The URL can be used to link to this page

Home My WebLink AboutPRR26426 Emails and CalendarsSubject: California Public Records Act Request – MOD-0028-2026 (3427 Roberto Court) Pursuant to the California Public Records Act (Government Code §§ 7920.000 et seq.), I request copies of all public records relating to Modification PermitMOD -0028-2026 and the business operating at 3427 Roberto Court, San Luis Obispo (High Street Deli). Specifically, I request the following records: The complete permit file, including but not limited to: Permit applications and all supporting materials; Staff reports, staff analyses, recommendations, and memoranda; Conditions of approval; Environmental review documents, including any CEQA determinations; Planning Commission or administrative decision documents; Final approvals and any subsequent amendments or interpretations. All correspondence (including emails, letters, memoranda, and electronic communications) between the applicant, property owner, City staff, consultants, City Attorney, Planning Division, Public Works, Parks & Recreation, Police Department, Fire Department, and any other City personnel relating to: Outdoor seating; Outdoor amplified music or entertainment; Noise impacts; Hours of operation; Outdoor patron activities; Neighborhood compatibility; Conditions of approval; Permit interpretation or enforcement. Records describing the proposed operation, including any representations made by the applicant regarding: The intended business operations; Outdoor uses; Entertainment or music; Patron capacity; Anticipated noise; Operational characteristics; Hours of operation. Environmental records, including any studies, analyses, memoranda, or correspondence concerning: The adjacent creek or riparian corridor; Biological resources; Sensitive habitat; Noise impacts on environmental resources; Any determination regarding whether additional environmental review was required. Noise-related records, including: Any acoustical studies or noise analyses; Internal discussions regarding anticipated noise; Communications regarding amplified music or outdoor speakers; Any records evaluating compliance with City noise standards. Complaints and enforcement records, including: Noise complaints; Code enforcement complaints; Investigation notes; Inspection reports; Compliance reviews; Warning letters; Notices of violation; Internal communications concerning complaints received regarding this property. Start Date: January 1, 2025 End Date: Present Date This date range is intended to capture the permit application, review, approval, any subsequent modifications, and all related correspondence, complaints, and enforcement records through the present. For any question, please contact Patrick Kerans, Phone: m) 1 From:Wynn, Eva Sent:Monday, April 6, 2026 2:40 PM To:Doobie Coates Cc:Olivia Nagel; Ryan Brockett Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:ROBERTO CT TI Permit Revision Set 260219.pdf Hi Doobie, Thanks for the confirmation. I just talked to Olivia; she can fill you in as well. I will proceed with the Modification using the attached plan set. Any future changes to the chair layout can be established via building permit submittal (per Condition 10 of the existing use permit). Thanks! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Monday, April 6, 2026 2:34 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>; Ryan Brockett <ryan@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Feel free to discuss w Olivia today. I’m unavailable today and tomorrow. If it’s a going to be a huge deal we’ll just stick with the current plan and move the same area toward the back not adding space. On Apr 6, 2026, at 2:16 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, Essentially, the Building Division has to look at gross area for occupancy, and spacing out the tables beyond what was previously approved will increase the gross area and the occupancy load/plumbing fixture demand. I'd like to discuss this requirement and clarify how the requirement can be addressed with your team to make sure we can maintain the 4/13 Admin Hearing date. 2 Thanks, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Saturday, April 4, 2026 8:58 AM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>; Ryan Brockett <ryan@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I’m a bit unclear on why this change would trigger any concerns, since we’re not increasing our seating capacity—just redistributing the existing tables and chairs to allow for more space between guests. Technically, we could fit the same number (or even more) of seats into a smaller area if needed, but our goal is to maintain a comfortable and spacious layout for customers. Since the pandemic, businesses were encouraged to space out seating and, in many cases, were granted additional patio area—much of which has remained in use. I’m happy to discuss this further and can jump on a call with everyone if that would be helpful. On Fri, Apr 3, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Understood. It sounds like the updated patio plan will trigger some additional requirements from the Building Division as they will have to look at the gross area of patio space. Are you available Monday for a quick phone call to check in? Let me know. Thank you, Eva Wynn Assistant Planner 3 The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, April 2, 2026 1:24 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thanks for taking a look. The circular areas were based on the layout of circular tables and do include the associated seating/chairs within those areas. That said, I’m happy to revise the plan to show rectangular seating areas with clearer pathways if that will be easier for review and more in line with what you typically see. Just let me know your preference and I can update accordingly. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Apr 1, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for sending this over. I am reviewing the plans with Building tomorrow for any remaining comments. Can you clarify briefly if the outdoor seating square footage includes the chairs? It's not common we see circular areas for patio seating. It's typically a couple rectangles with pathways in- between so we are just looking for a little clarification. Please let me know. Thanks! Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 4 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 27, 2026 3:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Hope you’re having a great week! Please find attached the final MUP description along with our table and seating diagram for the outdoor patio. After reviewing your proposed project description, we agree it looks good to us. Please let us know if you need anything further from us in the meantime. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 5:06 PM Wynn, Eva <EWynn@slocity.org> wrote: Great, thank you much! Have a great weekend! Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 20, 2026 5:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thank you for the update—this timeline works for us. We’ll plan to get the final resubmittal over to you next week, including the floor plan for the outdoor patio area. Agreed, lets shoot for the April 13th hearing date. 5 We appreciate you coordinating this and will review the project description and follow up if we have any comments. Thanks again, and hope you have a great time out of the office! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 4:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Ryan, and Doobie, I just want to give you a heads up that I will be out of the office next week. If the scheduled allows, I would like to tentatively put this application on the schedule for a public hearing on April 13th at 2:30pm. If you are able to send the final version of the resubmittal next week, I will do what I can to make it a quick review the week of the 30th, and get a staff report prepared in time for the April 13th date. If your team would like to submit a floor plan breaking up the 325sf outdoor patio area, please submit it next week as well, so I have time to review it when I am back in office. If this timeline is not feasible for your team, please let me know. I also want to note that this timeline is not a guarantee, but I'm aware your team is eager to open as soon as possible. The next available hearing date after April 13th is April 27th. I have drafted a project description for public noticing. This will be printed in the paper, posted on site, and mailed via postcards to properties within 100 ft of the project location. Please reach out to me by Monday 3/30 if any information appears inconsistent with the request. 1. 3427 Roberto Ct. MOD-0028-2026; Request to modify existing use permit USE-3598-2016 to remove staggered parking conditions based on updated building uses, extend hours of operation to open at 11am, and revise the ABC License type from Type 2 (Winegrower) to 74 (Craft Distiller) and Type 06 (Still). The modification to hours does not propose a change to the previously approved closing hours of 10pm. This project is categorically exempt from environmental review (CEQA); M Zone; Randy Coates, applicant. (Eva Wynn) If you have any questions while I am out of office, please reach out to Brian Leveille, at bleveille@slocity.org or 805.781.7166. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… Stay connected with the City by signing up for e-notifications From: Wynn, Eva <EWynn@slocity.org> Sent: Tuesday, March 17, 2026 1:24 PM 6 To: Olivia Nagel <olivia@brockitecture.com> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… The link ed image can not be disp layed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors 7 On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: 8 Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The link ed image can not be disp laye d. T… The link ed image can not be disp laye d. T… The link ed image can not be disp laye d. T… The link ed image can not be disp laye d. T… The link ed image can not be disp laye d. T… Stay connected with the City by signing up for e-notifications 9 From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801- 1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 10 On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note: 11  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. highstdeli@gmail.com www.highstdeli.com RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET REVISION 02/17/26CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL SPIRIT PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL SCALE MANUFACTURING WITH A BAR/TAVERN "TYPE 74/06 LICENSE".·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:SPIRIT PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130SPIRIT PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) SPIRITTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFSPIRIT PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, SPIRIT TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6SPIRIT PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 SPIRIT TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) SPIRIT TASTING(R) COLDSTORAGE(N) EMPLOYEEHALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE2FINISH SCHEDULEHigh St Deli HQ Finish Schedule - 02/17/26RoomNorth WallEast WallSouth WallWest WallCeilingFloorNotes(N) Food Prep (West)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRP & Stainless steel panels by kitchen hoodPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) Food Prep (East)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) StoragePainted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White(N) ClosetPainted Gyp.Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(R) Bar AreaFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsExistingConcrete w/ Tile Cove BaseMarlite standard FRP, color P403N Medium Gray or sim(E) BathPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscotPolyaspartic Flooring: Sherwin-Williams POLY-CRETE SLB or equal, color tbdEpoxy Cove Base: Sherwin-Williams Epoxy Cove Base System or equal, color tbdPaint: Sherwin-Williams White or equalFRP: Marlite standard FRP, color P403N Medium Gray or sim(R) PRODUCTION 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) SPIRIT TASTING891011(N) EMPLY.HALL(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LISTKEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSE&2/$%*/$66:$6+E502'E/12E6E;,67,1*0236,1.+$1'6,1.%<*6:86$[[ 02'E/12+6612786E'%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/62'$0$&+,1E2:1E56833/,E'63E&7%'',67,//,1*6<67E0E48,30E17),//E5 '5$,1%2$5'02'E/12.5'5/,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.50,;2/2*<6,1.02'E/12.506&203$570E176,1.02'E/12.5&3E),//E5 '5$,1%2$5'02'E/12.5&/3E%$&.%$5&22/E502'E/126'/%$&.%$5&22/E502'E/126'5)5267E5&+,//E5*/$6608*3/$7E02'E/12)0&,&E0$&+,1E02'E/12)%$-&1.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19(R) PRODUCTION+/- 16'-0"RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1.REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22.CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3.SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4.ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5.RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7.ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8.WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9.BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10.ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11.LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12.CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13.THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2.A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01(N) RANGE HOOD, TYP.02(E) LINE OF GARAGE DOOR TO REMAIN, TYP.03(E) EXTERIOR AWNING TO REMAIN, TYP.04(E) 8'-0" SOFFIT TO REMAIN05(E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06(N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07(E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL HALLOPEN TO TASTINGSPIRIT TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLDBOX STORAGESPIRIT TASTING8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.PRODUCTIONEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE:3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE:3/16" = 1'-0"2BUILDING SECTION 12 From:Olivia Nagel <olivia@brockitecture.com> Sent:Monday, April 6, 2026 2:38 PM To:Doobie Coates Cc:Wynn, Eva; Ryan Brockett Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Doobie, Eva and I just got off the phone and it sounds like we have a solid plan moving forward. We’ll proceed with keeping the 4/13 hearing date. Call me whenever you’re available and I can fill you in. Thanks again, Eva! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Apr 6, 2026 at 2:34 PM Doobie Coates <highstdeli@gmail.com> wrote: Feel free to discuss w Olivia today. I’m unavailable today and tomorrow. If it’s a going to be a huge deal we’ll just stick with the current plan and move the same area toward the back not adding space. On Apr 6, 2026, at 2:16 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, Essentially, the Building Division has to look at gross area for occupancy, and spacing out the tables beyond what was previously approved will increase the gross area and the occupancy load/plumbing fixture demand. I'd like to discuss this requirement and clarify how the requirement can be addressed with your team to make sure we can maintain the 4/13 Admin Hearing date. Thanks, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 13 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Saturday, April 4, 2026 8:58 AM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>; Ryan Brockett <ryan@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I’m a bit unclear on why this change would trigger any concerns, since we’re not increasing our seating capacity—just redistributing the existing tables and chairs to allow for more space between guests. Technically, we could fit the same number (or even more) of seats into a smaller area if needed, but our goal is to maintain a comfortable and spacious layout for customers. Since the pandemic, businesses were encouraged to space out seating and, in many cases, were granted additional patio area—much of which has remained in use. I’m happy to discuss this further and can jump on a call with everyone if that would be helpful. On Fri, Apr 3, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Understood. It sounds like the updated patio plan will trigger some additional requirements from the Building Division as they will have to look at the gross area of patio space. Are you available Monday for a quick phone call to check in? Let me know. Thank you, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications 14 From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, April 2, 2026 1:24 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thanks for taking a look. The circular areas were based on the layout of circular tables and do include the associated seating/chairs within those areas. That said, I’m happy to revise the plan to show rectangular seating areas with clearer pathways if that will be easier for review and more in line with what you typically see. Just let me know your preference and I can update accordingly. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Apr 1, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for sending this over. I am reviewing the plans with Building tomorrow for any remaining comments. Can you clarify briefly if the outdoor seating square footage includes the chairs? It's not common we see circular areas for patio seating. It's typically a couple rectangles with pathways in- between so we are just looking for a little clarification. Please let me know. Thanks! Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 27, 2026 3:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 15 Hi Eva, Hope you’re having a great week! Please find attached the final MUP description along with our table and seating diagram for the outdoor patio. After reviewing your proposed project description, we agree it looks good to us. Please let us know if you need anything further from us in the meantime. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 5:06 PM Wynn, Eva <EWynn@slocity.org> wrote: Great, thank you much! Have a great weekend! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 20, 2026 5:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thank you for the update—this timeline works for us. We’ll plan to get the final resubmittal over to you next week, including the floor plan for the outdoor patio area. Agreed, lets shoot for the April 13th hearing date. We appreciate you coordinating this and will review the project description and follow up if we have any comments. Thanks again, and hope you have a great time out of the office! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 4:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Ryan, and Doobie, 16 I just want to give you a heads up that I will be out of the office next week. If the scheduled allows, I would like to tentatively put this application on the schedule for a public hearing on April 13th at 2:30pm. If you are able to send the final version of the resubmittal next week, I will do what I can to make it a quick review the week of the 30th, and get a staff report prepared in time for the April 13th date. If your team would like to submit a floor plan breaking up the 325sf outdoor patio area, please submit it next week as well, so I have time to review it when I am back in office. If this timeline is not feasible for your team, please let me know. I also want to note that this timeline is not a guarantee, but I'm aware your team is eager to open as soon as possible. The next available hearing date after April 13th is April 27th. I have drafted a project description for public noticing. This will be printed in the paper, posted on site, and mailed via postcards to properties within 100 ft of the project location. Please reach out to me by Monday 3/30 if any information appears inconsistent with the request. 1. 3427 Roberto Ct. MOD-0028-2026; Request to modify existing use permit USE-3598-2016 to remove staggered parking conditions based on updated building uses, extend hours of operation to open at 11am, and revise the ABC License type from Type 2 (Winegrower) to 74 (Craft Distiller) and Type 06 (Still). The modification to hours does not propose a change to the previously approved closing hours of 10pm. This project is categorically exempt from environmental review (CEQA); M Zone; Randy Coates, applicant. (Eva Wynn) If you have any questions while I am out of office, please reach out to Brian Leveille, at bleveille@slocity.org or 805.781.7166. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Wynn, Eva <EWynn@slocity.org> Sent: Tuesday, March 17, 2026 1:24 PM To: Olivia Nagel <olivia@brockitecture.com> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. 17 If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, 18 Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? 19 I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801- 1232. 20 Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. 21 Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner 22 To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 44 From:Wynn, Eva Sent:Monday, April 6, 2026 1:05 PM To:Barcenas, Miguel Subject:MOD-0028-2026 (3427 Roberto Ct) Attachments:ROBERTO CT TI Permit Revision Set 260219.pdf Hi Miguel, I am working on the Modification for 3427 Roberto Ct, MOD-0028-2026 (3427 Roberto Ct) - Modify Bar Tavern Use Their previous use permit has conditions from Utilities that I want to confirm were addressed with the previous permit and are no longer required. The document below includes all the requested changes to the existing use permit. There is a comment for you on the document, do any of the conditions remain? Are there any new conditions that should be included in this approval? Attachment E - Approval Changes.docx Let me know if you have any questions. Thanks! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET REVISION 02/17/26CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL SPIRIT PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL SCALE MANUFACTURING WITH A BAR/TAVERN "TYPE 74/06 LICENSE".·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:SPIRIT PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130SPIRIT PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) SPIRITTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFSPIRIT PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, SPIRIT TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6SPIRIT PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 SPIRIT TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) SPIRIT TASTING(R) COLDSTORAGE(N) EMPLOYEEHALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE2FINISH SCHEDULEHigh St Deli HQ Finish Schedule - 02/17/26RoomNorth WallEast WallSouth WallWest WallCeilingFloorNotes(N) Food Prep (West)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRP & Stainless steel panels by kitchen hoodPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) Food Prep (East)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) StoragePainted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White(N) ClosetPainted Gyp.Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(R) Bar AreaFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsExistingConcrete w/ Tile Cove BaseMarlite standard FRP, color P403N Medium Gray or sim(E) BathPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscotPolyaspartic Flooring: Sherwin-Williams POLY-CRETE SLB or equal, color tbdEpoxy Cove Base: Sherwin-Williams Epoxy Cove Base System or equal, color tbdPaint: Sherwin-Williams White or equalFRP: Marlite standard FRP, color P403N Medium Gray or sim(R) PRODUCTION 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) SPIRIT TASTING891011(N) EMPLY.HALL(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LISTKEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSE&2/$%*/$66:$6+E502'E/12E6E;,67,1*0236,1.+$1'6,1.%<*6:86$[[ 02'E/12+6612786E'%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/62'$0$&+,1E2:1E56833/,E'63E&7%'',67,//,1*6<67E0E48,30E17),//E5 '5$,1%2$5'02'E/12.5'5/,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.50,;2/2*<6,1.02'E/12.506&203$570E176,1.02'E/12.5&3E),//E5 '5$,1%2$5'02'E/12.5&/3E%$&.%$5&22/E502'E/126'/%$&.%$5&22/E502'E/126'5)5267E5&+,//E5*/$6608*3/$7E02'E/12)0&,&E0$&+,1E02'E/12)%$-&1.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19(R) PRODUCTION+/- 16'-0"RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1.REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22.CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3.SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4.ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5.RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7.ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8.WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9.BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10.ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11.LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12.CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13.THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2.A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01(N) RANGE HOOD, TYP.02(E) LINE OF GARAGE DOOR TO REMAIN, TYP.03(E) EXTERIOR AWNING TO REMAIN, TYP.04(E) 8'-0" SOFFIT TO REMAIN05(E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06(N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07(E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL HALLOPEN TO TASTINGSPIRIT TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLDBOX STORAGESPIRIT TASTING8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.PRODUCTIONEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE:3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE:3/16" = 1'-0"2BUILDING SECTION 45 From:Olivia Nagel <olivia@brockitecture.com> Sent:Monday, April 6, 2026 9:12 AM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I’m available to get on a call today to discuss if that works for you. Let me know what time is best! Thank you, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Apr 3, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Understood. It sounds like the updated patio plan will trigger some additional requirements from the Building Division as they will have to look at the gross area of patio space. Are you available Monday for a quick phone call to check in? Let me know. Thank you, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, April 2, 2026 1:24 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 46 Hi Eva, Thanks for taking a look. The circular areas were based on the layout of circular tables and do include the associated seating/chairs within those areas. That said, I’m happy to revise the plan to show rectangular seating areas with clearer pathways if that will be easier for review and more in line with what you typically see. Just let me know your preference and I can update accordingly. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Apr 1, 2026 at 4:55 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for sending this over. I am reviewing the plans with Building tomorrow for any remaining comments. Can you clarify briefly if the outdoor seating square footage includes the chairs? It's not common we see circular areas for patio seating. It's typically a couple rectangles with pathways in-between so we are just looking for a little clarification. Please let me know. Thanks! Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 27, 2026 3:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Hope you’re having a great week! Please find attached the final MUP description along with our table and seating diagram for the outdoor patio. After reviewing your proposed project description, we agree it looks good to us. Please let us know if you need anything further from us in the meantime. 47 Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 5:06 PM Wynn, Eva <EWynn@slocity.org> wrote: Great, thank you much! Have a great weekend! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 20, 2026 5:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thank you for the update—this timeline works for us. We’ll plan to get the final resubmittal over to you next week, including the floor plan for the outdoor patio area. Agreed, lets shoot for the April 13th hearing date. We appreciate you coordinating this and will review the project description and follow up if we have any comments. Thanks again, and hope you have a great time out of the office! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 4:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Ryan, and Doobie, I just want to give you a heads up that I will be out of the office next week. If the scheduled allows, I would like to tentatively put this application on the schedule for a public hearing on April 13th at 2:30pm. If you are able to send the final version of the resubmittal next week, I will do what I can to make it a quick review the week of the 30th, and get a staff report prepared in time for the April 13th date. If your team would like to submit a floor plan breaking up the 325sf outdoor patio area, please submit it next week as well, so I have time to review it when I am back in office. If this timeline is not feasible for your team, please let me know. I also want to note that this timeline is not a guarantee, but I'm aware your team is eager to open as soon as possible. The next available hearing date after April 13th is April 27th. 48 I have drafted a project description for public noticing. This will be printed in the paper, posted on site, and mailed via postcards to properties within 100 ft of the project location. Please reach out to me by Monday 3/30 if any information appears inconsistent with the request. 1. 3427 Roberto Ct. MOD-0028-2026; Request to modify existing use permit USE-3598-2016 to remove staggered parking conditions based on updated building uses, extend hours of operation to open at 11am, and revise the ABC License type from Type 2 (Winegrower) to 74 (Craft Distiller) and Type 06 (Still). The modification to hours does not propose a change to the previously approved closing hours of 10pm. This project is categorically exempt from environmental review (CEQA); M Zone; Randy Coates, applicant. (Eva Wynn) If you have any questions while I am out of office, please reach out to Brian Leveille, at bleveille@slocity.org or 805.781.7166. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Wynn, Eva <EWynn@slocity.org> Sent: Tuesday, March 17, 2026 1:24 PM To: Olivia Nagel <olivia@brockitecture.com> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner 49 To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org 50 To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, 51 Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner 52 To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9- 10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 53 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications 110 From:Wynn, Eva Sent:Tuesday, March 31, 2026 4:12 PM To:McCaffrey, Seano Subject:Fw: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:3427 Roberto Ct TI MUP Modification Project Description 260327.pdf; 3427 Roberto Ct Patio Seating.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Seano, The applicants for High St on Roberto Ct have proposed a patio seating plan for the outdoor seating area of the bar/tavern use. Would you be able to take a look and provide any comments? Are there any building codes that apply here? Path of travel, etc? The site plan needs to be finalized for a Use Permit decision. Will they need to update the building permit with this change? Please let me know, and let me know if you want to talk through it! Thanks! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 27, 2026 3:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Hope you’re having a great week! Please find attached the final MUP description along with our table and seating diagram for the outdoor patio. After reviewing your proposed project description, we agree it looks good to us. Please let us know if you need anything further from us in the meantime. Best, Olivia Olivia Nagel Brockett Architects / Interiors 111 On Fri, Mar 20, 2026 at 5:06 PM Wynn, Eva <EWynn@slocity.org> wrote: Great, thank you much! Have a great weekend! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 20, 2026 5:04 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thank you for the update—this timeline works for us. We’ll plan to get the final resubmittal over to you next week, including the floor plan for the outdoor patio area. Agreed, lets shoot for the April 13th hearing date. We appreciate you coordinating this and will review the project description and follow up if we have any comments. Thanks again, and hope you have a great time out of the office! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 4:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Ryan, and Doobie, I just want to give you a heads up that I will be out of the office next week. If the scheduled allows, I would like to tentatively put this application on the schedule for a public hearing on April 13th at 2:30pm. If you are able to send the final version of the resubmittal next week, I will do what I can to make it a quick review the week of the 30th, and get a staff report prepared in time for the April 13th date. If your team would like to submit a floor plan breaking up the 325sf outdoor patio area, please submit it next week as well, so I have time to review it when I am back in office. If this timeline is not feasible for your team, please let me know. I also want to note that this timeline is not a guarantee, but I'm aware your team is eager to open as soon as possible. The next available hearing date after April 13th is April 27th. I have drafted a project description for public noticing. This will be printed in the paper, posted on site, and mailed via postcards to properties within 100 ft of the project location. Please reach out to me by Monday 3/30 if any information appears inconsistent with the request. 112 1. 3427 Roberto Ct. MOD-0028-2026; Request to modify existing use permit USE-3598-2016 to remove staggered parking conditions based on updated building uses, extend hours of operation to open at 11am, and revise the ABC License type from Type 2 (Winegrower) to 74 (Craft Distiller) and Type 06 (Still). The modification to hours does not propose a change to the previously approved closing hours of 10pm. This project is categorically exempt from environmental review (CEQA); M Zone; Randy Coates, applicant. (Eva Wynn) If you have any questions while I am out of office, please reach out to Brian Leveille, at bleveille@slocity.org or 805.781.7166. Sincerely, Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Wynn, Eva <EWynn@slocity.org> Sent: Tuesday, March 17, 2026 1:24 PM To: Olivia Nagel <olivia@brockitecture.com> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner Community Development 113 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com > Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The link ed image cannot be disp layed. T… The link ed image cannot be disp layed. T… The link ed image cannot be disp layed. T… The link ed image cannot be disp layed. T… The link ed image cannot be disp layed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM 114 To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, 115 Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 116 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8- 10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking 117 was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications 03/27/26 Minor Use Permit Modification 3427 Roberto Court, San Luis Obispo, CA APN: 053-063-019 Project Description & Final Modification Goals: The proposed tenant business in Suites 120 & 130 (alcohol production, storage & tasting room areas) will operate as a small-scale craft distillery under Type 74/06 license, with on-site manufacturing as the primary use within a fully enclosed industrial building. A secondary bar/tavern component, consistent with existing use entitlements (USE-3598-2016) and Building Permit (BLDG-1157-2025), will allow on-site alcohol service within designated interior areas and a shared outdoor patio space approved under the current building permit and utilized by on-site tenants. The operation is not intended to function as a stand-alone restaurant. Proposed hours of operation are 11:00 a.m. to 10:00 p.m. daily. We are not requesting later evening hours beyond what was previously permitted. The overall intensity of use is comparable to or less than the previously approved manufacturing and tasting room use, and parking will continue to be accommodated through an existing shared parking arrangement among on-site tenants & uses in Suite 100 (storage) and Suite 110 (food prep & storage). Seeking Modifications to previous USE-3598-2016 dated 1/11/17: Planning #2 & #3, Request to remove conditions because different hours are no longer needed and all required parking is accounted for in parking calculations. No parking allocation is needed for an auto shop, as that use no longer exists on the property. Planning #8, revise hours of operation as noted above Planning #12, revise license type as required Parking Calculations: Parking Calculation Exhibit: 118 From:Olivia Nagel <olivia@brockitecture.com> Sent:Friday, March 27, 2026 3:04 PM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:3427 Roberto Ct TI MUP Modification Project Description 260327.pdf; 3427 Roberto Ct Patio Seating.pdf Follow Up Flag:Flag for follow up Flag Status:Completed Hi Eva, Hope you’re having a great week! Please find attached the final MUP description along with our table and seating diagram for the outdoor patio. After reviewing your proposed project description, we agree it looks good to us. Please let us know if you need anything further from us in the meantime. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 5:06 PM Wynn, Eva <EWynn@slocity.org> wrote: Great, thank you much! Have a great weekend! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your privacy, Micr osof t Of… To help prot ect your privacy, Micr osof t Of… To help prot ect your privacy, Micr osof t Of… To help prot ect your privacy, Micr osof t Of… To help prot ect your privacy, Micr osof t Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, March 20, 2026 5:04 PM To: Wynn, Eva <EWynn@slocity.org> 119 Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Thank you for the update—this timeline works for us. We’ll plan to get the final resubmittal over to you next week, including the floor plan for the outdoor patio area. Agreed, lets shoot for the April 13th hearing date. We appreciate you coordinating this and will review the project description and follow up if we have any comments. Thanks again, and hope you have a great time out of the office! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Fri, Mar 20, 2026 at 4:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Ryan, and Doobie, I just want to give you a heads up that I will be out of the office next week. If the scheduled allows, I would like to tentatively put this application on the schedule for a public hearing on April 13th at 2:30pm. If you are able to send the final version of the resubmittal next week, I will do what I can to make it a quick review the week of the 30th, and get a staff report prepared in time for the April 13th date. If your team would like to submit a floor plan breaking up the 325sf outdoor patio area, please submit it next week as well, so I have time to review it when I am back in office. If this timelin e is not feasible for your team, please let me know. I also want to note that this timeline is not a guarantee, but I'm aware your team is eager to open as soon as possible. The next available hearing date after April 13th is April 27th. I have drafted a project description for public noticing. This will be printed in the paper, posted on site, and mailed via postcards to properties within 100 ft of the project location. Please reach out to me by Monday 3/30 if any information appears inconsistent with the request. 1. 3427 Roberto Ct. MOD-0028-2026; Request to modify existing use permit USE-3598-2016 to remove staggered parking conditions based on updated building uses, extend hours of operation to open at 11am, and revise the ABC License type from Type 2 (Winegrower) to 74 (Craft Distiller) and Type 06 (Still). The modification to hours does not propose a change to the previously approved closing hours of 10pm. This project is categorically exempt from environmental review (CEQA); M Zone; Randy Coates, applicant. (Eva Wynn) If you have any questions while I am out of office, please reach out to Brian Leveille, at bleveille@slocity.org or 805.781.7166. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 120 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Wynn, Eva <EWynn@slocity.org> Sent: Tuesday, March 17, 2026 1:24 PM To: Olivia Nagel <olivia@brockitecture.com> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com > Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. 121 Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsof t Of… To help protect your privacy, Microsof t Of… To help protect your privacy, Microsof t Of… To help protect your privacy, Microsof t Of… To help protect your privacy, Microsof t Of… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia 122 Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org 123 To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8- 10am. 124 Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. 125 Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications 03/27/26 Minor Use Permit Modification 3427 Roberto Court, San Luis Obispo, CA APN: 053-063-019 Project Description & Final Modification Goals: The proposed tenant business in Suites 120 & 130 (alcohol production, storage & tasting room areas) will operate as a small-scale craft distillery under Type 74/06 license, with on-site manufacturing as the primary use within a fully enclosed industrial building. A secondary bar/tavern component, consistent with existing use entitlements (USE-3598-2016) and Building Permit (BLDG-1157-2025), will allow on-site alcohol service within designated interior areas and a shared outdoor patio space approved under the current building permit and utilized by on-site tenants. The operation is not intended to function as a stand-alone restaurant. Proposed hours of operation are 11:00 a.m. to 10:00 p.m. daily. We are not requesting later evening hours beyond what was previously permitted. The overall intensity of use is comparable to or less than the previously approved manufacturing and tasting room use, and parking will continue to be accommodated through an existing shared parking arrangement among on-site tenants & uses in Suite 100 (storage) and Suite 110 (food prep & storage). Seeking Modifications to previous USE-3598-2016 dated 1/11/17: Planning #2 & #3, Request to remove conditions because different hours are no longer needed and all required parking is accounted for in parking calculations. No parking allocation is needed for an auto shop, as that use no longer exists on the property. Planning #8, revise hours of operation as noted above Planning #12, revise license type as required Parking Calculations: Parking Calculation Exhibit: 126 From:bt@slocity.org Sent:Thursday, March 26, 2026 1:36 PM To:Melby, Jordan Subject:Prime - Approval has been assigned to jmelby@slocity.org [122135 : Green Bottle] The following account was just assigned to jmelby@slocity.org for approval: Approval Type Account Number Name Address Environmental Programs 122135 Green Bottle 3427 ROBERTO CT UNIT 130, SAN LUIS OBISPO You may submit your response directly on the account or through Approval Central. 127 From:Adam Weleba <Adam@apexfire805.com> Sent:Wednesday, March 25, 2026 4:55 PM To:Silva, Ilianna Subject:Re: FIRE-0387-2026 (3427 Roberto Ct Unit:100) Thank you! Adam Weleba President Apex Fire Control 1027332 C16 Apex Kitchen Solutions 1102456 B Paso Robles, Ca. (805) 975-8170 Psalm 91:1-2 Whoever dwells in the shelter of the Most High will rest in the shadow of the Almighty. I will say of the lord, "He is my refuge and my fortress, my God, in whom I trust" From: Silva, Ilianna <ISilva@slocity.org> Sent: Wednesday, March 25, 2026 3:17:40 PM To: Adam Weleba <Adam@apexfire805.com> Subject: RE: FIRE-0387-2026 (3427 Roberto Ct Unit:100) Sorry you can disregard my email. It has been sent to Jason. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Adam Weleba <Adam@apexfire805.com> Sent: Wednesday, March 25, 2026 2:44 PM To: Silva, Ilianna <ISilva@slocity.org> Subject: Re: FIRE-0387-2026 (3427 Roberto Ct Unit:100) 128 Jason told me he was going to take this one and review it himself due to some discrepancies on the corrections I received. Can you get this to him instead of sending it through to JAS? Adam Weleba President Apex Fire Control 1027332 C16 Apex Kitchen Solutions 1102456 B Paso Robles, Ca. (805) 975-8170 Psalm 91:1-2 Whoever dwells in the shelter of the Most High will rest in the shadow of the Almighty. I will say of the lord, "He is my refuge and my fortress, my God, in whom I trust" From: Silva, Ilianna <ISilva@slocity.org> Sent: Wednesday, March 25, 2026 1:06 PM To: Adam Weleba <Adam@apexfire805.com> Subject: FIRE-0387-2026 (3427 Roberto Ct Unit:100) Hello, We received your resubmittal. If you may please provide written responses to the corrections attached. You can upload them through the portal or email them back to me. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 129 From:Adam Weleba <Adam@apexfire805.com> Sent:Wednesday, March 25, 2026 2:44 PM To:Silva, Ilianna Subject:Re: FIRE-0387-2026 (3427 Roberto Ct Unit:100) Jason told me he was going to take this one and review it himself due to some discrepancies on the corrections I received. Can you get this to him instead of sending it through to JAS? Adam Weleba President Apex Fire Control 1027332 C16 Apex Kitchen Solutions 1102456 B Paso Robles, Ca. (805) 975-8170 Psalm 91:1-2 Whoever dwells in the shelter of the Most High will rest in the shadow of the Almighty. I will say of the lord, "He is my refuge and my fortress, my God, in whom I trust" From: Silva, Ilianna <ISilva@slocity.org> Sent: Wednesday, March 25, 2026 1:06 PM To: Adam Weleba <Adam@apexfire805.com> Subject: FIRE-0387-2026 (3427 Roberto Ct Unit:100) Hello, We received your resubmittal. If you may please provide written responses to the corrections attached. You can upload them through the portal or email them back to me. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 130 From:Beres, Jason Sent:Wednesday, March 25, 2026 2:33 PM To:Silva, Ilianna; Daniel, Josh Subject:Re: City Permit No. Fire-0387-2026 Lliana, Good afternoon. Thank you for the follow-up on this matter. Jason Beres Fire Inspector III Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 C 805.431.3062 slocity.org Stay connected with the City by signing up for e-notifications From: Silva, Ilianna <ISilva@slocity.org> Sent: Wednesday, March 25, 2026 2:11 PM To: Beres, Jason <jberes@slocity.org>; Daniel, Josh <JDaniel@slocity.org> Subject: RE: City Permit No. Fire-0387-2026 Hello Jason, The application resubmitted. It has been assigned to you as requested. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Building Sent: Friday, March 20, 2026 12:03 PM 131 To: Beres, Jason <jberes@slocity.org>; Daniel, Josh <JDaniel@slocity.org> Subject: RE: City Permit No. Fire-0387-2026 Will do. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Beres, Jason <jberes@slocity.org> Sent: Friday, March 20, 2026 10:42 AM To: Daniel, Josh <JDaniel@slocity.org> Cc: Building <building@slocity.org> Subject: City Permit No. Fire-0387-2026 City Permit Technicians: Good morning. Per City records, Permit No. 0387-2026 (3427 Roberto Court Suite No. 100) was reviewed by City plan check consultants on 03/02/2026 and returned to the permit applicant for corrections. Going forward, once the permit applicant has resubmitted fire protection plans for this permit, please assign both the plan review and fees to my office for additional review. Thank you, Jason Beres Fire Inspector III Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 C 805.431.3062 slocity.org Stay connected with the City by signing up for e-notifications 132 From:Silva, Ilianna Sent:Wednesday, March 25, 2026 1:07 PM To:Adam@ApexFire805.com Subject:FIRE-0387-2026 (3427 Roberto Ct Unit:100) Attachments:3427 ROBERTO CT.- FIRE-0387-2026- PC1 - FIRE COMMENTS.pdf Hello, We received your resubmittal. If you may please provide written responses to the corrections attached. You can upload them through the portal or email them back to me. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications Page 1 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com Date: 2/27/2026 Jurisdiction: SAN LUIS OBISPO Plan Check Number: FIRE-0387-2026 Project Address: 3427 ROBERTO CT. Project Name: T.I. ANSUL SYSTEM MODIFICATION Type of Construction: TBD (CORRECTION) Occupancy Classification: TBD (CORRECTION) Number of Stories: TBD (CORRECTION) Total Floor Area: TBD (CORRECTION) Plan Check Status: 1ST PC Corrections issued Plan Reviewer: D. PASCHKE Information and Instructions: A plan review has been performed on the project referenced above for verification of conformance with local, State and Federal codes and ordinances. As a result of this review, the correction items listed below require additional information and/or revisions be made to the plans.  Please provide a written response to each of the items listed below with an indication as to the method of resolution and the location within the plans or calculations. Incomplete responses may delay approval. All substantial revisions or additions must be fully clouded with a revision mark.  Return all plans, calculations, documents and applications from the original submittal with the revised plan package.  Please note additional corrections may be required following review of the revised plans. Completion of the corrections and/or submittal of revised plans do not presume approval. Page 2 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com FIRE SPRINKLER SYSTEM 1. Include the following data in the Building Information Section: (2025 CFC 106.1) a. Construction Type b. Occupancy Classification c. Square footage of the building, and the unit for the permit d. Number of stories 2. Provide the design professional signature on each sheet of the plans. (CA Bus and Prof Code 5536.1a). There is no license expiration date on the C-16 signature. 3. Please provide sheet numbers on each of the pages for reference. There is no sheet numbers on the plan set. 4. Update and provide the “Scope of Work” for this plan submittal. The scope of work appears to be an Ansul fire suppression system (NFPA 96). Clarify and add a scope of work section on the first plan sheet and include if this is an existing system modification or a new Ansul system. 5. All plans shall be to the currently adopted code standards. Add the following note to the plans: “These plans have been designed in accordance with NFPA 17A (2024 edition), NFPA 96 (2024 edition), 2025 California Fire Code, and the manufacturer’s design and installation requirements.” 6. Provide more detail for the symbol “K Class Ext”. Clarify what the rating and requirement is calling out for the fire extinguisher. Provide the size and model. Clarify if there is an existing or a new extinguisher and conform a 2A-10BC size and model. 7. Please provide scaled floor plans, including north reference. 8. Provide the following hood system plan review verbatim notes on the plan: a. A separate permit is required to be interconnected to the building fire alarm system or fire sprinkler monitoring system. Page 3 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com b. The approved system shall be pre-tested prior to the scheduled inspection of the required acceptance test. c. Piping shall be rigidly supported to prevent movement. d. Appliances with wheels shall be secured in place. e. Manual pull stations shall be located no higher than four (4) feet above the finished floor and shall be readily accessible for use. f. All gas fueled, electrically powered, and heat-producing equipment located under the hood shall shut down upon activation of the extinguishing system. g. All discharge nozzles shall be provided with caps, covers, or other suitable protective devices. h. Hood and duct construction and installation shall be in accordance with the CMC and nationally recognized standards. These assemblies are subject to approval and inspection by the Building Official and are not part of the Fire plan review process as it relates to the installation of the hood extinguishing system. i. Where multiple manual actuators are installed for protection of separate extinguishing systems, they shall be identified as to which extinguishing system each will activate. j. Hood exhaust fans shall continue to operate after the extinguishing system has been activated, unless fan shutdown is required by a listed component of the ventilation system or by the design of the extinguishing system. k. The inside of the edge of the hood shall overhang a horizontal distance of not less than six (6) inches beyond the edge of the cooking surface on all open sides, and the vertical distance between the lip of the hood and the cooking surface shall not exceed four (4) feet unless the manufacturer’s specifications state otherwise. Please cloud all corrections and designate them with a Revision # and provide a written response to each correction above as stated in the instructions. -end. 133 From:Adam Weleba <Adam@apexfire805.com> Sent:Tuesday, March 24, 2026 4:44 PM To:Beres, Jason Subject:3427 Roberto Court Resubmittal was done today regarding the 3427 Roberto Court. If you can pull it and review it, that would be great. I am ammending another set to better align with their needs for the next submittal coming soon. Adam Weleba President Apex Fire Control 1027332 C16 Apex Kitchen Solutions 1102456 B Paso Robles, Ca. (805) 975-8170 Psalm 91:1-2 Whoever dwells in the shelter of the Most High will rest in the shadow of the Almighty. I will say of the lord, "He is my refuge and my fortress, my God, in whom I trust" 134 From:Beres, Jason Sent:Monday, March 23, 2026 1:35 PM To:adam@apexfire805.com Subject:Fw: City Permit No. Fire-0387-2026 Adam, Good afternoon. See correspondence below. Jason Beres Fire Inspector III Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 C 805.431.3062 slocity.org Stay connected with the City by signing up for e-notifications From: Building <building@slocity.org> Sent: Friday, March 20, 2026 12:02 PM To: Beres, Jason <jberes@slocity.org>; Daniel, Josh <JDaniel@slocity.org> Subject: RE: City Permit No. Fire-0387-2026 Will do. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Beres, Jason <jberes@slocity.org> Sent: Friday, March 20, 2026 10:42 AM To: Daniel, Josh <JDaniel@slocity.org> 135 Cc: Building <building@slocity.org> Subject: City Permit No. Fire-0387-2026 City Permit Technicians: Good morning. Per City records, Permit No. 0387-2026 (3427 Roberto Court Suite No. 100) was reviewed by City plan check consultants on 03/02/2026 and returned to the permit applicant for corrections. Going forward, once the permit applicant has resubmitted fire protection plans for this permit, please assign both the plan review and fees to my office for additional review. Thank you, Jason Beres Fire Inspector III Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 C 805.431.3062 slocity.org Stay connected with the City by signing up for e-notifications 143 From:Building Sent:Friday, March 20, 2026 12:03 PM To:Beres, Jason; Daniel, Josh Subject:RE: City Permit No. Fire-0387-2026 Will do. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Beres, Jason <jberes@slocity.org> Sent: Friday, March 20, 2026 10:42 AM To: Daniel, Josh <JDaniel@slocity.org> Cc: Building <building@slocity.org> Subject: City Permit No. Fire-0387-2026 City Permit Technicians: Good morning. Per City records, Permit No. 0387-2026 (3427 Roberto Court Suite No. 100) was reviewed by City plan check consultants on 03/02/2026 and returned to the permit applicant for corrections. Going forward, once the permit applicant has resubmitted fire protection plans for this permit, please assign both the plan review and fees to my office for additional review. Thank you, Jason Beres Fire Inspector III Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 144 C 805.431.3062 slocity.org Stay connected with the City by signing up for e-notifications 145 From:Hutchinson, Julianna Sent:Thursday, March 19, 2026 4:45 PM To:Fire Department General; Beres, Jason; Thomas, Brandon; Petersen, Cecilia Subject:Re: *NEW SUBMISSION* Fire Inspection Request scheduled Julianna M. Hutchinson Fire Inspector II Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E JHutchin@slocity.org T 805.783.7805 C 805.431.2217 slocity.org Stay connected with the City by signing up for e-notifications From: Fire Department General <fdgeneral@slocity.org> Sent: Wednesday, March 18, 2026 2:39 PM To: Beres, Jason <jberes@slocity.org>; Hutchinson, Julianna <JHutchin@slocity.org>; Thomas, Brandon <BThomas@slocity.org>; Petersen, Cecilia <CPeterse@slocity.org> Subject: FW: *NEW SUBMISSION* Fire Inspection Request Hello everyone, Below is yet another inspection request. Can one of you please get this scheduled? Thank you, Erin Stanley Administrative Assistant II Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E EStanley@slocity.org T 805.781.7389 slocity.org Stay connected with the City by signing up for e-notifications 146 From: City of San Luis Obispo, CA <slocitywebmaster@enotify.visioninternet.com> Sent: Wednesday, March 18, 2026 2:23 PM To: Stanley, Erin <EStanley@slocity.org>; Fire Department General <fdgeneral@slocity.org> Subject: *NEW SUBMISSION* Fire Inspection Request Fire Inspection Request Submission #: 4697059 IP Address: Submission Date: 03/18/2026 2:22 Survey Time: 1 minute, 49 seconds You have a new online form submission. Note: all answers displaying "*****" are marked as sensitive and must be viewed after your login. Requestor Name John Moreno Business Name Alpha Fire Unlimited Inspection Address 3427 Roberto Court Requestor Phone Number 805-540-1472 Requestor Email Address Juan@alphafsa.com Type of inspection Construction Inspection For construction inspections, please provide the permit number (if not applicable, please put "n/a") Fire2812-2025 For construction inspections, please provide the inspection type (if not appplicable, please put "n/a") Rough Requested date/time of day. Please provide 2 preferences. (Minimum of 2 business days' notice) 3/17/2026 Notes for inspector Thank you, City of San Luis Obispo, CA This is an automated message generated by Granicus. Please do not reply directly to this email. 147 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, March 18, 2026 3:58 PM To:Nichols, Vanessa Cc:Wynn, Eva; Nelson, Trevor; Olivia Nagel; Doobie Coates Subject:Re: PLREV-0096-2026/ Review Status Great, thanks Vanessa! Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors We've moved...next door! Please note our new address, 100 S Main St, Templeton, CA 93465. On Wed, Mar 18, 2026 at 3:34 PM Nichols, Vanessa <vnichols@slocity.org> wrote: I and Trevor have updated our status on this review as approved and I have put the Health Department in needs resubmit. This only needs Eva’s and the Health Department sign off at this point. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, March 17, 2026 12:36 PM To: Nichols, Vanessa <vnichols@slocity.org>; Wynn, Eva <EWynn@slocity.org>; Nelson, Trevor <tnelson@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>; Doobie Coates <highstdeli@gmail.com> Subject: PLREV-0096-2026/ Review Status Hi Vanessa, Just wanted to check in on the status of the permit revision for PLREV-0096-2026 for 3427 Roberto Ct, submitted on 2/19/26. 148 We're separately working with Eva (cc'd) on the modification/clarification of the MUP with this operational change. We also just submitted the plan revisions to the Health Dept yesterday, assuming they'll issue an updated letter, which we can then provide to you for approvals. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 100 S Main St, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 We've moved...next door! Please note the new address above. 149 From:Fire Department General Sent:Wednesday, March 18, 2026 2:40 PM To:Beres, Jason; Hutchinson, Julianna; Thomas, Brandon; Petersen, Cecilia Subject:FW: *NEW SUBMISSION* Fire Inspection Request Hello everyone, Below is yet another inspection request. Can one of you please get this scheduled? Thank you, Erin Stanley Administrative Assistant II Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E EStanley@slocity.org T 805.781.7389 slocity.org Stay connected with the City by signing up for e-notifications From: City of San Luis Obispo, CA <slocitywebmaster@enotify.visioninternet.com> Sent: Wednesday, March 18, 2026 2:23 PM To: Stanley, Erin <EStanley@slocity.org>; Fire Department General <fdgeneral@slocity.org> Subject: *NEW SUBMISSION* Fire Inspection Request Fire Inspection Request Submission #: 4697059 IP Address: Submission Date: 03/18/2026 2:22 Survey Time: 1 minute, 49 seconds You have a new online form submission. Note: all answers displaying "*****" are marked as sensitive and must be viewed after your login. Requestor Name John Moreno Business Name Alpha Fire Unlimited Inspection Address 150 3427 Roberto Court Requestor Phone Number 805-540-1472 Requestor Email Address Juan@alphafsa.com Type of inspection Construction Inspection For construction inspections, please provide the permit number (if not applicable, please put "n/a") Fire2812-2025 For construction inspections, please provide the inspection type (if not appplicable, please put "n/a") Rough Requested date/time of day. Please provide 2 preferences. (Minimum of 2 business days' notice) 3/17/2026 Notes for inspector Thank you, City of San Luis Obispo, CA This is an automated message generated by Granicus. Please do not reply directly to this email. 151 From:City of San Luis Obispo, CA <slocitywebmaster@enotify.visioninternet.com> Sent:Wednesday, March 18, 2026 2:23 PM To:Stanley, Erin; Fire Department General Subject:*NEW SUBMISSION* Fire Inspection Request Fire Inspection Request Submission #: 4697059 IP Address: Submission Date: 03/18/2026 2:22 Survey Time: 1 minute, 49 seconds You have a new online form submission. Note: all answers displaying "*****" are marked as sensitive and must be viewed after your login. Requestor Name John Moreno Business Name Alpha Fire Unlimited Inspection Address 3427 Roberto Court Requestor Phone Number 805-540-1472 Requestor Email Address Juan@alphafsa.com Type of inspection Construction Inspection For construction inspections, please provide the permit number (if not applicable, please put "n/a") Fire2812-2025 For construction inspections, please provide the inspection type (if not appplicable, please put "n/a") Rough Requested date/time of day. Please provide 2 preferences. (Minimum of 2 business days' notice) 3/17/2026 Notes for inspector Thank you, City of San Luis Obispo, CA This is an automated message generated by Granicus. Please do not reply directly to this email. 152 From:Wynn, Eva Sent:Tuesday, March 17, 2026 1:25 PM To:Olivia Nagel Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:ROBERTO CT TI Permit Revision Set 260219.pdf; 3427 Roberto Ct TI MUP Modification_DRAFT.pdf Hi Olivia, Thank you for all the information. Based on the revised description, completeness comments 1, 3, 5 are no longer applicable. Comments 2 and 4 appear to be adequately addressed in the updated description. If the applicant is still interested, Planning staff would be able to review a proposed outdoor area layout of tables and chairs that do not exceed a total of 325 sf for tables and chairs. The area could be broken up into smaller sections as discussed and those plans would be part of the Modification decision. This can be included in the resubmittal. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Monday, March 16, 2026 4:37 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. 153 Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors 154 On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked ima ge cannot be displaye d. T… The linked ima ge cannot be displaye d. T… The linked ima ge cannot be displaye d. T… The linked ima ge cannot be displaye d. T… The linked ima ge cannot be displaye d. T… Stay connected with the City by signing up for e-notifications 155 From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8- 10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 156 On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, 157 Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications 03/05/26 Minor Use Permit Modification 3427 Roberto Court, San Luis Obispo, CA APN: 053-063-019 Project Description & Final Modification Goals: The proposed tenant business in Suites 120 & 130 (alcohol production, storage & tasting room areas) will operate as a small-scale craft distillery under Type 74/06 license, with on-site manufacturing as the primary use within a fully enclosed industrial building. A secondary bar/tavern component, consistent with existing use entitlements (USE-3598-2016) and Building Permit (BLDG-1157-2025), will allow on-site alcohol service within designated interior areas and a shared outdoor patio space approved under the current building permit and utilized by on-site tenants. The operation is not intended to function as a stand-alone restaurant. Proposed hours of operation are 11:00 a.m. to 10:00 p.m. daily. We are not requesting later evening hours beyond what was previously permitted. The overall intensity of use is comparable to or less than the previously approved manufacturing and tasting room use, and parking will continue to be accommodated through an existing shared parking arrangement among on-site tenants & uses in Suite 100 (storage) and Suite 110 (food prep & storage). Seeking Modifications to previous USE-3598-2016 dated 1/11/17: Planning #2 & #3, Request to remove conditions because different hours are no longer needed and all required parking is accounted for in parking calculations. No parking allocation is needed for an auto shop, as that use no longer exists on the property. Planning #8, revise hours of operation as noted above Planning #12, revise license type as required Parking Calculations: Parking Calculation Exhibit: RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET REVISION 02/17/26CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL SPIRIT PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL SCALE MANUFACTURING WITH A BAR/TAVERN "TYPE 74/06 LICENSE".·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:SPIRIT PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130SPIRIT PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) SPIRITTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFSPIRIT PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, SPIRIT TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6SPIRIT PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 SPIRIT TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) SPIRIT TASTING(R) COLDSTORAGE(N) EMPLOYEEHALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE2FINISH SCHEDULEHigh St Deli HQ Finish Schedule - 02/17/26RoomNorth WallEast WallSouth WallWest WallCeilingFloorNotes(N) Food Prep (West)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRP & Stainless steel panels by kitchen hoodPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) Food Prep (East)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) StoragePainted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White(N) ClosetPainted Gyp.Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(R) Bar AreaFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsExistingConcrete w/ Tile Cove BaseMarlite standard FRP, color P403N Medium Gray or sim(E) BathPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscotPolyaspartic Flooring: Sherwin-Williams POLY-CRETE SLB or equal, color tbdEpoxy Cove Base: Sherwin-Williams Epoxy Cove Base System or equal, color tbdPaint: Sherwin-Williams White or equalFRP: Marlite standard FRP, color P403N Medium Gray or sim(R) PRODUCTION 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) SPIRIT TASTING891011(N) EMPLY.HALL(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LISTKEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSE&2/$%*/$66:$6+E502'E/12E6E;,67,1*0236,1.+$1'6,1.%<*6:86$[[ 02'E/12+6612786E'%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/62'$0$&+,1E2:1E56833/,E'63E&7%'',67,//,1*6<67E0E48,30E17),//E5 '5$,1%2$5'02'E/12.5'5/,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.50,;2/2*<6,1.02'E/12.506&203$570E176,1.02'E/12.5&3E),//E5 '5$,1%2$5'02'E/12.5&/3E%$&.%$5&22/E502'E/126'/%$&.%$5&22/E502'E/126'5)5267E5&+,//E5*/$6608*3/$7E02'E/12)0&,&E0$&+,1E02'E/12)%$-&1.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19(R) PRODUCTION+/- 16'-0"RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1.REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22.CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3.SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4.ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5.RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7.ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8.WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9.BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10.ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11.LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12.CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13.THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2.A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01(N) RANGE HOOD, TYP.02(E) LINE OF GARAGE DOOR TO REMAIN, TYP.03(E) EXTERIOR AWNING TO REMAIN, TYP.04(E) 8'-0" SOFFIT TO REMAIN05(E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06(N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07(E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL HALLOPEN TO TASTINGSPIRIT TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLDBOX STORAGESPIRIT TASTING8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.PRODUCTIONEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE:3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE:3/16" = 1'-0"2BUILDING SECTION 158 From:Ryan Brockett <ryan@brockitecture.com> Sent:Tuesday, March 17, 2026 12:36 PM To:Nichols, Vanessa; Wynn, Eva; Nelson, Trevor Cc:Olivia Nagel; Doobie Coates Subject:PLREV-0096-2026/ Review Status Hi Vanessa, Just wanted to check in on the status of the permit revision for PLREV-0096-2026 for 3427 Roberto Ct, submitted on 2/19/26. We're separately working with Eva (cc'd) on the modification/clarification of the MUP with this operational change. We also just submitted the plan revisions to the Health Dept yesterday, assuming they'll issue an updated letter, which we can then provide to you for approvals. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 100 S Main St, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 We've moved...next door! Please note the new address above. 159 From:Olivia Nagel <olivia@brockitecture.com> Sent:Monday, March 16, 2026 4:37 PM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, I hope you had a nice weekend! I just wanted to check in regarding the documents we sent over and see if you’ve had a chance to review them yet. Please let me know if you have any questions or if there’s anything else you need from our end. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Mon, Mar 9, 2026 at 5:02 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 160 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors 161 On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org 162 To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8- 10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 163 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 164 From:Adam Weleba <Adam@apexfire805.com> Sent:Friday, March 13, 2026 8:33 AM To:planreview@jaspacific.com Cc:Beres, Jason Subject:Plan Review Comments Attachments:Correction repsonse letter.docx; 3427 ROBERTO CT.- FIRE-0387-2026- PC1 - FIRE COMMENTS.pdf; 3427 ROBERTO COURT.pdf Good morning, This email and attached letter is in response to a list of corrections I received for a hood suppression job in San Luis Obispo at 3427 Roberto Ct. The list of corrections I received is full of non-requirements, redundancies, and otherwise complete wastes of time and money. Non-requirements such as corrections relating to building construction type, number of stories, occupancy classification, or square footage, also including scaled floor plan drawings. That information can be found on the building permit, not the permit for a pre-engineered suppression system covering only the hood. Redundancies like asking for numbers of sheets on a one sheet submittal or asking for the size and model of the fire extinguisher and whether or not it is used or new. Those are thing checked during inspection and have nothing to do with the basis of the plan which is a hood suppression system. The request for me to provide your notes "verbatim" may be the biggest overstep. Most of the notes you provided are already on the pan in one form or another, and if they are not, it is because they are not relevant to this system or scope of work. I have to say, in 25 years of submitting pre-engineered hood suppression plans this is the most absurd set of corrections I have ever received. My experience with outside review firms is that even after they receive correction back, there is yet another set or additional corrections with another set of fees attached. It even goes as far to say it in your letter that additional corrections may follow. Every time you dream something else up, you attach more fees and send it back, wasting everyone's time and money except yours. What make it worse is that I have worked directly for this particular plan reviewer when she was at Santa Maria City Fire Department where I have had countless sets of plans approved and permits issued where none of this information was required. Same goes for San Luis Obispo City Fire Department. For years I have had fire plans approved and permits issued without this list of nonsense. Your playbook is not in line with the industry standards, nor is it in line with the City you are representing. It is your individual version designed to maximize your income while wasting everyone else's time. This is beyond absurd Adam Weleba President Apex Fire Control 1027332 C16 Apex Kitchen Solutions 1102456 B Paso Robles, Ca. (805) 975-8170 Psalm 91:1-2 Whoever dwells in the shelter of the Most High will rest in the shadow of the Almighty. I will say of the lord, "He is my refuge and my fortress, my God, in whom I trust" 165 24V DC SUPERVISED LOOOP MANUAL ACTIVATION DUCT OPENING 16" DUCT OPENING 16" 24V DC SUPERVISED LOOP DUCT FIRESTAT #1 120V AC / 24V DC HOOD #1 12' OL-F TANK SYSTEM1/2" COPPER PIPE CONTROL PANEL OL-FOL-F 1/2" COPPER PIPE 4 GAL 4 GAL TANK 4.0 TANK 4.0 CYLINDER CYLINDER 18" 27" 27" 27" 27" 18" CAPTIVEAIRE TANK FIRE SUPPRESSION OL-F OL-F OL-F OL-F OL-F NOZZLE HEIGHT FOR ALL NOZZLES IN THIS SYSTEM 35" - 50" ABOVE COOKING SURFACE 35"-50" 35"-50" 35"-50" 35"-50" 35"-50" 35"-50" 6" 6" CHEESEMELTER MANUAL ACTIVATION PUSH TANK OVERLAPPING COVERAGE PROTECTION - 30. HIGH PROXIMITY 144" X 30" DEEP TANK OVERLAPPING COVERAGE PROTECTION -30. HIGH PROXIMITY 144" X 30" DEEP SHUT TANK OVERLAPPING PROTECTION HIGH PROXIMTIYK CLASS EXT OFF 156" X 30" GAS VALVENO OBSTRUCTIONS OR SPECIAL HAZARDS PRESENT IN PLAN CONVECTION OVEN (NO COVERAGE) SIX BURNER RANGE 36"X24" JOB NOTESSYSTEM NOZZLE AND FLOW POINT CHART DESIGN SPECIFICATIONS1. CLASS K FIRE EXTINGUISHER SHALL BE PRESENT AND MOUNTED AT AN EGRESS =-< 30' FROM HOODNOZZLE PART # NOZZLE FLOW POINTS NOZZLE QUANTITY TOTAL FLOW POINTS NOZZLE HEIGHT1. HOOD LENGTH 12'6"2. MANUAL PULL STATION SHALL BE MOUNTED 42" - 48" FROM THE FLOOR 10'-20' FROM THE HOODOL-F PLENUM NOZZLE4280"-6" FROM END OF HOOD2. DUCT DIMENSIONS16" ROUND3. ALL HOLES IN HOOD SHALL BE SEALED WITH UL LISTED QUICK SEALSOL-F DUCT NOZZLE41 40"-6" IN TO DUCT3. GAS LINE SIZE2"4. ALL PIPING SHALL BE SCHEDULE 40 BLACK PIPE (CHROME SLEEVING / STAINLESS ALLOWED)OL-F APPLIANCE NOZZLES452035"-50" ABOVE SURFACE 4. FIRE SYSTEM SIZE4/4 GAL5. EXISTING MAKE UP AIR (WHEN PRESENT) SHALL BE SHUT DOWN UPON SYSTEM ACTIVATION 5. SYSTEM PIPE SIZE 1/2" COPPER 3/8" STEEL6. EXISTING MONITORED FIRE ALARM (WHEN PRESENT) SHALL BE TIED IN TO FIRE SYSTEM 6. FIRESTAT TEMP.360*7. PIPING AND CONDUIT SHALL BE BRACED WITH STAND OFF CLAMPS OR HOLE STRAPS 7. FIRESTAT QTY. 18. EACH APPLIANCE REQUIRING NOZZLE COVERAGE SHALL REQUIRE A FUSIBLE LINK 8. EXISTING ALARM9. ALL FUEL SOURCES SHALL SHUT DOWN UPON SYSTEM ACTIVATIONTOTAL FLOW POINTS USED329. EXISTING MAKE UP AIRYES10. ALL SYSTEM COMPONENTS SHALL BE LISTED IN THE CURRENT MFG. MANUAL AVAILABLE FLOW POINTS4011. EXHAUST FAN SHALL REMIAN ON WHEN FIRE SYSTEM IS ACTIVATED MOUNTING DETAILS JOB LAYOUT AND FLOORPLAN1. TANK CONTROLS AND CYLINDERS SHALL BE MOUNTED TO STUDS OR IN HOOD CABINET2. 2-1/2" X 1/4" S.S. LAG SCREWS SHALL BE USED IN PRE-DRILLED HOLES3. UNISTRUT SHALL BE USED FOR METAL STUD APPLICATIONS 3. UNISTRUT SHALL SPAN A MINIMUM OF FOUR (4) STUDS DUCT 4. 5/16" BOLTS AND STRUT NUTS SHALL BE USED TO SECURE CYLINDER BRACKET TO STRUT TANK FIRE CONTROL PANEL 5. 3"X1/4" TOGGLE BOLTS SHALL BE USED IN HOLLOW WALL APPLICATIONS AND AGENT CYLINDERS HOOD K-CLASS EXT. MANUAL ACTIVATION123 2"X4"UNISTRUT WOODSPANNEDHOOD TANK CONTROL KITCHEN EGRESSSTUD W/TWO (2) MANUAL ACTIVATION 4 PRE - METAL DRILLEDSTUDS W/ NOTE: These plans have been designed in accordance withHOLESSTRUT NFPA 17A 2024 edition, NFPA 96 2024 edition 2025 californiaFOR S.S.NUTSSEATING AREASEATING AREA fire code, and the manufacturers design and installation requirements1/4" X (FACTORY WELD) OUTSIDE2-1/2" EGRESSLAG SCREWSAPEX FIRE CONTROLUL 300 PRE - ENGINEEREDCOMMERCIAL BUILDING809 PASO ROBLES STFIRE SUPPRESSION SYSTEM.3427 ROBERTO COURT PASO ROBLES, CA. 93446PLANS NOT TO SCALESAN LUIS OBISPO, CA. 93401STATE LIC # 1027332 C-16NUMBER OF SHEETS: 1 (805) 369 - 2005NFPA 17A NFPA 96 CMC K Page 1 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com Date: 2/27/2026 Jurisdiction: SAN LUIS OBISPO Plan Check Number: FIRE-0387-2026 Project Address: 3427 ROBERTO CT. Project Name: T.I. ANSUL SYSTEM MODIFICATION Type of Construction: TBD (CORRECTION) Occupancy Classification: TBD (CORRECTION) Number of Stories: TBD (CORRECTION) Total Floor Area: TBD (CORRECTION) Plan Check Status: 1ST PC Corrections issued Plan Reviewer: D. PASCHKE Information and Instructions: A plan review has been performed on the project referenced above for verification of conformance with local, State and Federal codes and ordinances. As a result of this review, the correction items listed below require additional information and/or revisions be made to the plans.  Please provide a written response to each of the items listed below with an indication as to the method of resolution and the location within the plans or calculations. Incomplete responses may delay approval. All substantial revisions or additions must be fully clouded with a revision mark.  Return all plans, calculations, documents and applications from the original submittal with the revised plan package.  Please note additional corrections may be required following review of the revised plans. Completion of the corrections and/or submittal of revised plans do not presume approval. Page 2 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com FIRE SPRINKLER SYSTEM 1. Include the following data in the Building Information Section: (2025 CFC 106.1) a. Construction Type b. Occupancy Classification c. Square footage of the building, and the unit for the permit d. Number of stories 2. Provide the design professional signature on each sheet of the plans. (CA Bus and Prof Code 5536.1a). There is no license expiration date on the C-16 signature. 3. Please provide sheet numbers on each of the pages for reference. There is no sheet numbers on the plan set. 4. Update and provide the “Scope of Work” for this plan submittal. The scope of work appears to be an Ansul fire suppression system (NFPA 96). Clarify and add a scope of work section on the first plan sheet and include if this is an existing system modification or a new Ansul system. 5. All plans shall be to the currently adopted code standards. Add the following note to the plans: “These plans have been designed in accordance with NFPA 17A (2024 edition), NFPA 96 (2024 edition), 2025 California Fire Code, and the manufacturer’s design and installation requirements.” 6. Provide more detail for the symbol “K Class Ext”. Clarify what the rating and requirement is calling out for the fire extinguisher. Provide the size and model. Clarify if there is an existing or a new extinguisher and conform a 2A-10BC size and model. 7. Please provide scaled floor plans, including north reference. 8. Provide the following hood system plan review verbatim notes on the plan: a. A separate permit is required to be interconnected to the building fire alarm system or fire sprinkler monitoring system. Page 3 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com b. The approved system shall be pre-tested prior to the scheduled inspection of the required acceptance test. c. Piping shall be rigidly supported to prevent movement. d. Appliances with wheels shall be secured in place. e. Manual pull stations shall be located no higher than four (4) feet above the finished floor and shall be readily accessible for use. f. All gas fueled, electrically powered, and heat-producing equipment located under the hood shall shut down upon activation of the extinguishing system. g. All discharge nozzles shall be provided with caps, covers, or other suitable protective devices. h. Hood and duct construction and installation shall be in accordance with the CMC and nationally recognized standards. These assemblies are subject to approval and inspection by the Building Official and are not part of the Fire plan review process as it relates to the installation of the hood extinguishing system. i. Where multiple manual actuators are installed for protection of separate extinguishing systems, they shall be identified as to which extinguishing system each will activate. j. Hood exhaust fans shall continue to operate after the extinguishing system has been activated, unless fan shutdown is required by a listed component of the ventilation system or by the design of the extinguishing system. k. The inside of the edge of the hood shall overhang a horizontal distance of not less than six (6) inches beyond the edge of the cooking surface on all open sides, and the vertical distance between the lip of the hood and the cooking surface shall not exceed four (4) feet unless the manufacturer’s specifications state otherwise. Please cloud all corrections and designate them with a Revision # and provide a written response to each correction above as stated in the instructions. -end. APEX FIRE CONTROL Fire Suppression Specialists 809 Paso Robles St. Paso Robles Ca 93446 (805) 369-2005 Lic. 1027332 C-16 / OSFM 2553 __________________________________________________________________________________________________ In reposnse to the correction letter I received for 3427 Roberto Ct in San Luis Obispo, I have the following responses: Item: 1. These Items are all found on the construction permit. Hood suppression plans have never been required to show this information, and I do not find it anywhere in NFPA 17A that this information is required. 2. Pre-engineered systems by definition do not require a design professional. The C16 stamp on the plans does not require any dates. It isn’t even required to be there. The license expiration is on the permit application and is kept in standing with the city. 3. Providing sheet numbers for a one sheet plan is not a correction. Besides, it says number of sheets 1 on the plan already. 4. The scope of work is in the permit application. It doesn’t say Ansul anywhere on the plans, this is a Captiveaire TANK fire suppression system provided by captiveaire. This is new construction, but even if it was existing and we were modifying it, it would not change the code, or the design. 5. I added a note on the plan to further clarify the existing notes. 6. What is a “more detailed” symbol for a K extinguisher and how would I know what you consider that to be. It is listed on the plan in two places already. 7. I do not have a requirement for scaled floor plans. This is a pre-engineered system where plan scale is not required. Scaled floor plans already exist on the building plans. 8. This request is by far the most absurd. Most of these notes already exist on the plan in one place or another, and the ones that don’t are not relevant to this system. I have never been asked to remove my job notes and use someone elses, especially not “verbatim.” If there is something missing from my n otes that needs to be there by code, or is relevant to my scope of work please identify it and I will add it. Otherwise my notes are accurate and relevant and will not be removed. 166 From:Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent:Thursday, March 12, 2026 3:27 PM To:Oetzell, Walter Subject:Re: Green Bottle 3427 ROBERTO CT, STE 130 Perfect, thank you for the confirmation. Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov From: Oetzell, Walter <woetzell@slocity.org> Sent: Thursday, March 12, 2026 3:14 PM To: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Cc: Wynn, Eva <EWynn@slocity.org> Subject: RE: Green Bottle 3427 ROBERTO CT, STE 130 CAUTION: External Email. Do not click on links or attachments unless you recognize the sender and know the content is safe. Hello Samantha, That is correct, modification of the existing use permit for the site to accommodate their operation is under consideration at this time. Eva Wynn is the assigned planner. Eva can be reached at (805) 781-7172 (or by email to ewynn@slocity.org) for additional details about permit review. Walter Oetzell Assistant Planner Community Development Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E woetzell@slocity.org T 805.781.7593 slocity.org 167 Stay connected with the City by signing up for e-notifications From: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent: Thursday, March 12, 2026 11:50 AM To: Oetzell, Walter <woetzell@slocity.org> Subject: Green Bottle 3427 ROBERTO CT, STE 130 Good afternoon, Walter, Thank you for following up. My apologies I was out of the office yesterday. I received correspondence from Green Bottle that they are currently working with the City Planning staff "coordinating with Eva Wynn on a revised use permit since we took over an existing operating cidery at the location". I just wanted to confirm that this was correct, and I do not need to provide any further guidance to them regarding this matter. Thank you, Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov 168 From:Building <building@slocity.org> Sent:Thursday, March 12, 2026 8:07 AM To:Adam@ApexFire805.com Subject:FIRE-0387-2026 (3427 Roberto Ct Unit:100 Attachments:3427 ROBERTO CT.- FIRE-0387-2026- PC1 - FIRE COMMENTS.pdf Hello, Please find the attached comment letters for this project. Please address corrections and provide written responses with your re-submittal. Comments are also available to download on the portal. Thank you! Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications Page 1 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com Date: 2/27/2026 Jurisdiction: SAN LUIS OBISPO Plan Check Number: FIRE-0387-2026 Project Address: 3427 ROBERTO CT. Project Name: T.I. ANSUL SYSTEM MODIFICATION Type of Construction: TBD (CORRECTION) Occupancy Classification: TBD (CORRECTION) Number of Stories: TBD (CORRECTION) Total Floor Area: TBD (CORRECTION) Plan Check Status: 1ST PC Corrections issued Plan Reviewer: D. PASCHKE Information and Instructions: A plan review has been performed on the project referenced above for verification of conformance with local, State and Federal codes and ordinances. As a result of this review, the correction items listed below require additional information and/or revisions be made to the plans.  Please provide a written response to each of the items listed below with an indication as to the method of resolution and the location within the plans or calculations. Incomplete responses may delay approval. All substantial revisions or additions must be fully clouded with a revision mark.  Return all plans, calculations, documents and applications from the original submittal with the revised plan package.  Please note additional corrections may be required following review of the revised plans. Completion of the corrections and/or submittal of revised plans do not presume approval. Page 2 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com FIRE SPRINKLER SYSTEM 1. Include the following data in the Building Information Section: (2025 CFC 106.1) a. Construction Type b. Occupancy Classification c. Square footage of the building, and the unit for the permit d. Number of stories 2. Provide the design professional signature on each sheet of the plans. (CA Bus and Prof Code 5536.1a). There is no license expiration date on the C-16 signature. 3. Please provide sheet numbers on each of the pages for reference. There is no sheet numbers on the plan set. 4. Update and provide the “Scope of Work” for this plan submittal. The scope of work appears to be an Ansul fire suppression system (NFPA 96). Clarify and add a scope of work section on the first plan sheet and include if this is an existing system modification or a new Ansul system. 5. All plans shall be to the currently adopted code standards. Add the following note to the plans: “These plans have been designed in accordance with NFPA 17A (2024 edition), NFPA 96 (2024 edition), 2025 California Fire Code, and the manufacturer’s design and installation requirements.” 6. Provide more detail for the symbol “K Class Ext”. Clarify what the rating and requirement is calling out for the fire extinguisher. Provide the size and model. Clarify if there is an existing or a new extinguisher and conform a 2A-10BC size and model. 7. Please provide scaled floor plans, including north reference. 8. Provide the following hood system plan review verbatim notes on the plan: a. A separate permit is required to be interconnected to the building fire alarm system or fire sprinkler monitoring system. Page 3 of 3 201 N Euclid Avenue I Upland, CA 91786 I 800.818.3677 I planreview@jaspacific.com b. The approved system shall be pre-tested prior to the scheduled inspection of the required acceptance test. c. Piping shall be rigidly supported to prevent movement. d. Appliances with wheels shall be secured in place. e. Manual pull stations shall be located no higher than four (4) feet above the finished floor and shall be readily accessible for use. f. All gas fueled, electrically powered, and heat-producing equipment located under the hood shall shut down upon activation of the extinguishing system. g. All discharge nozzles shall be provided with caps, covers, or other suitable protective devices. h. Hood and duct construction and installation shall be in accordance with the CMC and nationally recognized standards. These assemblies are subject to approval and inspection by the Building Official and are not part of the Fire plan review process as it relates to the installation of the hood extinguishing system. i. Where multiple manual actuators are installed for protection of separate extinguishing systems, they shall be identified as to which extinguishing system each will activate. j. Hood exhaust fans shall continue to operate after the extinguishing system has been activated, unless fan shutdown is required by a listed component of the ventilation system or by the design of the extinguishing system. k. The inside of the edge of the hood shall overhang a horizontal distance of not less than six (6) inches beyond the edge of the cooking surface on all open sides, and the vertical distance between the lip of the hood and the cooking surface shall not exceed four (4) feet unless the manufacturer’s specifications state otherwise. Please cloud all corrections and designate them with a Revision # and provide a written response to each correction above as stated in the instructions. -end. 169 From:Eric Malicoat <Eric@southpawsigns.com> Sent:Tuesday, March 10, 2026 11:34 AM To:Oetzell, Walter Subject:Digital Copy of Sign Permit File from Yesterday 1 of 2 Attachments:Permit-HSDTT-V1.pdf As promised, aƩached is the digital copy of the drawing for the High St Deli/GreenBoƩle sign package. -- Thanks, Eric Malicoat Southpaw Signs 1820 Railroad Street Oceano, Ca 93445 Phone 805.474.5700 Cell 805.709.6130 A1Project Descriptions and Contacts High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH: 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA ELECTRICAL CODE (ECE) Sign Package 2026 The goal is to provide building signage with a classic design, with refined mix of urban and vintage style, appropriate to the industrial feel of the area. There are two businesses sharing the inside of the building and its single public entrance. Both signs represent both businesses. Sign A is freestanding monument sign in the landscaping and visible from the road. There is a secondary logo panel for each of the two uses on the panel. There is NOT internal illumination. Existing landscaping lights will provide some external illumination. Sign B is wall sign near the back of the property. It will cover an existing steel overhang over the main public entrance to the building. The majority of the sign is aged wood box with hand painted logos and external illumination from small LED downlights. The center part is fabricated metal sign with exposed neon. Sign Summary Total Proposed Signage: 99 SF Monument Sign: Sign A - Size: 24 square feet - Height: 6 feet - No internal Illumination - External illumination from landscape lights Wall Sign Sign B - Size: 75 square feet - External illumination and Neon Project Information APPLICANT High Street Deli/The Green Bottle 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 805 234-1220 Highstdeli@gmail.com PROPERTY OWNER Randy Coates 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 805 234-1220 Highstdeli@gmail.com SIGN COMPANY Southpaw Sign Co, 1820 Railroad Ave Oceano, CA 93445 805-474-5700 Eric@southpawsigns.com City Sign Allowance Zoning: M APNs: 053-063-019 Total Signage Area - 200sf max combined Total Signage Quantity - 2 Monument Signage - 24sf max Wall Signage - 100sf max 2022 CALIFORNIA ENERGY CODE (CEnC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA GREEN CODE (CGC) A2ASSESSOR’S MAP With Sign Locations SIGN A New Monument Sign SIGN B New Wall Sign High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A3Site Plan - Google Earth With Sign Locations SIGN A New Monument Sign SIGN B New Wall Sign High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A4Building Plan With Sign Locations SIGN A New Monument Sign SIGN B New Wall Sign High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A5Concept Drawing Sign A (24sf) SIGN B New Wall Sign SIGN A New Monument Sign High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A9Sign A (24sf) Notes and Callouts A6 Main Sign Body 7” thick aluminum welded aluminum frame over 3” steel post Logo 1 on 1.5” thick secondary panel 3/8” individual aluminum letters Side trim detail1x4” aluminum on side Logo 2 on 1.5” thick secondary panel High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A7Sign A (24sf) Dimensions 47.50" 7.00"73.64"62.30"72.00”23.18" 8.62" 35.29" High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A8Sign A (24sf) Structure Main Sign Body 7” thick aluminum welded aluminum frame over 3” steel post Logo 2 on 1.5” thick secondary panel 3/8” individual aluminum letters Side trim detail1x4” aluminum on side Logo 2 on 1.5” thick secondary panel 3” steel post set in concrete 12” diameter hole filled with concrete 2x1/4” aluminum angle welded to frame and bolted to steel pole High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 A9Sign A (24sf) Electrical This is a non-illuminated sign NOT APPLICABLE There is no electrical High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Concept Drawing Rendering SIGN B New Wall Sign A10High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Concept Drawing Day vs Night A11 Day View Night View High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Existing A12 Existing Day View High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Dimensions Side View A14 Front ViewSide View Front View 36.00” 154.10"70.06"44.67"12” High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Structure A15 Side View Existing Steel Frame overhang New 2” angle frame for attaching wood together and securing to existing steel Fabricated sheet metal cabinate with 1/8” face and 1/16” sides of painted aluminum Secure new to old with 1/4” self tapping screws 24”OC Front View High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Electrical Layout A16 Side View Front View Exposed Neon Glass Tubes GTO Wire from Transforms 15K 30ma neon transformers on a dedicated 30amp circuit with an astronomic timer 120v power from building 12v LED power supply 12v 5-10 watt LED downlights High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Typical Neon Details Standard Exposed Neon Electrical Details Access panels on side of sign body for service access Aluminum sign body secured with Grade 8 3/8” x 7” bolts through steel sign bracket Primary electric line to junction box, dedicated 20 amp branch circuit and astronomical timer (CEnC 103.2(c)2 & 130.3) (through sign’s bracket) Glass Housing with twisted connection in housing No cap required if in cabinet enclosure (sign disconnect. CEC 600.6) A17High Street/The Green Bottle SLOHigh Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 Sign B (75sf) Downlight Details High Street/Topa Topa SLO Standard Exposed Neon Electrical Details A18 LED downwash Lighting 12 Inch Retaining Wall Lights 9W 3000K Landscape Lighting Die-cast Aluminum Housing Paver Wall Lights, Low Voltage 12V Reliable operation in temperatures of -40°F (-40°C) to 122°F (50°C). Clear polycarbonate optical lens is impact and UV-resistant. Sealed lens and housing to keep out moisture and dust. Pre-wired 39'' SPT-2 18 AWG leads for easy installation. UL Wet Location Listed for safe operation in wet environments. 5-Year limited warranty with a lifespan of 50,000 hours. Must be powered by 12V low voltage transformer High Street High Street SLO 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 170 From:Wynn, Eva Sent:Monday, March 9, 2026 5:02 PM To:Olivia Nagel Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Olivia, Thank you for the update. I will take a look at the submitted documents and get back to by the end of the day Wednesday. I'll be in a training all day tomorrow. Sincerely, Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Thursday, March 5, 2026 2:46 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, 171 I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 172 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. 173 Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org 174 The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… The linked image cannot be displayed. T… Stay connected with the City by signing up for e-notifications 175 From:Olivia Nagel <olivia@brockitecture.com> Sent:Thursday, March 5, 2026 2:47 PM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:3427 Roberto Ct TI MUP Modification_DRAFT.pdf Follow Up Flag:Flag for follow up Flag Status:Completed Hi Eva, After reviewing the project and our discussion on the last call, we’ve updated the MUP description and wanted to send you a draft for review to make sure the language aligns with our final goals. After further discussion with the team, we’ve decided not to pursue the larger patio space. Instead, we will stay within the allowed 325 SF patio area. Because of this, we will not need to modify Condition #5 of the MUP, which should help streamline the process and eliminate the need for a parking analysis. Please let me know what you think and if you’d recommend revising any of the wording. Thanks so much for all your help on this. Best, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Mar 4, 2026 at 1:49 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, I just wanted to follow up on our last call to see if you had any additional insight on a couple of items:  Would the shared parking analysis need to be prepared by a parking consultant/traffic engineer, or could we complete that analysis in-house?  For the exterior space, would seating be calculated based on gross area, or only the true seating areas (excluding accessible paths of travel, walkways, etc.)? I’m hoping you received the revised permit set I sent over. Once we have clarification on these items, we’ll finalize the MUP project description and get that back to you. Thanks so much, Olivia Olivia Nagel Brockett Architects / Interiors 176 On Wed, Feb 25, 2026 at 4:44 PM Olivia Nagel <olivia@brockitecture.com> wrote: Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your priv acy, Microsoft Of… To help prot ect your priv acy, Microsoft Of… To help prot ect your priv acy, Microsoft Of… To help prot ect your priv acy, Microsoft Of… To help prot ect your priv acy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? 177 Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, 178 I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications 03/05/26 Minor Use Permit Modification 3427 Roberto Court, San Luis Obispo, CA APN: 053-063-019 Project Description & Final Modification Goals: The proposed tenant business in Suites 120 & 130 (alcohol production, storage & tasting room areas) will operate as a small-scale craft distillery under Type 74/06 license, with on-site manufacturing as the primary use within a fully enclosed industrial building. A secondary bar/tavern component, consistent with existing use entitlements (USE-3598-2016) and Building Permit (BLDG-1157-2025), will allow on-site alcohol service within designated interior areas and a shared outdoor patio space approved under the current building permit and utilized by on-site tenants. The operation is not intended to function as a stand-alone restaurant. Proposed hours of operation are 11:00 a.m. to 10:00 p.m. daily. We are not requesting later evening hours beyond what was previously permitted. The overall intensity of use is comparable to or less than the previously approved manufacturing and tasting room use, and parking will continue to be accommodated through an existing shared parking arrangement among on-site tenants & uses in Suite 100 (storage) and Suite 110 (food prep & storage). Seeking Modifications to previous USE-3598-2016 dated 1/11/17: Planning #2 & #3, Request to remove conditions because different hours are no longer needed and all required parking is accounted for in parking calculations. No parking allocation is needed for an auto shop, as that use no longer exists on the property. Planning #8, revise hours of operation as noted above Planning #12, revise license type as required Parking Calculations: Parking Calculation Exhibit: 183 From:JAS PACIFIC PLAN REVIEW <planreview@jaspacific.com> Sent:Monday, March 2, 2026 11:02 AM To:Building Subject:PROJECT RETURN 3/2/2026 Attachments:FIRE-0160-2026 - 670 BRANCH STREET UNIT A FIRE HRLY 2ND.pdf; FIRE-0394-2026 - 949 HIGUERA ST HRLY 1ST.pdf; FIRE-2907-2025 - 808 MISSION STREET HRLY 2ND.pdf; FIRE-0387-2026 - 3427 ROBERTO CT HRLY 1ST.pdf Good afternoon, The following review have been completed, and plan review documents have been uploaded to EnerGov. BLDG-3053-2025 - 1426 PARSONS WAY – CORRECTIONS FIRE-0387-2026 - 3427 ROBERTO CT – CORRECTIONS BLDG-2611-2025 - 271 KENTUCKY STREET – CORRECTIONS FIRE-2907-2025 - 808 MISSION STREET – APPROVED FIRE-0394-2026 - 949 HIGUERA ST – CORRECTIONS FIRE-0160-2026 - 670 BRANCH STREET UNIT A - APPROVED Thanks, LETTER OF TRANSMITTAL Engineering the Way Jurisdiction Date 3/2/2026 Permit Number Attn BUILDING AND SAFETY Project Address Project Name Project Description Plan Check Engineer DENA FOOSE Email Phone 800.818.3677 Review 1st 2nd 3rd 4th Disposition CORRECTIONS Review 1st 2nd 3rd 4th Hours 0.75 0 0 0 Total 0.75 TIE IN OF SUPPLIED CAPTIVEAIRE TANK FIRE SUPPRESSION SYSTEM PLANREVIEW@JASPACIFIC.COM PROJECT DETAILS FIRE-0387-2026 - PROJECT STATUS NOTES 3427 ROBERTO CT TIME DETAIL CITY OF SAN LUIS OBISPO JAS Pacific | PO Box 2002, Upland, CA 91785 | 800-818-3677 | planreview@jaspacific.com 184 From:Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent:Thursday, February 26, 2026 4:20 PM To:Amoroso, Brian Subject:Re: 3427 Roberto Court #100, San Luis Obispo, CA 93401 Thank you, have a great rest of your week. Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov From: Amoroso, Brian <bamoroso@slocity.org> Sent: Thursday, February 26, 2026 1:53 PM To: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Subject: RE: 3427 Roberto Court #100, San Luis Obispo, CA 93401 CAUTION: External Email. Do not click on links or attachments unless you recognize the sender and know the content is safe. Thank you for the update,. I have no concerns. Thanks. Brian Brian Amoroso Deputy Chief Police Department 1042 Walnut Street, San Luis Obispo, CA 93401-2729 E bamoroso@slocity.org T 805.594.8016 slocity.org 185 Stay connected with the City by signing up for e-notifications This e-mail, and any files transmitted with it, are intended only for the person or entity to which it is addressed and may contain confidential, protected, and/or privileged material. Any review, re-transmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from any computer. From: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent: Thursday, February 26, 2026 12:15 PM To: Amoroso, Brian <bamoroso@slocity.org> Subject: Re: 3427 Roberto Court #100, San Luis Obispo, CA 93401 Good morning, Thank you for your response. Their planned hours are 11:00am - 10:00pm daily. Please let me know if you require any further information. Thank you, Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov From: Amoroso, Brian <bamoroso@slocity.org> Sent: Wednesday, February 25, 2026 3:37 PM To: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov>; Schafer, Aaron <ASchafer@slocity.org> Subject: RE: 3427 Roberto Court #100, San Luis Obispo, CA 93401 CAUTION: External Email. Do not click on links or attachments unless you recognize the sender and know the content is safe. Hi Samantha. We have no concerns. What are their planned hours of operation? Thanks 186 Brian Brian Amoroso Deputy Chief Police Department 1042 Walnut Street, San Luis Obispo, CA 93401-2729 E bamoroso@slocity.org T 805.594.8016 slocity.org Stay connected with the City by signing up for e-notifications This e-mail, and any files transmitted with it, are intended only for the person or entity to which it is addressed and may contain confidential, protected, and/or privileged material. Any review, re-transmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from any computer. From: Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent: Wednesday, February 25, 2026 11:58 AM To: Amoroso, Brian <bamoroso@slocity.org>; Schafer, Aaron <ASchafer@slocity.org> Subject: 3427 Roberto Court #100, San Luis Obispo, CA 93401 Good afternoon, I am investigating an application for an alcoholic beverage license submitted by the applicant below. The applicant has applied for a Type 74 – Craft Distiller. This is for a distilled spirits manufacturer and restaurant on premises with a patio. If you have any questions, concerns, or objections to the issuance of this license, please respond no later than 3/15/2026. Applicant: GREEN BOTTLE DBA: Green Bottle License No: 676798 Address: 3427 Roberto Court #100, San Luis Obispo, CA 93401 License Type: Type 74 – Craft Distiller, 06 Still Patio: Yes Entertainment: TV, Music on speakers ambient background If no response to this e-mail is received by 3/15/2026, we will proceed with the understanding that there are no questions, concerns, or objections to the issuance of the license. Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov 187 188 From:Olivia Nagel <olivia@brockitecture.com> Sent:Wednesday, February 25, 2026 4:45 PM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Attachments:ROBERTO CT TI Permit Revision Set 260219.pdf Hi Eva, Thanks for the productive call. Please find attached the revised permit set previously submitted via the portal. We are revising the MUP modification project description/request PDF and will get that sent over to you soon. Thanks, Olivia Olivia Nagel Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Sounds good. Thanks Ryan! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, 189 Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan 190 Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… To help protect you r privacy, Micr osoft Of… Stay connected with the City by signing up for e-notifications RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET REVISION 02/17/26CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL SPIRIT PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL SCALE MANUFACTURING WITH A BAR/TAVERN "TYPE 74/06 LICENSE".·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:SPIRIT PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130SPIRIT PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) SPIRITTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFSPIRIT PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, SPIRIT TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6SPIRIT PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 SPIRIT TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) SPIRIT TASTING(R) COLDSTORAGE(N) EMPLOYEEHALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE2FINISH SCHEDULEHigh St Deli HQ Finish Schedule - 02/17/26RoomNorth WallEast WallSouth WallWest WallCeilingFloorNotes(N) Food Prep (West)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRP & Stainless steel panels by kitchen hoodPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) Food Prep (East)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) StoragePainted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White(N) ClosetPainted Gyp.Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(R) Bar AreaFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsExistingConcrete w/ Tile Cove BaseMarlite standard FRP, color P403N Medium Gray or sim(E) BathPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscotPolyaspartic Flooring: Sherwin-Williams POLY-CRETE SLB or equal, color tbdEpoxy Cove Base: Sherwin-Williams Epoxy Cove Base System or equal, color tbdPaint: Sherwin-Williams White or equalFRP: Marlite standard FRP, color P403N Medium Gray or sim(R) PRODUCTION 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) SPIRIT TASTING891011(N) EMPLY.HALL(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LISTKEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSE&2/$%*/$66:$6+E502'E/12E6E;,67,1*0236,1.+$1'6,1.%<*6:86$[[ 02'E/12+6612786E'%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/62'$0$&+,1E2:1E56833/,E'63E&7%'',67,//,1*6<67E0E48,30E17),//E5 '5$,1%2$5'02'E/12.5'5/,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.50,;2/2*<6,1.02'E/12.506&203$570E176,1.02'E/12.5&3E),//E5 '5$,1%2$5'02'E/12.5&/3E%$&.%$5&22/E502'E/126'/%$&.%$5&22/E502'E/126'5)5267E5&+,//E5*/$6608*3/$7E02'E/12)0&,&E0$&+,1E02'E/12)%$-&1.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19(R) PRODUCTION+/- 16'-0"RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1.REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22.CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3.SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4.ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5.RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7.ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8.WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9.BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10.ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11.LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12.CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13.THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2.A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01(N) RANGE HOOD, TYP.02(E) LINE OF GARAGE DOOR TO REMAIN, TYP.03(E) EXTERIOR AWNING TO REMAIN, TYP.04(E) 8'-0" SOFFIT TO REMAIN05(E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06(N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07(E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL TASTINGSPIRIT TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLDBOX STORAGESPIRIT TASTING8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.PRODUCTIONEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE:3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE:3/16" = 1'-0"2BUILDING SECTION 193 From:Wynn, Eva Sent:Wednesday, February 25, 2026 3:34 PM To:Ryan Brockett Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Ryan, I am running just a few minutes late. I'll call you in just a bit! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner 194 Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 195 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 196 From:Wynn, Eva Sent:Wednesday, February 25, 2026 1:41 PM To:Oetzell, Walter Subject:Re: Application MOD-0026-2026 (3427 Roberto) Great, thank you Walter! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Oetzell, Walter <woetzell@slocity.org> Sent: Wednesday, February 25, 2026 1:29 PM To: Wynn, Eva <EWynn@slocity.org> Subject: Application MOD-0026-2026 (3427 Roberto) Hello Eva, Just a quick note to let you know that I advised Samantha Fullerton at ABC that distilling activities License Types 74 & 06 require a Use Permit in order to be conducted 3427 Roberto Court. This is relevant to Green Bottle, who has filed and ABC applications, and we received a notice from ABC (File 676798). I also let her know that the use permit was under consideration for modification (MOD-0026-2026) to allow this. She notes that they will not issue license until review is concluded (see attached message). Walter Oetzell Assistant Planner Community Development Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E woetzell@slocity.org T 805.781.7593 slocity.org Stay connected with the City by signing up for e-notifications 197 From:Wynn, Eva Sent:Wednesday, February 25, 2026 1:42 PM To:Ryan Brockett Cc:highstdeli@gmail.com; Olivia Nagel Subject:Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Sounds good. Thanks Ryan! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:40 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, 3:30 works for me! Just call me directly, as Olivia can also join in next to me. 805-801-1232. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Feb 25, 2026 at 1:18 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Are you available at 3:30 this afternoon? Eva Wynn Assistant Planner 198 The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, February 25, 2026 1:15 PM To: Wynn, Eva <EWynn@slocity.org> Cc: highstdeli@gmail.com <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 (3427 Roberto Ct) - Completeness review 1 Hi Eva, Just checking to see if you have availability to chat either this afternoon, or the next few mornings? I have a 9:15am call tomorrow, so I can be available either before or at 10. Or fairly open on Friday morning 8-10am. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Tue, Feb 24, 2026 at 2:47 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for the clear comments & questions, as I agree it might be easier to talk through these before providing more formal responses. I'm fairly available tomorrow for a call. Thursday is tougher, but I could be available between 9-10am. I'll let Doobie chime in with his availability, too. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Feb 20, 2026 at 4:16 PM Wynn, Eva <EWynn@slocity.org> wrote: Hello Ryan and Doobie, I am reaching out regarding the Modification application to the Use Permit at 3427 Roberto Ct. I have a few questions and comments to resolve before this application can be deemed complete. I am sending them via email rather than letter attachment to hopefully simplify the request and response process. 199 1. The Modification requests to remove condition 5 which limits the outdoor table and chair area to 325 sf. The approved building plans only show 325 sf for outdoor seating and the plans submitted for the Modification also aren't proposing additional outdoor square footage. Additionally, based on the parking calculations in the Project description, it seems there may have been some confusion on how the parking was calculated to not include the outdoor area. It may be worth setting up a meeting next week to talk through this one. I have availability Wednesday or Thursday if that works for your team. 2. What is the proposed/requested quantity of parking per use for the revisions to condition 2 and 3? 3. Demonstrate in the submittal why condition 4 is no longer applicable, considering suite 100 and 110 is not in the scope of the project, (i.e. if suite 110 or 100 were leased to another use, or if suite 100 would/could be leased to another use). 4. What time will the bar/tavern use close on weekdays? In the event the hearing officer does not agree that the use should remain open until 10pm daily, having detailed operational hours may be more supportable as an alternative (i.e. 11-8 on weekdays, and 11-10 Thurs-Sat). 5. The description indicates the outdoor patio will be utilized by multiple tenants on site. Please clarify whether the patio area will be utilized by multiple uses. It seems only the bar/tavern use would utilize this space. This should be clarified to prevent confusion regarding which uses are using outdoor seating. We can discuss all the Planning questions in a meeting next week if that is helpful. Informational note:  A building permit is required for the distillery component of the modified use. I saw one was submitted based on our previous conversation. This is just noted to provide the information in writing. Sincerely, Eva Wynn Assistant Planner The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 203 From:Oetzell, Walter Sent:Wednesday, February 25, 2026 1:30 PM To:Wynn, Eva Subject:Application MOD-0026-2026 (3427 Roberto) Attachments:Green Bottle - 3427 Roberto Court Suite 120, San Luis Obispo Hello Eva, Just a quick note to let you know that I advised Samantha Fullerton at ABC that distilling activities License Types 74 & 06 require a Use Permit in order to be conducted 3427 Roberto Court. This is relevant to Green Bottle, who has filed and ABC applications, and we received a notice from ABC (File 676798). I also let her know that the use permit was under consideration for modification (MOD-0026-2026) to allow this. She notes that they will not issue license until review is concluded (see attached message). Walter Oetzell Assistant Planner Community Development Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E woetzell@slocity.org T 805.781.7593 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent:Wednesday, February 25, 2026 11:52 AM To:Oetzell, Walter Subject:Green Bottle - 3427 Roberto Court Suite 120, San Luis Obispo Good afternoon, Walter, I received information from my co-worker Cynthia Stuppy, regarding Green Bottle Lic# 676798 at 3427 Roberto Court, Suite 120 in San Luis Obispo. The applicant has applied for a type 74,06 Craft Distiller license at this location. I understand that this address requires a Conditional Use Permit. I have advised the applicant to contact you directly and begin the process. I have also informed them that the ABC license will not be issued until the Department receives a fully executed and approved Conditional Use Permit from the City. Please let me know if you need any additional information from our office. Thank you, Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov 209 From:Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent:Wednesday, February 25, 2026 11:58 AM To:Amoroso, Brian; Schafer, Aaron Subject:3427 Roberto Court #100, San Luis Obispo, CA 93401 Good afternoon, I am investigating an application for an alcoholic beverage license submitted by the applicant below. The applicant has appli ed for a Type 74 – Craft Distiller. This is for a distilled spirits manufacturer and restaurant on premises with a patio. If you have any questions, concerns, or objections to the issuance of this license, please respond no later than 3/15/2026. Applicant: GREEN BOTTLE DBA: Green Bottle License No: 676798 Address: 3427 Roberto Court #100, San Luis Obispo, CA 93401 License Type: Type 74 – Craft Distiller, 06 Still Patio: Yes Entertainment: TV, Music on speakers ambient background If no response to this e-mail is received by 3/15/2026, we will proceed with the understanding that there are no questions, concerns, or objections to the issuance of the license. Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov 210 From:Fullerton, Samantha@ABC <Samantha.Fullerton@abc.ca.gov> Sent:Wednesday, February 25, 2026 11:52 AM To:Oetzell, Walter Subject:Green Bottle - 3427 Roberto Court Suite 120, San Luis Obispo Good afternoon, Walter, I received information from my co-worker Cynthia Stuppy, regarding Green Bottle Lic# 676798 at 3427 Roberto Court, Suite 120 in San Luis Obispo. The applicant has applied for a type 74,06 Craft Distiller license at this location. I understand that this address requires a Conditional Use Permit. I have advised the applicant to contact you directly and begin the process. I have also informed them that the ABC license will not be issued until the Department receives a fully executed and approved Conditional Use Permit from the City. Please let me know if you need any additional information from our office. Thank you, Samantha Fullerton Samantha Fullerton Licensing Representative II Department of Alcoholic Beverage Control San Luis Obispo Desk Phone (805) 858-3546 Front Office (805) 543-7183 Samantha.fullerton@abc.ca.gov 215 From:Ryan Brockett <ryan@brockitecture.com> Sent:Thursday, February 19, 2026 4:53 PM To:Building Subject:Re: Plan PLREV-0096-2026 Attachments:ROBERTO CT TI Permit Revision Set 260219.pdf Just added the revision form to the portal with the description. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Thu, Feb 19, 2026 at 3:41 PM <noreplye@slocity.org> wrote: Hello, We are missing the following revision form documents. Please upload and provide a detailed description of the changes being made to the plans. Sincerely, Community Development Department SLO City Building and Safety Staff 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7180 Building@slocity.org 216 Access your record online here This is a no-reply e-mail address. RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET REVISION 02/17/26CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL SPIRIT PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL SCALE MANUFACTURING WITH A BAR/TAVERN "TYPE 74/06 LICENSE".·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:SPIRIT PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130SPIRIT PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) SPIRITTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFSPIRIT PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, SPIRIT TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6SPIRIT PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 SPIRIT TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) SPIRIT TASTING(R) COLDSTORAGE(N) EMPLOYEEHALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE2FINISH SCHEDULEHigh St Deli HQ Finish Schedule - 02/17/26RoomNorth WallEast WallSouth WallWest WallCeilingFloorNotes(N) Food Prep (West)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRP & Stainless steel panels by kitchen hoodPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) Food Prep (East)Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(N) StoragePainted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White(N) ClosetPainted Gyp.Painted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Painted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscot(R) Bar AreaFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsFRP & Stainless steel panelsExistingConcrete w/ Tile Cove BaseMarlite standard FRP, color P403N Medium Gray or sim(E) BathPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp. / FRPPainted Gyp.Polyaspartic w/ Coved BaseSemi-gloss paint, color White; 4' wainscotPolyaspartic Flooring: Sherwin-Williams POLY-CRETE SLB or equal, color tbdEpoxy Cove Base: Sherwin-Williams Epoxy Cove Base System or equal, color tbdPaint: Sherwin-Williams White or equalFRP: Marlite standard FRP, color P403N Medium Gray or sim(R) PRODUCTION 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) SPIRIT TASTING891011(N) EMPLY.HALL(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LISTKEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSE&2/$%*/$66:$6+E502'E/12E6E;,67,1*0236,1.+$1'6,1.%<*6:86$[[ 02'E/12+6612786E'%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/%E9E5$*E5E)5,*E5$725[[%<758E02'E/12*'0+&a76/62'$0$&+,1E2:1E56833/,E'63E&7%'',67,//,1*6<67E0E48,30E17),//E5 '5$,1%2$5'02'E/12.5'5/,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.50,;2/2*<6,1.02'E/12.506&203$570E176,1.02'E/12.5&3E),//E5 '5$,1%2$5'02'E/12.5&/3E%$&.%$5&22/E502'E/126'/%$&.%$5&22/E502'E/126'5)5267E5&+,//E5*/$6608*3/$7E02'E/12)0&,&E0$&+,1E02'E/12)%$-&1.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) SPIRIT TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19(R) PRODUCTION+/- 16'-0"RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1.REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22.CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3.SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4.ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5.RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7.ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8.WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9.BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10.ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11.LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12.CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13.THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1.HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2.A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01(N) RANGE HOOD, TYP.02(E) LINE OF GARAGE DOOR TO REMAIN, TYP.03(E) EXTERIOR AWNING TO REMAIN, TYP.04(E) 8'-0" SOFFIT TO REMAIN05(E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06(N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07(E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL HALLOPEN TO TASTINGSPIRIT TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLDBOX STORAGESPIRIT TASTING8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.PRODUCTIONEXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 302.17.26REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE:3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE:3/16" = 1'-0"2BUILDING SECTION 217 From:JAS PACIFIC PLAN REVIEW <planreview@jaspacific.com> Sent:Wednesday, February 18, 2026 8:36 AM To:Silva, Ilianna Subject:RE: FIRE-0387-2026 (3427 Roberto Ct) V1 New Submittal Hello, Thank you for the notification. We will proceed with the review. We expect to have this review completed by 3/4/26. Best Regards, From: Silva, Ilianna <ISilva@slocity.org> Sent: Tuesday, February 17, 2026 3:34 PM To: JAS PACIFIC PLAN REVIEW <planreview@jaspacific.com> Subject: FIRE-0387-2026 (3427 Roberto Ct) V1 New Submittal Hello, Please confirm you received the following permit and provide a due date. Please bill hourly. Thank you. FIRE-0387-2026 (3427 Roberto Ct) V1 New Submittal Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org 218 Stay connected with the City by signing up for e-notifications 219 From:Silva, Ilianna Sent:Tuesday, February 17, 2026 3:34 PM To:planreview@jaspacific.com Subject:FIRE-0387-2026 (3427 Roberto Ct) V1 New Submittal Follow Up Flag:Follow up Flag Status:Completed Hello, Please confirm you received the following permit and provide a due date. Please bill hourly. Thank you. FIRE-0387-2026 (3427 Roberto Ct) V1 New Submittal Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 220 From:Doobie Coates <highstdeli@gmail.com> Sent:Thursday, February 12, 2026 8:37 AM To:Wynn, Eva Cc:Ryan Brockett; Olivia Nagel Subject:Re: MOD-0028-2026 Site Visit Sounds great! See you then! On Thu, Feb 12, 2026 at 8:33 AM Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, I can come by at 3pm today if that still works. Let me know. Thanks! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Tuesday, February 10, 2026 11:13 AM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: MOD-0028-2026 Site Visit Thursday works great. Let me know what time works. Thanks! On Feb 9, 2026, at 11:01 AM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, I am reaching out regarding MOD-0028-2026 (3427 Roberto Ct Unit:130). I would like to set up a site visit to come by and see the existing site; I have some availability on Thursday of this week, preferably in the afternoon if that would work. I'll just take a look at the site and take a few photos for the case file. I'd like to take a look at the proposed outdoor patio area as well. Let me know if Thursday works for your team. I can set up a time next week if that is preferred. Thanks! 221 Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 224 From:Corey, Tyler Sent:Wednesday, January 21, 2026 3:14 PM To:Wynn, Eva Subject:RE: Modification Assignment Thanks – assigned to you and scheduled for 3/9 From: Wynn, Eva <EWynn@slocity.org> Sent: Wednesday, January 21, 2026 3:02 PM To: Corey, Tyler <tcorey@slocity.org> Subject: Modification Assignment Hi Tyler, MOD-0028-2026 (3427 Roberto Ct Unit:130) is ready for Planner Assignment. This is a request to modify a previous bar/tavern use permit to revise the permitted ABC LIcense type, shared parking allowances, and extend business hours. I have been in communication with the applicant and am familiar with the Mod requests. I think this can tentatively be scheduled for March 9th. Thanks! Eva Wynn Assistant Planner Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 226 From:Doobie Coates <highstdeli@gmail.com> Sent:Wednesday, January 21, 2026 2:57 PM To:Wynn, Eva Cc:Olivia Nagel; Ryan Brockett Subject:Re: Modification Application for USE-3598-2016 Sounds great, thank you! On Wed, Jan 21, 2026 at 2:54 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, I just saw the payment. I'll route the application for review now. The application will be reviewed for completeness within 30 day (by Friday, February 20th, 2026). Once the application is deemed complete I will schedule the application for an Administrative Hearing. This will be a public hearing and it is recommended that the applicant and/or a representative of the applicant attend. I will be in communication with you with more details in the next 2-4 weeks. Thank you! Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Wednesday, January 21, 2026 2:45 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>; Ryan Brockett <ryan@brockitecture.com> Subject: Re: Modification Application for USE-3598-2016 Hi, I’ll get this paid now. Thank you On Jan 21, 2026, at 2:37 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Olivia, 227 Thank you for this submittal. I have created the application and invoice for Modification application, number MOD-0028-2026 (3427 Roberto Ct Unit:130). The payment portal is linked below. Please send me a message when the fees are paid to avoid delays in application processing as I do not receive automatic payment notifications. Let me know if you have any other questions. Invoice number 00042272: Payment Link Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Olivia Nagel <olivia@brockitecture.com> Sent: Friday, January 16, 2026 2:18 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com>; highstdeli@gmail.com <highstdeli@gmail.com> Subject: Re: Modification Application for USE-3598-2016 Hi Eva, Thanks for sending everything over and for your help throughout this process. Please find attached the compiled materials for the MUP modification application/submittal. Let me know if you have any questions or need anything further. Hope you have a great weekend! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Thu, Jan 15, 2026 at 2:34 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Doobie, To submit a Modification to Use Permit USE-3598-2016, the application requires a signed complete Planning Application, a site plan, a floor plan of the proposed bar/tavern use area, and a project description. The project description should include the specific conditions of the existing permit that you would like to modify or remove (i.e. parking, hours of operation, etc). Please also include information 228 regarding any other uses on the site, and a parking calculation including each of those uses. Please submit the documents directly to me and I will set up the application accordingly. I have attached the Planning Application for signatures and the Minor Use Permit checklist for reference. Feel free to ask me any follow-up questions regarding the submittal. I'll be out of the office tomorrow, but I'll get back to you early next week. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 234 From:Olivia Nagel <olivia@brockitecture.com> Sent:Friday, January 16, 2026 2:19 PM To:Wynn, Eva Cc:Ryan Brockett; highstdeli@gmail.com Subject:Re: Modification Application for USE-3598-2016 Attachments:Planning Application Form_Signed.pdf; Minor Use Permit Checklist.pdf; 3427 Roberto Ct TI MUP Modification Plan Set.pdf; 3427 Roberto Ct TI MUP Modification Project Description.pdf; USE-3598-2016 Approval.pdf Follow Up Flag:Flag for follow up Flag Status:Completed Hi Eva, Thanks for sending everything over and for your help throughout this process. Please find attached the compiled materials for the MUP modification application/submittal. Let me know if you have any questions or need anything further. Hope you have a great weekend! Best, Olivia Olivia Nagel Brockett Architects / Interiors On Thu, Jan 15, 2026 at 2:34 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Doobie, To submit a Modification to Use Permit USE-3598-2016, the application requires a signed complete Planning Application, a site plan, a floor plan of the proposed bar/tavern use area, and a project description. The project description should include the specific conditions of the existing permit that you would like to modify or remove (i.e. parking, hours of operation, etc). Please also include information regarding any other uses on the site, and a parking calculation including each of those uses. Please submit the documents directly to me and I will set up the application accordingly. I have attached the Planning Application for signatures and the Minor Use Permit checklist for reference. Feel free to ask me any follow-up questions regarding the submittal. I'll be out of the office tomorrow, but I'll get back to you early next week. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 235 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications RYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 33427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET RESUBMITTAL 08/25/25CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0TITLE SHEETT2.1GENERAL NOTEST3.1CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1CODE COMPLIANCE PLANT5.1HEALTH DEPARTMENT REQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1SITE PLANA2.1EXISTING FLOOR PLANA2.2OVERALL PROPOSED FLOOR PLANA2.3PROPOSED FLOOR PLAN WESTA2.4PROPOSED FLOOR PLAN EASTA2.5REFLECTED CEILING PLANA2.6ROOF PLANA3.1EXTERIOR ELEVATIONSA4.1BUILDING SECTIONSA7.1DETAILSA7.2DETAILSSTRUCTURAL:S1.1GENERAL NOTESS1.2TYPICAL DETAILSS2.1FOUNDATION PLANS2.2CEILING FRAMING PLANS2.3ROOF FRAMING PLANS3.1DETAILSS4.1ROOF EQUIPMENT DETAILSMECHANICAL:M0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLANT24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLANELECTRICAL:E1.0ELECTRICAL AND LIGHTING PLANE2.0ELECTRICAL DETAILSE-T24LIGHTING ENERGY FORMSSHEET INDEXACAIR CONDITIONERADJADJACENTAFFABOVE FINISH FLOORALGNALIGNALUMALUMINUMARCHARCHITECT/ARCHITECTURALAVGAVERAGEBDBOARDBLDGBUILDINGBLKGBLOCKINGBMBEAMBOTBOTTOMBTWNBETWEENCJCONTROL JOINTCLCENTERLINECLKGCAULKINGCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONTCONTINUOUSCTCERAMIC TILECTRCENTERCWCOLD WATERCYCUBIC YARDDBLDOUBLEDEGDEGREEDIADIAMETERDIMDIMENSIONDNDOWNDSDOWNSPOUTDWDISHWASHER(E) / EXSTEXISTINGEAEACHELECELECTRICALELEVELEVATION / ELEVATOREQEQUALEQUIPEQUIPMENTEXTEXTERIORFAUFORCED AIR UNITFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFINFINISHFGFINISH GRADEF.O.FACE OFFPFIREPLACEFTGFOOTINGGGASGAGAUGEGALVGALVANIZEDGYP BDGYPSUM BOARDHBHOSE BIBHTHEIGHTHWHOT WATERINCLINCLUDEINSULINSULATIONINTINTERIORJANJANITORKITKITCHENLAVLAVATORYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMICROMICROWAVEMINMINIMUMMTDMOUNTEDMTLMETAL(N)NEWNGNATURAL GRADENTSNOT TO SCALEO/OVEROCON CENTEROHOVERHEAD / OVERHANGOPNGOPENINGOSOCCUPANCY SENSORPLPROPERTY LINE / PLATEPLYWDPLYWOODPTPRESSURE TREATEDPTDPAINTEDPRPAIRRRISERRCPREFLECTED CEILING PLANREFREFRIGERATORREQREQUIREDREVREVISED / REVISIONRMROOMROROUGH OPENINGSFSQUARE FOOTSHTGSHEATHINGSIMSIMILARSTDSTANDARDSTLSTEELSUSPSUSPENDEDTTREAD / TEMPEREDT&GTONGUE & GROOVET.P.TOP OFTYPTYPICALUCUNDER COUNTERUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDVSVACANCY SENSORW/WITHWCWATER CLOSETWDWOODWHWATER HEATERWIC WALK IN CLOSETW/OWITHOUTWTWEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1.ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2.ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3.ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5.ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6.THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.NO CHANGES TO PREVIOUS USE PERMIT FOR ALCOHOL PRODUCTION, ALCOHOL TASTINGAREA, ALCOHOLIC BEVERAGE SERVICE AND PRE-PACKAGED FOOD.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL BEER PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL BEER MANUFACTURER "TYPE 23 DUPLICATE LICENSE" FOR SATELLITE USE·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER:053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING:A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED:A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:BEER PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110FOOD PREP & STORAGE 1,678 SF(R) SUITE 130BEER PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1):87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1):116 OCCUPANTS OVERALL1.PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42.CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003.REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5.ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS & CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTERGREASE TRAP / GREASE LINES: PLANS & CALCS FOR GREASE LINES TO REQUIRED FIXTURES;GREASE INTERCEPTOR SIZE31111111123 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) BEERTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFBEER PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 33427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, BEER TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS433 SF / 15 NET =28.9BAR SEATING32 LF / 18" PER SEAT= 19.2ADA BAR SEATINGONE PLUS COMP= 2.0BAR STANDING99 SF / 5 NET = 19.8BAR SERVICE206 SF / 200 GROSS = 1.0STORAGE480 SF / 300 GROSS = 1.6BEER PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D)7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO325 SF / 15 =21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 BEER TASTING2,437 SF / 30 OLF =81.2A-2 OUTDOOR PATIO325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92(46 M / 46 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF =23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24(12 M / 12 F)REQUIREDPROVIDED **WATER CLOSETS1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1.WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22.TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3.PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4.ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35.ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS.$BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 BEER TASTING =3,018 SFA-2FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF1111111111212222 19185'-0"3'-0"202021RYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 208.25.25RESUBMIT 33427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SITE PLANA1.1KEYNOTES01(E) FIRE HYDRANT TO REMAIN02(E) CURB TO REMAIN, TYP.03(E) CHANNEL TO REMAIN, TYP.04(E) DRIVEWAY TO REMAIN05(E) SIDEWALK TO REMAIN, TYP.06(E) 2 BICYCLE RACK TO REMAIN07(E) CMU HALF HEIGHT WALLS TO REMAIN, TYP.08(N) FENCE, TYP.09(E) STANDARD PARKING SPACES TO REMAIN, TYP.10(E) PAVED PATH OF TRAVEL TO REMAIN, 1:20 MAX IN DIRECTION OFTRAVEL, 1:48 MAX CROSS SLOPE; VFY (E) STRIPING MIN 4' WIDE TODENOTE PEDESTRIAN PATH OF TRAVEL AT ADJ VEHICULAR TRAFFIC11REMOVE (E) TRUNCATED DOME SURFACE, TYP.12(E) VAN ADA PARKING SPACE TO REMAIN, TYP.13(E) LANDSCAPING TO REMAIN, TYP.14(E) 6 BICYCLE RACK TO REMAIN15(E) PATIO PAVERS TO REMAIN, TYP.16(E) CONCRETE TO REMAIN, TYP.17(E) HALF HEIGHT WALL TO REMAIN18(E) 1'-0" GAP BETWEEN EXISTING BUILDINGS19(E) 8" FIRE RATED CMU WALL ON ADJACENT BUILDING, NOT IN SCOPE20 (N) DETECTABLE WARNINGS FOR VEHICULAR SEPARATION, MIN 36" W21(N) 4" H CONC CURB FOR VEHICULAR SEPARATIONSHEET LEGENDSHEET NOTES1.REFER TO SITE PLAN GENERAL NOTES ON SHEET T2.12.THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY LOT LINES,PRIOR TO FOUNDATION INSPECTION, THE LOT CORNERS SHALL BESTAKED AND SETBACKS MARKED BY A LICENSED SURVEYOR3.PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OFSURFACE WATER AROUND BUILDINGS. DRAINAGE SYSTEMSNECESSARY SHALL BE ADEQUATE TO PREVENT WATER FROMENTERING AND ACCUMULATING UNDER THE BUILDING. DRAINAGEWATER FROM IMPROVEMENTS AND LAND CONTOUR CHANGES SHALLNOT DRAIN ONTO OR ACROSS ADJACENT PROPERTIES EXCEPT INRECORDED DRAINAGE EASEMENTS OR NATURAL WATERWAYS.[SLOMC 15.04.020.BB] LOTS SHALL BE GRADED TO DRAIN SURFACEWATER AWAY FROM FOUNDATION WALLS. THE GRADES SHALL FALLA MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET [R401.3].4.ALL EXTERIOR BUILDING LIGHTING TO REMAIN, REPAIR AND REPLACEAS NEEDED, V.I.F.PROPERTY LINESETBACK LINEWATER LINESEWER LINEPOWER LINEGAS LINESCALE:3/32" = 1'-0"1SITE PLAN024816N11115'-0" 48" MIN 1122 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) BEER TASTING(R) COLD STORAGE(N) HALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) BEER TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 23427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE11112FINISH SCHEDULE1 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"123436510891256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) BEER TASTING7891011(N) HALL(R) BEER TASTING121213141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB1117RYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 23427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LIST12345678KEYNOTES01(N) PONY WALL, TYP.02(E) FLOOR DRAIN03(N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04(N) SHELVING05(N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06(N) PASS-THRU WINDOW07(N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08(E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09(E) COLUMNS TO REMAIN, TYP.10(E) EXTERIOR AWNINGS TO REMAIN, TYP.11(N) BUILT-IN STORAGE CABINET12(E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13(N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15(N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16(N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USEONLY17(N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSECOLAB GLASS WASHER, MODEL NO. ES4000EXISTING MOP SINKHAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615STHREE COMPARTMENT SINK, 120 3/8" x 30" x 45", MODEL NO. SH24243DWALK-IN COOLER, MODULAR, SELF-CONTAINEDBEVERAGE REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01NOT USEDREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01SODA MACHINE OWNER SUPPLIED, SPEC TBD.SELF-SERVE GLASS AND WATER BOTTLE FILL STATIONPORTABLE BREWING SYSTEM EQUIP, SABCO BREW-MAGIC V350 MS9101.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111111111111122 164'-0"164'-0"1A3.14456756724'-0"24'-0"23'-0"24'-0"24'-0"23'-0"12023486666669711121314151617221819214'-0"4'-0"4'-0"4'-5"4'-5"2'-6"5'-8" X 7'-9"(N) JAN8'-0"20'-0"56'-5" X 3'-8"104123(N) STORAGE56(E) BATH237EXISTING TO REMAINNOT IN SCOPE88910(N) FOOD PREP11121314SUITE 100SUITE 110+34 HRYAN M BROCKETTC-32384REN 12 31 25L I C E N SEDARCHITECTSTATEOFALI F O R NI ACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25PERMIT07.25.25RESUBMIT 108.18.25RESUBMIT 23427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE:1/4" = 1'-0"042181PROPOSED FLOOR PLAN / EASTPROPOSEDFLOOR PLANEASTA2.41ELECTRIC CONVEYOR OVEN BY LINCOLN FOODSERVICE MODEL NO. 2500/1346GAS GRIDDLE BY VULCAN, 48" x 27" x 16", MODEL NO. VCRG48-MGAS HOT PLATE BY VULCAN, 24" x 29.3" x 13.3", MODEL NO. VCRH36FREE STANDING GAS FRYER BY VULCAN, 15 1/2" x 29 3⁄4" x 46 5⁄8", MODEL NO. LG400WORKTOP FREEZER BY BEVERAGE-AIR, 36" x 32" x 39 5/8",MODEL NO. WTF36AHCPIZZA PREPARATION TABLE BY TRUE 93 3/8" x 33 5/8" x 38 7/8", [height plus 6" for legs/castors]SOFT SERVE FREEZER BY SPACEMAN, 20.9" x 25.6" x 37.6", MODEL NO. 6235-CREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01BEVERAGE REFRIGERATOR, 36" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01HAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615SONE COMPARTMENT SINK BY GSW USA, 39 1/8" x 30" x 45", MODEL NO. SH18241RCHEF BASE BY TRUE, 72 3/8" x 32 1/8" x 20 1/2", MODEL NO. TRCB-72-HCLOW TEMPERATURE ELECTRIC COOK & HOLD OVEN BY ALTO-SHAAM, 23 15/16" x 31 5/8" x 75 5/8",MODEL NO. 1000-TH-IFUTURE EQUIP SHOWN DASHED; ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATEDTYPE II HOOD; LISTED AS DEFERRED SUBMITTAL ON T1.0MIXER, PLANETARY, BY HOBART, MODEL NO. H-600BAKERS TOP WORK TABLE BY BK RESOURCES, 96" x 30" x 38 3/4", MODEL NO. MBTSOB-9630WORK TABLE, STAINLESS STEEL TOP BY GSW USA, 72" x 30" x 35", MODEL NO. WT-EE3072REACH-IN FREEZER BY TRUE, 78 1/8" x 29 1/2" x 78 3/8", MODEL NO. T-72F-HCWALK-IN COOLER, MODULAR, SELF-CONTAINED, BY AMERIKOOLER MODEL NO. 24-33261THREE COMPARTMENT SINK BY GSW USA, 120 3/8" x 30" x 45", MODEL NO. SH24243DDISH RACK SHELVINGMOP SINK BY GSW USA, 24" x 24" x 14", MODEL NO. SE2424FM-UPTYPE I WALL RANGE HOOD BY GREENHECK, 144" x 48" x 24" MODEL NO: GXEW SEE MECHANICALSHEETSEQUIPMENT LIST2345610111213141517187891619202122SHEET LEGENDSHEET NOTESKEYNOTES01(N) PASS-THRU WINDOW02(N) P.O.S. STATIONS03(N) 4'x8' OVERALL SERVICE WINDOW WITH INTEGRATED SOLID SECURITY EXTERIOR AWNING;18" W X 12" H PASS-THRU WINDOW OPENINGS (216 SQ IN), NOT CLOSER TOGETHER THAN 18INCHES; EACH OPENING SHALL BE PROVIDED WITHA SOLID OR SCREENED WINDOW,EQUIPPED WITH A SELF CLOSING DEVICE, SCREENING SHALL BE AT LEAST 16 MESH PER SQIN; WITH 34" H COUNTER, SURFACE OF THE COUNTER & OPENINGS SHALL BE SMOOTH ANDEASILY CLEANABLE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACHSHOWN DASHED, SEE DETAIL 7/A7.2 FOR REACH RANGES, VFY MIN 15" TO MAX 48" AFF04(N) WALL05(N) EXPO COUNTER06(N) FLOOR DRAIN, SEE PLUMBING SHEETS, TYP.07(N) ATTIC ACCESS; CONTRACTOR TO V.I.F. FOR LOCATION AND REQUIREMENTS FORMECHANICAL ACCESS AND COORDINATION08(N) 2'-6" X 6'-8" SWING DOOR09(N) 3'-0" X 6'-8" SWING DOOR10(N) 6'-0" X 6'-8" DOUBLE SWING DOOR11WALLS IN FOOD PREP AREA TO BE PTD. GYP. W/ 4' FRP WAINSCOT & STAINLESS STEELPANELS AROUND KITCHEN HOOD; SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL& MARLITE STANDARD FRP COLOR P403N MEDIUM GRAY OR EQUAL12FLOOR IN FOOD PREP AREA TO BE SELF-LEVELING POLYASPARTIC FLOOR COATING W/EPOXY COVED BASE; SPEC: SHERWIN-WILLIAMS POLY-CRETE SLB OR EQUAL &SHERWIN-WILLIAMS EPOXY COVE BASE SYSTEM OR EQUAL13TYPE II KITCHEN HOOD FOR BAKING USE ONLY14GAS FRYER TO HAVE A GUARD FOR PROTECTION PER 515 CMC, CONTRACTOR TO V.I.F.231.REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12.FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3.CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7.WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10.ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111122 01/16/26 Minor Use Permit Modification 3427 Roberto Court, San Luis Obispo, CA APN: 053-063-019 Project Description & Final Modification Goals: The proposed tenant business in Suites 120 & 130 (alcohol production, storage & tasting room areas) will operate as a small-scale craft distillery under Type 74/06 license, with on-site manufacturing as the primary use within a fully enclosed industrial building. A secondary bar/tavern component, consistent with existing use entitlements (USE-3598-2016) and Building Permit (BLDG-1157-2025), will allow on-site alcohol service within designated interior areas and a shared outdoor patio space approved under the current building permit and utilized by multiple tenants on the site. The operation is not intended to function as a stand-alone restaurant. Proposed hours of operation are 11:00 a.m. to 10:00 p.m. daily, with typical weekday operations concluding earlier. The overall intensity of use is comparable to or less than the previously approved manufacturing and tasting room use, and parking will continue to be accommodated through an existing shared parking arrangement among on-site tenants & uses in Suite 100 (storage) and Suite 110 (food prep & storage). Seeking Modifications to previous USE-3598-2016 dated 1/11/27: Planning #2 & #3, revise the quantity of shared parking spaces per permitted use & hours Planning #4, no longer applicable Planning #5, remove item to allow for larger outdoor patio Planning #8, revise hours of operation as noted above Planning #12, revise license type as required Parking Calculations: Parking Calculation Exhibit: Community Development Department 919 Palm Street, San Luis Obispo, California (805) 781-7170 Completed Planning Application Form: Applications can be obtained from the Community Development Department or by mail, fax, or at: www.slocity.org/government/department-directory/community-development Applications for development permits must include, at minimum, the information in this checklist in order to be accepted for processing and evaluation for final action. Additional information may be required following initial review by staff. Applications missing information in this checklist will not be accepted for review. Application Checklist Effective: 7-01-2023 Minor Use Permit Application Fee: Refer to current Comprehensive Fee Schedule Project Description: Provide a detailed description of the proposed land use activities including: the type of proposed activities (land uses) for the site and buildings on it; provision of required parking (vehicle, motorcycle, bicycle) for all activities (land uses) on the site, any other information related to the use of the site. Project Plans, at appropriate scale, using U.S. Customary or English Units •5 copies at full size (Min. 11” x 17”) •1 copy at reduced size (8.5” x 11”) Title Page. Provide on the Title Page the project statistics, including: zoning and current uses of the site, total square footage, the area of the site to be covered by structures, density calculations, parking calculations and total area of landscaping excluding setback areas and the total number of new and existing dwelling units listed by number of bedrooms. Site Plan. At minimum include: building footprints, existing and proposed impervious surfaces, existing and proposed drainage patterns, dimensioned property lines and all building setbacks; location, name and width of adjacent rights-of-way; location and width of all waterways; proposed improvements and demolitions; dimensions of all parking spaces and bays; walls, fences and exterior lights; location of recycling and refuse enclosures; any exterior ramps necessary for compliance with State disabled access standards; landscaping and outdoor use areas, distance to nearest structure on adjacent property, north arrow and scale. Floor Plans. Include interior building layouts, existing and proposed rooms or use areas, square footages of bedrooms, entrances and emergency exits, relationship to exterior use areas. 236 From:Doobie Coates <highstdeli@gmail.com> Sent:Thursday, January 15, 2026 9:16 AM To:Wynn, Eva Cc:Ryan Brockett; Olivia Nagel Subject:Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Great news! We’ll keep an eye out for your email and will get everything filled out as soon as possible. Thank you On Thu, Jan 15, 2026 at 8:38 AM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Doobie, I confirmed with Tyler this morning that the use permit expiration is not a concern, because building permit BLDG-1157- 2025 remains active. Thank you for confirming that the Bar/Tavern Use will not be in conflict with ABC requirements as well. I will follow up with the email instruction how to submit a Modification to the Bar/Tavern Use Permit. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, January 14, 2026 9:41 AM To: Doobie Coates <highstdeli@gmail.com> Cc: Wynn, Eva <EWynn@slocity.org>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, I'm also chiming in, and can be available later for another call all together if helpful. 237 Doobie was planning on submitting the ABC application today, so we're hoping to get clarity on the direction. Especially if the clock is now ticking on opening based on the 12-month timeline, which we weren't initially aware of. In conversation regarding the Type 74 with ABC, we're under the interpretation that the "bona fide eating establishment" is any location that serves made food in the kitchen and has a menu (not pre-packaged), and not a full restaurant. Both High St in SLO & Baywood are classified as "bona fide establishments" and not "restaurants". Therefore we're not trying to be the restaurant-use in this zone, and would remain consistent with the approved similar use of alcohol production, storage & tasting in the previous Cider tenant area, along with the adjacent food prep & storage uses in the previous Motor Vehicle Repair areas. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Jan 14, 2026 at 7:54 AM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, I wanted to follow up and clarify one point regarding the prior tenancy at 3427 Roberto Court. The tenants’ last rent payment was made through February of last year , however they remained on the property until sometime in April while winding down operations and vacating the space. From an ownership perspective, the property did not fully transition to vacancy until that April timeframe. Based on that timing, it seems that if we’re able to move forward with the amendment to the conditions now, there may still be an opportunity to remain within the applicable window rather than triggering a full new use process. Please let me know if that understanding aligns with your interpretation, or if you need any additional documentation from me. Thank you for your time and guidance. Best regards, Randy Coates On Tue, Jan 13, 2026 at 5:52 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, Thank you for the detailed follow-up and for flagging these items — I appreciate you walking through them carefully. Regarding the Minor Use Permit timing, the prior tenant vacated the space in February of last year. Based on my understanding of the code, we would like to confirm whether the City considers the bar/tavern use to have ceased operation for a continuous 12-month period, or whether it is still considered active within that window. I would appreciate your guidance on this point and confirmation as to whether a new Minor Use 238 Permit would be required or whether this can proceed as an amendment or modification to the existing permit, consistent with what we discussed previously. With respect to the ABC requirements, I have discussed the proposed business model directly with ABC. They confirmed that for a Type 74 Craft Distiller license, on-site consumption is permitted in conjunction with a bona fide eating establishment, as defined under Business & Professions Code §23038. ABC advised that this requirement is satisfied through the provision of a legitimate, regularly available food service, including a full menu, which the operator will be providing. My understanding from ABC is that the “bona fide eating place” standard is an operational licensing requirement, rather than a zoning classification, and that it does not require the premises to be permitted as a restaurant under local zoning so long as the food service meets ABC’s definition and enforcement standards. The proposed operation is not intended to function as a restaurant use from a land-use perspective, but rather as a manufacturing-focused business with a secondary bar/tavern component, consistent with the site’s existing entitlements. Please let me know if it would be helpful to provide additional information from ABC or if there are specific details you would like us to clarify further as you continue your review. I appreciate your assistance in helping us determine the correct procedural path forward. Best regards, Doobie Coates On Tue, Jan 13, 2026 at 4:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, I was drafting some information to send about the Bar/Tavern use at 3427 Roberto Ct and came up with a few follow- up questions to address prior to moving forward with an application. According to Zoning Regulations, a minor use permit expires after one year if the use ceases operation. Could you provide a record of when the previous bar/tavern use ceased operation? If it has been over a year since the bar/tavern ceased operations, a new Minor Use Permit would be required for the proposed use. If this is the case, I will be happy to provide more information regarding the application. A minor use permit or conditional use permit approved in compliance with the provisions of this chapter shall run with the land and continue to be valid upon a change of ownership of the business, parcel, service, structure, or use that was the subject of the permit application in the same area, configuration, and manner as it was originally approved in compliance with this chapter. If the operation of the use for which the use permit was issued ceases for a continuous period of one year, the provisions of this section shall not apply, and a new application shall be required for any new owner or operator (17.110.090). In the event the use permit remains active, the ABC license Type 74 allows consumption at a "bona fide eating establishment" which is defined as "a place which is regularly and in a bona fide manner used and kept open for the serving of meals to guests for compensation and which has suitable kitchen facilities connected therewith, containing conveniences for cooking and an assortment of foods which may be required for ordinary meals, the kitchen of which must be kept in a sanitary condition with the proper amount of refrigeration for keeping of food on said premises and must comply with all the regulations of the local department of health" (B & P 23038). This requirement from ABC seems to imply the licensed premises must be a restaurant in order to sell beers, wines, brandies, and distilled spirits to consumers. Zoning regulations require a Minor Use Permit for a Restaurant in the Manufacturing zone. The primary concern here is that permitting a Bar/Tavern use for a business where the sale of food is subordinate to the sale of alcohol (i.e. modifying USE-3598-2016) would be in conflict with the requirements from ABC. Have you discussed the proposed business with ABC to confirm the food service available would be 239 sufficient to meet the requirement for a bona fide eating establishment? Let me know if you have any communications with ABC that confirm the viability of a Type 74 license at this location, considering it is not proposed as a restaurant. Please let me know if you have any questions. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Sunday, January 11, 2026 3:19 PM To: Ryan Brockett <ryan@brockitecture.com> Cc: Wynn, Eva <EWynn@slocity.org>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Dear Eva, Thank you for your email and for outlining the City’s concerns. I appreciate the opportunity to clarify the proposal in more detail and look forward to speaking with you tomorrow morning. As context, the subject site is already entitled for a bar/tavern establishment, in addition to the previously approved Type 23 Small Beer Manufacturer use. The originally approved tenant withdrew partway through the project for financial reasons, and the proposed new tenant is seeking to move forward with a small craft distillery operation utilizing a Type 74 (Craft Distiller) and Type 06 (Still) license. See attached descriptions. Under the proposed operation, the primary use of the space would be small-scale manufacturing , with a secondary bar/tavern component, consistent with the site’s existing entitlements. The operational concept, intensity of use, and general customer experience are intended to remain comparable to what was previously approved and permitted. With respect to the ABC license structure, both Type 74 and Type 06 are manufacturer licenses, not stand-alone retail bar licenses. While they allow on-site service of alcohol, the licenses themselves do not convert the facility into a purely public drinking establishment. From a land-use perspective, the proposal remains a manufacturing-focused operation with an accessory on-site service component, rather than a change to a higher-intensity or prohibited use. Regarding hours of operation, we are requesting a modest earlier opening time, with proposed hours of 11:00 a.m. to 10:00 p.m. Importantly, we are not requesting later nighttime hours, and in practice, 240 weekday operations would likely conclude closer to 8:30–9:00 p.m. The intent is to better align operating hours with daytime and early-evening demand, without increasing late-night activity or impacts to nearby residential areas. We believe this approach maintains consistency with the existing use permit’s intent, including parking and neighborhood compatibility considerations, while allowing the space to be successfully re-tenanted following the prior tenant’s withdrawal. Thank you again for your time and guidance. Sincerely, Doobie Coates 74 - Craft Distiller This license authorizes the commercial manufacture of up to 150,000 gallons of distilled spirits per fiscal year, and allows the packaging, blending, mixing, flavoring, coloring, labeling, and exportation of distilled spirits manufactured by the licensee. It also authorizes the sale of distilled spirits that are manufactured and packaged by the licensee to wholesalers, manufacturers, winegrowers, manufacturer’s agents, or rectifiers that hold a license authorizing the sale of distilled spirits. In addition, the licensee may sell up to the equivalent of 4.5 liters per consumer per day of distilled spirits manufactured by the licensee to a consumer at the licensed premises. A craft distiller may also sell all beers, wines, brandies, and distilled spirits to consumers for consumption at a bona fide eating place upon the licensed premises. This license type is subject to Responsible Beverage Service (RBS) requirements and requires alcohol servers and managers of alcohol servers to be RBS certified. 06 - Still Authorizes the use of a still used for the making of alcoholic beverages or capable of such use. According to the ABC Act, a still is “…any apparatus capable of being used for separating alcohol, or alcoholic vapors or solutions from alcohol or alcoholic solutions or mixtures …” Stills used for laboratory purposes or stills used solely for producing distilled water or other non-alcoholic beverages are exempt from licensing (BPC § 23034). (Generally, this license is not required to produce fuel alcohol.) On Fri, Jan 9, 2026 at 4:22 PM Ryan Brockett <ryan@brockitecture.com> wrote: Great, thanks Eva! I just sent you a Google Meet invite link for 11am Monday. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 241 On Fri, Jan 9, 2026 at 3:57 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Monday works for me - I have you in my calendar for 11am. Thank you and have a great weekend. Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, January 9, 2026 3:38 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Thanks for being open to discussing the previous use permit with us, along with the process of requesting a modification, etc. As for the hours on the previous use permit, I think we are mostly trying to ask for earlier opening hours on the weekdays, and not staying open later, which should have less of an impact on the adjacent residential zones. But we can discuss this, along with shared parking, on our call. How about Monday late morning, say 11:00am? Or fairly flexible on Mon & Tues, and can work around your schedule. Let us know what works, and I can either send a meeting invite, or you can send us one. Doobie will follow-up separately with the description of the license, before the call. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 242 On Fri, Jan 9, 2026 at 2:41 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Thank you for your email. I'm happy to discuss the process for these changes with you. The use permit conditions are pretty clear about changes to the hours of operation requiring a modification or additional use permit, it seems to be partially out of concern for the amount of parking available at the location and may be due to nearby residential zones. Do you have availability next week to discuss the review options? The conditions also strictly prohibit a "public premises" ABC license. If you could send a more detailed description of the Type 74/06 permit, that would be helpful to look at before we chat. Let me know your availability. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Micr osoft Of… To help protect your privacy, Micr osoft Of… To help protect your privacy, Micr osoft Of… To help protect your privacy, Micr osoft Of… To help protect your privacy, Micr osoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, January 6, 2026 3:50 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Happy 2026! It was great starting working with you last year & looking forward to even more this year! Wanted to follow-up with you on the 3427 Roberto Ct TI project, BLDG-1157-2025. We received these approvals based on the previous approved USE-3598-2016 (attached). However, we'd like to discuss the process & ability to try to make some minor changes to those conditions. For example, we'd like to change the hours to 11:00am from 10:00pm. Also, instead of the Type 23 license, the owner (cc'd) will be applying for a similar-use license—Type 74/06 (small-scale manufacturing with a bar/tavern), which we think is actually closer to the original use than the brewery license. Let us know if it is easier to jump on a call together to discuss, or any information that you may need. Thanks, 243 Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 244 From:Ryan Brockett <ryan@brockitecture.com> Sent:Thursday, January 15, 2026 8:47 AM To:Wynn, Eva Cc:Doobie Coates; Olivia Nagel Subject:Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Awesome, thanks Eva! Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Thu, Jan 15, 2026 at 8:38 AM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Doobie, I confirmed with Tyler this morning that the use permit expiration is not a concern, because building permit BLDG-1157- 2025 remains active. Thank you for confirming that the Bar/Tavern Use will not be in conflict with ABC requirements as well. I will follow up with the email instruction how to submit a Modification to the Bar/Tavern Use Permit. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, January 14, 2026 9:41 AM To: Doobie Coates <highstdeli@gmail.com> Cc: Wynn, Eva <EWynn@slocity.org>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, I'm also chiming in, and can be available later for another call all together if helpful. Doobie was planning on submitting the ABC application today, so we're hoping to get clarity on the direction. Especially if the clock is now ticking on opening based on the 12-month timeline, which we weren't initially aware of. 245 In conversation regarding the Type 74 with ABC, we're under the interpretation that the "bona fide eating establishment" is any location that serves made food in the kitchen and has a menu (not pre-packaged), and not a full restaurant. Both High St in SLO & Baywood are classified as "bona fide establishments" and not "restaurants". Therefore we're not trying to be the restaurant-use in this zone, and would remain consistent with the approved similar use of alcohol production, storage & tasting in the previous Cider tenant area, along with the adjacent food prep & storage uses in the previous Motor Vehicle Repair areas. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Wed, Jan 14, 2026 at 7:54 AM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, I wanted to follow up and clarify one point regarding the prior tenancy at 3427 Roberto Court. The tenants’ last rent payment was made through February of last year , however they remained on the property until sometime in April while winding down operations and vacating the space. From an ownership perspective, the property did not fully transition to vacancy until that April timeframe. Based on that timing, it seems that if we’re able to move forward with the amendment to the conditions now, there may still be an opportunity to remain within the applicable window rather than triggering a full new use process. Please let me know if that understanding aligns with your interpretation, or if you need any additional documentation from me. Thank you for your time and guidance. Best regards, Randy Coates On Tue, Jan 13, 2026 at 5:52 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, Thank you for the detailed follow-up and for flagging these items — I appreciate you walking through them carefully. Regarding the Minor Use Permit timing, the prior tenant vacated the space in February of last year. Based on my understanding of the code, we would like to confirm whether the City considers the bar/tavern use to have ceased operation for a continuous 12-month period, or whether it is still considered active within that window. I would appreciate your guidance on this point and confirmation as to whether a new Minor Use Permit would be required or whether this can proceed as an amendment or modification to the existing permit, consistent with what we discussed previously. 246 With respect to the ABC requirements, I have discussed the proposed business model directly with ABC. They confirmed that for a Type 74 Craft Distiller license, on-site consumption is permitted in conjunction with a bona fide eating establishment, as defined under Business & Professions Code §23038. ABC advised that this requirement is satisfied through the provision of a legitimate, regularly available food service, including a full menu, which the operator will be providing. My understanding from ABC is that the “bona fide eating place” standard is an operational licensing requirement, rather than a zoning classification, and that it does not require the premises to be permitted as a restaurant under local zoning so long as the food service meets ABC’s definition and enforcement standards. The proposed operation is not intended to function as a restaurant use from a land-use perspective, but rather as a manufacturing-focused business with a secondary bar/tavern component, consistent with the site’s existing entitlements. Please let me know if it would be helpful to provide additional information from ABC or if there are specific details you would like us to clarify further as you continue your review. I appreciate your assistance in helping us determine the correct procedural path forward. Best regards, Doobie Coates On Tue, Jan 13, 2026 at 4:42 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Doobie, I was drafting some information to send about the Bar/Tavern use at 3427 Roberto Ct and came up with a few follow- up questions to address prior to moving forward with an application. According to Zoning Regulations, a minor use permit expires after one year if the use ceases operation. Could you provide a record of when the previous bar/tavern use ceased operation? If it has been over a year since the bar/tavern ceased operations, a new Minor Use Permit would be required for the proposed use. If this is the case, I will be happy to provide more information regarding the application. A minor use permit or conditional use permit approved in compliance with the provisions of this chapter shall run with the land and continue to be valid upon a change of ownership of the business, parcel, service, structure, or use that was the subject of the permit application in the same area, configuration, and manner as it was originally approved in compliance with this chapter. If the operation of the use for which the use permit was issued ceases for a continuous period of one year, the provisions of this section shall not apply, and a new application shall be required for any new owner or operator (17.110.090). In the event the use permit remains active, the ABC license Type 74 allows consumption at a "bona fide eating establishment" which is defined as "a place which is regularly and in a bona fide manner used and kept open for the serving of meals to guests for compensation and which has suitable kitchen facilities connected therewith, containing conveniences for cooking and an assortment of foods which may be required for ordinary meals, the kitchen of which must be kept in a sanitary condition with the proper amount of refrigeration for keeping of food on said premises and must comply with all the regulations of the local department of health" (B & P 23038). This requirement from ABC seems to imply the licensed premises must be a restaurant in order to sell beers, wines, brandies, and distilled spirits to consumers. Zoning regulations require a Minor Use Permit for a Restaurant in the Manufacturing zone. The primary concern here is that permitting a Bar/Tavern use for a business where the sale of food is subordinate to the sale of alcohol (i.e. modifying USE-3598-2016) would be in conflict with the requirements from ABC. Have you discussed the proposed business with ABC to confirm the food service available would be sufficient to meet the requirement for a bona fide eating establishment? Let me know if you have any communications with ABC that confirm the viability of a Type 74 license at this location, considering it is not proposed as a restaurant. Please let me know if you have any questions. 247 Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Sunday, January 11, 2026 3:19 PM To: Ryan Brockett <ryan@brockitecture.com> Cc: Wynn, Eva <EWynn@slocity.org>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Dear Eva, Thank you for your email and for outlining the City’s concerns. I appreciate the opportunity to clarify the proposal in more detail and look forward to speaking with you tomorrow morning. As context, the subject site is already entitled for a bar/tavern establishment, in addition to the previously approved Type 23 Small Beer Manufacturer use. The originally approved tenant withdrew partway through the project for financial reasons, and the proposed new tenant is seeking to move forward with a small craft distillery operation utilizing a Type 74 (Craft Distiller) and Type 06 (Still) license. See attached descriptions. Under the proposed operation, the primary use of the space would be small-scale manufacturing , with a secondary bar/tavern component, consistent with the site’s existing entitlements. The operational concept, intensity of use, and general customer experience are intended to remain comparable to what was previously approved and permitted. With respect to the ABC license structure, both Type 74 and Type 06 are manufacturer licenses, not stand-alone retail bar licenses. While they allow on-site service of alcohol, the licenses themselves do not convert the facility into a purely public drinking establishment. From a land-use perspective, the proposal remains a manufacturing-focused operation with an accessory on-site service component, rather than a change to a higher-intensity or prohibited use. Regarding hours of operation, we are requesting a modest earlier opening time, with proposed hours of 11:00 a.m. to 10:00 p.m. Importantly, we are not requesting later nighttime hours, and in practice, weekday operations would likely conclude closer to 8:30–9:00 p.m. The intent is to better align operating hours with daytime and early-evening demand, without increasing late-night activity or impacts to nearby residential areas. 248 We believe this approach maintains consistency with the existing use permit’s intent, including parking and neighborhood compatibility considerations, while allowing the space to be successfully re-tenanted following the prior tenant’s withdrawal. Thank you again for your time and guidance. Sincerely, Doobie Coates 74 - Craft Distiller This license authorizes the commercial manufacture of up to 150,000 gallons of distilled spirits per fiscal year, and allows the packaging, blending, mixing, flavoring, coloring, labeling, and exportation of distilled spirits manufactured by the licensee. It also authorizes the sale of distilled spirits that are manufactured and packaged by the licensee to wholesalers, manufacturers, winegrowers, manufacturer’s agents, or rectifiers that hold a license authorizing the sale of distilled spirits. In addition, the licensee may sell up to the equivalent of 4.5 liters per consumer per day of distilled spirits manufactured by the licensee to a consumer at the licensed premises. A craft distiller may also sell all beers, wines, brandies, and distilled spirits to consumers for consumption at a bona fide eating place upon the licensed premises. This license type is subject to Responsible Beverage Service (RBS) requirements and requires alcohol servers and managers of alcohol servers to be RBS certified. 06 - Still Authorizes the use of a still used for the making of alcoholic beverages or capable of such use. According to the ABC Act, a still is “…any apparatus capable of being used for separating alcohol, or alcoholic vapors or solutions from alcohol or alcoholic solutions or mixtures …” Stills used for laboratory purposes or stills used solely for producing distilled water or other non-alcoholic beverages are exempt from licensing (BPC § 23034). (Generally, this license is not required to produce fuel alcohol.) On Fri, Jan 9, 2026 at 4:22 PM Ryan Brockett <ryan@brockitecture.com> wrote: Great, thanks Eva! I just sent you a Google Meet invite link for 11am Monday. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Jan 9, 2026 at 3:57 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Monday works for me - I have you in my calendar for 11am. 249 Thank you and have a great weekend. Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, January 9, 2026 3:38 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Thanks for being open to discussing the previous use permit with us, along with the process of requesting a modification, etc. As for the hours on the previous use permit, I think we are mostly trying to ask for earlier opening hours on the weekdays, and not staying open later, which should have less of an impact on the adjacent residential zones. But we can discuss this, along with shared parking, on our call. How about Monday late morning, say 11:00am? Or fairly flexible on Mon & Tues, and can work around your schedule. Let us know what works, and I can either send a meeting invite, or you can send us one. Doobie will follow-up separately with the description of the license, before the call. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Jan 9, 2026 at 2:41 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, 250 Thank you for your email. I'm happy to discuss the process for these changes with you. The use permit conditions are pretty clear about changes to the hours of operation requiring a modification or additional use permit, it seems to be partially out of concern for the amount of parking available at the location and may be due to nearby residential zones. Do you have availability next week to discuss the review options? The conditions also strictly prohibit a "public premises" ABC license. If you could send a more detailed description of the Type 74/06 permit, that would be helpful to look at before we chat. Let me know your availability. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, January 6, 2026 3:50 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Happy 2026! It was great starting working with you last year & looking forward to even more this year! Wanted to follow-up with you on the 3427 Roberto Ct TI project, BLDG-1157-2025. We received these approvals based on the previous approved USE-3598-2016 (attached). However, we'd like to discuss the process & ability to try to make some minor changes to those conditions. For example, we'd like to change the hours to 11:00am from 10:00pm. Also, instead of the Type 23 license, the owner (cc'd) will be applying for a similar-use license—Type 74/06 (small-scale manufacturing with a bar/tavern), which we think is actually closer to the original use than the brewery license. Let us know if it is easier to jump on a call together to discuss, or any information that you may need. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 251 -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 260 From:Corey, Tyler Sent:Thursday, January 15, 2026 8:38 AM To:Doobie Coates Subject:RE: 3427 Roberto BLDG-1157-2025 Eva also mentioned that an amendment to the existing use permit would work for your proposed changes as well. From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, January 15, 2026 6:53 AM To: Corey, Tyler <tcorey@slocity.org> Subject: 3427 Roberto BLDG-1157-2025 Hi Tyler, Hope you guys had a killer ski trip. I really appreciate your help. I just wanted to follow up and flag Eva’s recent email regarding the use permit status. As we discussed, the prior tenant ceased operations in February 2025, and the City issued building permits in August 2025, which you noted preserves the validity of the existing use permit. It sounds like the appropriate next step would be a minor amendment to the existing permit conditions , rather than a new Minor Use Permit. I wanted to make sure you had that context as you connect with Eva. I'll forward the email chain from Eva as well for more context. Thanks again -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 287 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, January 9, 2026 4:22 PM To:Wynn, Eva Cc:Doobie Coates; Olivia Nagel Subject:Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Great, thanks Eva! I just sent you a Google Meet invite link for 11am Monday. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Jan 9, 2026 at 3:57 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Monday works for me - I have you in my calendar for 11am. Thank you and have a great weekend. Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, January 9, 2026 3:38 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Thanks for being open to discussing the previous use permit with us, along with the process of requesting a modification, etc. 288 As for the hours on the previous use permit, I think we are mostly trying to ask for earlier opening hours on the weekdays, and not staying open later, which should have less of an impact on the adjacent residential zones. But we can discuss this, along with shared parking, on our call. How about Monday late morning, say 11:00am? Or fairly flexible on Mon & Tues, and can work around your schedule. Let us know what works, and I can either send a meeting invite, or you can send us one. Doobie will follow-up separately with the description of the license, before the call. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors On Fri, Jan 9, 2026 at 2:41 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Thank you for your email. I'm happy to discuss the process for these changes with you. The use permit conditions are pretty clear about changes to the hours of operation requiring a modification or additional use permit, it seems to be partially out of concern for the amount of parking available at the location and may be due to nearby residential zones. Do you have availability next week to discuss the review options? The conditions also strictly prohibit a "public premises" ABC license. If you could send a more detailed description of the Type 74/06 permit, that would be helpful to look at before we chat. Let me know your availability. Sincerely, Eva Wynn Assistant Planner To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… Stay connected with the City by signing up for e-notifications 289 From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, January 6, 2026 3:50 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: 3427 Roberto Ct TI/ Use Permit USE-3598-2016 Hi Eva, Happy 2026! It was great starting working with you last year & looking forward to even more this year! Wanted to follow-up with you on the 3427 Roberto Ct TI project, BLDG-1157-2025. We received these approvals based on the previous approved USE-3598-2016 (attached). However, we'd like to discuss the process & ability to try to make some minor changes to those conditions. For example, we'd like to change the hours to 11:00am from 10:00pm. Also, instead of the Type 23 license, the owner (cc'd) will be applying for a similar-use license—Type 74/06 (small-scale manufacturing with a bar/tavern), which we think is actually closer to the original use than the brewery license. Let us know if it is easier to jump on a call together to discuss, or any information that you may need. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 290 From:Building <building@slocity.org> Sent:Friday, January 9, 2026 3:38 PM To:Felicia Villegas Subject:RE: Fire Premit I just issued and sent them over for signature via adobe. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Felicia Villegas <felicia@alphafsa.com> Sent: Friday, January 9, 2026 10:32 AM To: Silva, Ilianna <ISilva@slocity.org> Subject: Fire Premit Hi Ilianna, I need to get fire permit issued for the following, Fire-2812-2025- 3427 Roberto Ct 110 Fire-2816-2025-4051 Broad Street 130 Fire- 2933-2025 4051 Broad Street 120 -- Felicia M Villegas, Project Coordinator Alpha Fire Unlimited phone: (805) 541-2527 ex 117 email: Felicia@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the 291 information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. 295 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, January 7, 2026 3:06 PM To:McCaffrey, Seano Subject:Question on AB 671 for TI Plan Approval Hi Sean, Happy 2026! How's the baby? Not sure if you are still on leave or not. Thanks for all of your previous help last year with the High St TI project at 3427 Roberto Ct. We also recently submitted the Gus's Deli TI at the end of last month as well. Wanted to reach out to see what you knew & how you are interpreting AB 671, a new accelerated restaurant plan approval in California which just took effect. I've quickly read through it but haven't further studied it. Seems like it could be helpful to get TI projects approved quicker, however I'm hesitant regarding the legal & liability implications of some of the self-certifications. Could this technically apply to the Gus's TI project? Thanks. Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 296 From:Ryan Brockett <ryan@brockitecture.com> Sent:Tuesday, January 6, 2026 3:50 PM To:Wynn, Eva Cc:Doobie Coates; Olivia Nagel Subject:3427 Roberto Ct TI/ Use Permit USE-3598-2016 Attachments:USE-3598-2016 Approval.pdf Follow Up Flag:Flag for follow up Flag Status:Completed Hi Eva, Happy 2026! It was great starting working with you last year & looking forward to even more this year! Wanted to follow-up with you on the 3427 Roberto Ct TI project, BLDG-1157-2025. We received these approvals based on the previous approved USE-3598-2016 (attached). However, we'd like to discuss the process & ability to try to make some minor changes to those conditions. For example, we'd like to change the hours to 11:00am from 10:00pm. Also, instead of the Type 23 license, the owner (cc'd) will be applying for a similar-use license—Type 74/06 (small-scale manufacturing with a bar/tavern), which we think is actually closer to the original use than the brewery license. Let us know if it is easier to jump on a call together to discuss, or any information that you may need. Thanks, Ryan Ryan Brockett AIA ASID LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 297 From:Doobie Coates <highstdeli@gmail.com> Sent:Tuesday, December 9, 2025 11:53 AM To:Fortner, Kellie Subject:Re: 3427 ROBERTO - Backflow(s) Out of Compliance Got it, just scheduled. Thanks On Tue, Dec 9, 2025 at 11:51 AM Fortner, Kellie <kfortner@slocity.org> wrote: Good morning, Yes, the device must be tested every year, with a passing result uploaded. Kellie Fortner Recycled Water Specialist Public Utilities 879 Morro, San Luis Obispo, CA 93401-2710 E kfortner@slocity.org T 805.783.7860 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Tuesday, December 9, 2025 11:48 AM To: Fortner, Kellie <kfortner@slocity.org> Subject: Re: 3427 ROBERTO - Backflow(s) Out of Compliance Hi we had this tested last year, does it need to be done every year? On Thu, Nov 13, 2025 at 3:46 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Kellie, I called Cook backflow services to schedule the test. Thank you On Thu, Nov 13, 2025 at 2:06 PM Fortner, Kellie <kfortner@slocity.org> wrote: 298 Good afternoon, This notice is to inform you that the property 3427 ROBERTO in San Luis Obispo currently has backflow prevention devices that are out of compliance with City, County, and State annual backflow prevention assembly testing requirements. If a passing test result for each device is not uploaded into the backflow testing portal by 11/27/25, the City will issue a Notice of Violation that may result in administrative citations up to daily fines. A list of testers certified within San Luis Obispo County can be found through the County of SLO website. If you have any questions, please reach out as soon as possible. Thank you, Kellie Fortner Recycled Water Specialist Public Utilities 879 Morro, San Luis Obispo, CA 93401-2710 E kfortner@slocity.org T 805.783.7860 slocity.org Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES highstdeli@gmail.com 299 www.highstdeli.com -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 300 From:Doobie Coates <highstdeli@gmail.com> Sent:Tuesday, December 9, 2025 11:48 AM To:Fortner, Kellie Subject:Re: 3427 ROBERTO - Backflow(s) Out of Compliance Attachments:3427 ROBERTO CT UNIT 130 rp 092324.pdf Hi we had this tested last year, does it need to be done every year? On Thu, Nov 13, 2025 at 3:46 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Kellie, I called Cook backflow services to schedule the test. Thank you On Thu, Nov 13, 2025 at 2:06 PM Fortner, Kellie <kfortner@slocity.org> wrote: Good afternoon, This notice is to inform you that the property 3427 ROBERTO in San Luis Obispo currently has backflow prevention devices that are out of compliance with City, County, and State annual backflow prevention assembly testing requirements. If a passing test result for each device is not uploaded into the backflow testing portal by 11/27/25, the City will issue a Notice of Violation that may result in administrative citations up to daily fines. A list of testers certified within San Luis Obispo County can be found through the County of SLO website. If you have any questions, please reach out as soon as possible. Thank you, Kellie Fortner Recycled Water Specialist Public Utilities 879 Morro, San Luis Obispo, CA 93401-2710 E kfortner@slocity.org T 805.783.7860 slocity.org 301 Stay connected with the City by signing up for e-notifications -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com SIZE: MODEL: FACILITY PHONE: FACILITY NAME: FACILITY ADDRESS: CITY: ASSEMBLY LOCATION: FACILITY ID: OWNER / OPERATOR PHONE: OWNER ID: REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER CHECK VALVE NO. 1 CHECK VALVE NO. 2 TYPE II BYPASS CHECK VALVE TEST HELD AT: _____ PSID LEAKED LEAKED TEST DATE COMMENTS: DATE: TAG NO.: TESTER NUMBER: NAME: If the test PASSES or FAILS, the field testing report(s) shall be filed within 10 calendar days following completion of the field test. Failure to submit testing results within 10 calendar days may result in enforcement action. SUBMITTED ON __________________ [PROCESS DATE] OWNER/CONTACT: MAILING CARE OF: MAILING ADDRESS: CITY, STATE, & ZIP: THIS IS A TEST AFTER REPAIRS: STATUS: AIR INLET VALVE DOUBLE CHECK VALVE ASSEMBLY CHECK DIFFERENTIAL RELIEF VALVE RPASSEMBLY CATEGORY: SERVICE NO.:DUE DATE: TYPE:MFG: DEVICE USE: LEAKED TYPE OF SERVICE: SERIAL NO.: WATER PURVEYOR: ASEMBLY ID: AIR GAP AIR GAP CHECKED OPENED AT: _____ OPENED AT: _____ PSID HELD AT: _____ PSID HELD AT: _____ PSID CLOSED TIGHT (RP) LEAKED PSID HELD AT: _____ PSID BACKFLOW ASSEMBLY TEST REPORT FAX: VALVE ASSEMLBY COMMENTS 891454 0.75RP 975XL WILKINS RP BD0000441 CITY OF SAN LUIS OBISPO D & D AUTO PARTS 8055448285 3427 ROBERTO CT UNIT 130 SAN LUIS OBISPO LEFT OF ENTRANCE-3427 ROBERTO COURT, SLO FA0005229 RANDY COATES 189 COUNTRYSIDE LN SAN LUIS OBISPO CA 93401 OW0005188 2.08.9 8 09/23/2024 Passed 2453-001 PI0000215 COOK, MATTHEW 10/03/2024 08/31/20252453-001 LANDSCAPE IRRIGATION County of San Luis Obispo Environmental Health Services Division San Luis Obispo crossconnection@co.slo.ca.us CA 2156 Sierra Way Ste. B 93401 (805) 781-4211(805) 781-5544 302 From:Felicia Villegas <felicia@alphafsa.com> Sent:Wednesday, November 26, 2025 1:41 PM To:Travis Vazquez Cc:Shane Davis; Kari Wagner; Boerman, Mychal; Barcenas, Miguel; Washbish, Ryley Subject:Re: Fire Flow Memos for 3427 Roberto Ct and 4051 Broad St Thank you Travis!!! On Wed, Nov 26, 2025 at 12:27 PM Travis Vazquez <TravisV@wallacegroup.us> wrote: Felicia, Attached are the fire flow memos for 3427 Roberto Ct and 4051 Broad St. Let us know if you have any questions. Thank you, and happy Thanksgiving! Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP DEDICATION TO SERVICE T 805 544 4011| Direct Line 805 597 7160 -- Felicia M Villegas, Project Coordinator Alpha Fire Unlimited phone: (805) 541-2527 ex 117 303 email: Felicia@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. 304 From:Travis Vazquez <TravisV@wallacegroup.us> Sent:Wednesday, November 26, 2025 12:27 PM To:Felicia Villegas; Shane Davis Cc:Kari Wagner; Boerman, Mychal; Barcenas, Miguel; Washbish, Ryley Subject:Fire Flow Memos for 3427 Roberto Ct and 4051 Broad St Attachments:Memo 2025-11-26 Model Results for 3427 Roberto Ct.pdf; Memo 2025-11-26 Model Results for 4051 Broad St.pdf Felicia, Attached are the fire flow memos for 3427 Roberto Ct and 4051 Broad St. Let us know if you have any questions. Thank you, and happy Thanksgiving! Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP DEDICATION TO SERVICE T 805 544 4011| Direct Line 805 597 7160 SIZE: MODEL: FACILITY PHONE: FACILITY NAME: FACILITY ADDRESS: CITY: ASSEMBLY LOCATION: FACILITY ID: OWNER / OPERATOR PHONE: OWNER ID: REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER CHECK VALVE NO. 1 CHECK VALVE NO. 2 TYPE II BYPASS CHECK VALVE TEST HELD AT: _____ PSID LEAKED LEAKED TEST DATE COMMENTS: DATE: TAG NO.: TESTER NUMBER: NAME: If the test PASSES or FAILS, the field testing report(s) shall be filed within 10 calendar days following completion of the field test. Failure to submit testing results within 10 calendar days may result in enforcement action. SUBMITTED ON __________________ [PROCESS DATE] OWNER/CONTACT: MAILING CARE OF: MAILING ADDRESS: CITY, STATE, & ZIP: THIS IS A TEST AFTER REPAIRS: STATUS: AIR INLET VALVE DOUBLE CHECK VALVE ASSEMBLY CHECK DIFFERENTIAL RELIEF VALVE RPASSEMBLY CATEGORY: SERVICE NO.:DUE DATE: TYPE:MFG: DEVICE USE: LEAKED TYPE OF SERVICE: SERIAL NO.: WATER PURVEYOR: ASEMBLY ID: AIR GAP AIR GAP CHECKED OPENED AT: _____ OPENED AT: _____ PSID HELD AT: _____ PSID HELD AT: _____ PSID CLOSED TIGHT (RP) LEAKED PSID HELD AT: _____ PSID BACKFLOW ASSEMBLY TEST REPORT FAX: VALVE ASSEMLBY COMMENTS 891454 0.75RP 975XL WILKINS RP BD0000441 CITY OF SAN LUIS OBISPO D & D AUTO PARTS 8055448285 3427 ROBERTO CT UNIT 130 SAN LUIS OBISPO LEFT OF ENTRANCE-3427 ROBERTO COURT, SLO FA0005229 RANDY COATES 189 COUNTRYSIDE LN SAN LUIS OBISPO CA 93401 OW0005188 2.08.9 8 09/23/2024 Passed 2453-001 PI0000215 COOK, MATTHEW 10/03/2024 08/31/20252453-001 LANDSCAPE IRRIGATION County of San Luis Obispo Environmental Health Services Division San Luis Obispo crossconnection@co.slo.ca.us CA 2156 Sierra Way Ste. B 93401 (805) 781-4211(805) 781-5544 305 From:Doobie Coates <highstdeli@gmail.com> Sent:Thursday, November 13, 2025 3:47 PM To:Fortner, Kellie Subject:Re: 3427 ROBERTO - Backflow(s) Out of Compliance Hi Kellie, I called Cook backflow services to schedule the test. Thank you On Thu, Nov 13, 2025 at 2:06 PM Fortner, Kellie <kfortner@slocity.org> wrote: Good afternoon, This notice is to inform you that the property 3427 ROBERTO in San Luis Obispo currently has backflow prevention devices that are out of compliance with City, County, and State annual backflow prevention assembly testing requirements. If a passing test result for each device is not uploaded into the backflow testing portal by 11/27/25, the City will issue a Notice of Violation that may result in administrative citations up to daily fines. A list of testers certified within San Luis Obispo County can be found through the County of SLO website. If you have any questions, please reach out as soon as possible. Thank you, Kellie Fortner Recycled Water Specialist Public Utilities 879 Morro, San Luis Obispo, CA 93401-2710 E kfortner@slocity.org T 805.783.7860 slocity.org Stay connected with the City by signing up for e-notifications 306 -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 307 From:no_reply@undergroundservicealert.org Sent:Thursday, September 4, 2025 9:30 PM To:Smart, Dig Subject:CA TICKET: 2025090403992-000 Original Normal(CTYSLO) Attachments:2025090403992-000_CTYSLO_Original.GML; 2025090403992-000_CTYSLO_Original.XML; 2025090403992-000.GIF Underground Service Alert of Northern & Central California 811 // 800-642-2444 www.usanorth811.org Please be advised the person below has requested a locate of underground assets in your jurisdic Ɵon. You are required to respond within the required Ɵme frame and reference the Ticket Number, Sequence Number and the User Reference (where supplied). [REFERRAL DETAILS] MESSAGE VERSION NO= 1.0.10 FROM= Underground Service Alert of Northern & Central California TICKET MEDIUM= WEB UTILITY ID= 20480 STATION CODE= CTYSLO UTILITY NAME= City of San Luis Obispo TO= KURT LONG JOB NO= 3980711 TICKET NO= 2025090403992 TICKET REVISION NO= 000 PREVIOUS TICKET NO= PREVIOUS TICKET REV NO= SEQUENCE NO= 30171115 TRANSMISSION ID= 34 SUBMITTED DATE= 2025-09-04T21:28:49-07:00 WORK BEGIN DATE= 2025-09-08T17:01:00-07:00 LEGAL START DATE= 2025-09-08T17:01:00-07:00 TICKET EXPIRATION= 2025-10-02T23:59:59-07:00 WORK DURATION= 15-31 days EMERGENCY= False TICKET STATUS= Original TICKET TYPE= Normal WORK TYPE= ResidenƟal property work WORK ACTIVITY= Road Work - Private Road Owned By Property Owner DELINEATED METHOD= White Paint EXCAVATION METHOD= Backhoe/trackhoe/excavator/mini ex PAVEMENT ONLY= true VACUUM EXCAVATION= true ANTICIPATED DEPTH= 24 to 48 inches EXCAVATION SIZE= 3997 Sq Ft RESPONSE REQUIRED= true PROJECT OWNER= Homeowner/Property Owner/Tenant/HOA PERMIT= n/a JOB NO/NAME= High street deli BORING= false 308 PAVEMENT ONLY= true EXPLOSIVES= false STATION LIST= CHASLO, CTYSLO, MCIWSA, PGESLO, SLOUSD, SCGSLO, SPRINT, ATTDNORCAL [CALLER DETAILS] EXCAVATOR ID= 184950 NAME= Theodore Wolff COMPANY= B&T construcƟon Inc. STREET ADDRESS= PO. BOX. 3442 CITY/TOWN/PLACE= STATE= CA ZIPCODE= 93401 EXCAVATOR TYPE= Contractor EXCAVATOR INDUSTRY= PHONE= 805-235-2891 MOBILE= 805-888-7031 EMAIL= theodore@bƟnc1.com LANGUAGE= [LOCATION DETAILS] ADDRESS/LOCATION= 3427 Roberto Ct CITY/TOWN/PLACE= San Luis Obispo COUNTY= San Luis Obispo County STATE= CA NEARBY CROSS STREET= Via Esteban STREET/SIDEWALK= false SUBDIVISION/LOT= ONSITE CONTACT NAME= Robert Morris ONSITE CONTACT PHONE= 8052352891 ZIPCODE= 93401 LATITUDE= 35.259643 LONGITUDE= -120.644664 EXCAVATOR REMARKS= InstallaƟon of new grease trap onsite. No work will be conducted in the city ROW. TICKET EDIT REASON= Please DO NOT REPLY TO THIS EMAIL as it has been automaƟcally generated and replies are not monitored. Should you wish to advise Underground Service Alert of Northern & Central California of any issues with the a Ʃached Ɵcket informaƟon, please email info@usanorth811.org 9 309 From:Doobie Coates <highstdeli@gmail.com> Sent:Tuesday, September 2, 2025 1:58 PM To:Ryan Brockett Cc:Gurney, Nico; Olivia Nagel; Eli Ferman; Brian Starrett; Jack Dyer; Lehman, Chris; McCaffrey, Seano Subject:Re: Grease Interceptor Review – Approval to Proceed Hi Nico, Thank you so much! On Fri, Aug 29, 2025 at 3:13 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Nico, Thank you for the review and exemption determination! That's a great way to end a week heading into a long holiday weekend. We'll work with Building, Client & Consultants on next steps as we proceed/ Have a great weekend, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 1:38 PM Gurney, Nico <NGurney@slocity.org> wrote: Hi Randy, Utilities staff have reviewed your HGI sizing and selection worksheet along with the exemption request letter. We confirm that the Schier GB-500 is an acceptable grease collection device (GCD) and approve the routing of kitchen plumbing fixtures to the externally located GCD. This exempts your project from installing a separate device or reconfiguring front-of-house taproom plumbing. Your project is now cleared from the Utilities grease interceptor review and ready to proceed. Thank you for your patience during this process. Please work with Seano McCaffrey to proceed with your building permit (BLDG-1157- 2025). Kind regards, 310 Nico Gurney Engineer Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 28, 2025 17:42 To: Gurney, Nico <NGurney@slocity.org>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES 311 highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 312 From:Building <building@slocity.org> Sent:Friday, August 29, 2025 3:35 PM To:Ryan Brockett Cc:Doobie Coates Subject:RE: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Woooo! You as well! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 3:33 PM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Great, got 'em! Have a good long holiday weekend! RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 3:16 PM Building <building@slocity.org> wrote: It should be there now! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org 313 T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 2:56 PM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Thanks Erin! However I don't see it in the portal yet, it just shows the stamped docs but not the plans. Can you check again on your end? Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 314 On Fri, Aug 29, 2025 at 2:02 PM Building <building@slocity.org> wrote: Hi Ryan, I am sorry for the mistake! I just stamped and uploaded the correct set for you! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 10:46 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Erin, The wrong plan set was incorrectly stamped. The first submittal set was stamped, but should be "Plans v4", which is the latest with this date below: Can you let me know when you re-stamp & replace? 315 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 316 On Fri, Aug 29, 2025 at 10:37 AM Ryan Brockett <ryan@brockitecture.com> wrote: Thanks, we just downloaded the stamped plans & documents from the portal! Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 10:35 AM Building <building@slocity.org> wrote: Hi Doobie, Thank you! I will get this in the mail to you this afternoon. I also made the plans viewable for you in the portal. Have a great weekend! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 10:03 AM To: Building <building@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hey Erin, Attached is the signed permit. Go ahead and send to this address: 317 189 Countryside lane San Luis Obispo, CA 93401 Thank you On Fri, Aug 29, 2025 at 9:54 AM Building <building@slocity.org> wrote: Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct 318 Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, 319 Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. 320 Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, 321 Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES 322 highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 348 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, August 29, 2025 3:10 PM To:Hermann, Greg Subject:Fwd: Grease Interceptor Review – Approval to Proceed FYI, exemption approved! ---------- Forwarded message --------- From: Gurney, Nico <NGurney@slocity.org> Date: Fri, Aug 29, 2025 at 1:38 PM Subject: Grease Interceptor Review – Approval to Proceed To: Doobie Coates <highstdeli@gmail.com>, Ryan Brockett <ryan@brockitecture.com>, Olivia Nagel <olivia@brockitecture.com>, Eli Ferman <EFerman@emcor.net>, Brian Starrett <BStarrett@emcor.net>, Jack Dyer <jack@topatopa.beer> Cc: Lehman, Chris <clehman@slocity.org>, McCaffrey, Seano <smccaffrey@slocity.org> Hi Randy, Utilities staff have reviewed your HGI sizing and selection worksheet along with the exemption request letter. We confirm that the Schier GB-500 is an acceptable grease collection device (GCD) and approve the routing of kitchen plumbing fixtures to the externally located GCD. This exempts your project from installing a separate device or reconfiguring front-of-house taproom plumbing. Your project is now cleared from the Utilities grease interceptor review and ready to proceed. Thank you for your patience during this process. Please work with Seano McCaffrey to proceed with your building permit (BLDG-1157- 2025). Kind regards, Nico Gurney Engineer Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 349 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 28, 2025 17:42 To: Gurney, Nico <NGurney@slocity.org>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 369 From:Floyd, Aaron Sent:Friday, August 29, 2025 1:41 PM To:Taffe, McKenzie; Hermann, Greg Subject:FW: Grease Interceptor Review – Approval to Proceed From: Gurney, Nico <NGurney@slocity.org> Sent: Friday, August 29, 2025 1:38 PM To: Doobie Coates <highstdeli@gmail.com>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Cc: Lehman, Chris <clehman@slocity.org>; McCaffrey, Seano <smccaffrey@slocity.org> Subject: Grease Interceptor Review – Approval to Proceed Hi Randy, Utilities staff have reviewed your HGI sizing and selection worksheet along with the exemption request letter. We confirm that the Schier GB-500 is an acceptable grease collection device (GCD) and approve the routing of kitchen plumbing fixtures to the externally located GCD. This exempts your project from installing a separate device or reconfiguring front-of-house taproom plumbing. Your project is now cleared from the Utilities grease interceptor review and ready to proceed. Thank you for your patience during this process. Please work with Seano McCaffrey to proceed with your building permit (BLDG-1157- 2025). Kind regards, Nico Gurney Engineer Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 28, 2025 17:42 To: Gurney, Nico <NGurney@slocity.org>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters 370 Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 371 From:Gurney, Nico Sent:Friday, August 29, 2025 1:38 PM To:Melby, Jordan; Seng, Geraldine Subject:FW: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Attachments:High Street Deli HGI Sizing and Selection Worksheet.pdf; Pages from 3427 ROBERTO CT TI Permit Resubmit 3 Set 250825r.pdf; Mail - RE_ Letter of Exemption- Grease Interceptor 250825.pdf; Grease_Trap_Exemption_Request_Final.pdf Will you file this letter of exemption as well? Nico Gurney pronouns he/him/his Engineer I Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 28, 2025 17:42 To: Gurney, Nico <NGurney@slocity.org>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- 372 R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 382 From:Building <building@slocity.org> Sent:Friday, August 29, 2025 10:40 AM To:Ryan Brockett Cc:Doobie Coates Subject:RE: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Awesome, if you need anything else, feel free to let me know. Enjoy your holiday weekends! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 10:38 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Thanks, we just downloaded the stamped plans & documents from the portal! Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 10:35 AM Building <building@slocity.org> wrote: Hi Doobie, Thank you! I will get this in the mail to you this afternoon. I also made the plans viewable for you in the portal. Have a great weekend! Erin Stanley Permit Technician I 383 Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 10:03 AM To: Building <building@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hey Erin, Attached is the signed permit. Go ahead and send to this address: 189 Countryside lane San Luis Obispo, CA 93401 Thank you On Fri, Aug 29, 2025 at 9:54 AM Building <building@slocity.org> wrote: Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. Thank you, 384 Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 385 direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. 386 Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II 387 Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan 388 Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 389 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, August 29, 2025 10:38 AM To:Building Cc:Doobie Coates Subject:Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Thanks, we just downloaded the stamped plans & documents from the portal! Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 10:35 AM Building <building@slocity.org> wrote: Hi Doobie, Thank you! I will get this in the mail to you this afternoon. I also made the plans viewable for you in the portal. Have a great weekend! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 10:03 AM To: Building <building@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hey Erin, Attached is the signed permit. Go ahead and send to this address: 390 189 Countryside lane San Luis Obispo, CA 93401 Thank you On Fri, Aug 29, 2025 at 9:54 AM Building <building@slocity.org> wrote: Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct 391 Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, 392 Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. 393 Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, 394 Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES 395 highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 396 From:Floyd, Aaron Sent:Friday, August 29, 2025 10:36 AM To:Hermann, Greg Subject:RE: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Sounds good. From: Hermann, Greg <GHermann@slocity.org> Sent: Friday, August 29, 2025 10:23 AM To: Floyd, Aaron <afloyd@slocity.org> Subject: FW: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Hi Floyd, McKenzie is working on a summary of what she is hearing regarding GCDs, but here is the one I was talking about. Looks like there have been some additional emails this week and an exemption request was submitted yesterday. Ultimately, I think it would be best to have a meeting with the Utilities lead on this an Economic Development team just so we can get educated and best respond to questions or feedback that we may receive. Are you ok to touch base briefly at 11 am on this one in particular? We can leave the full download on the overall topic to the meeting with our teams. Greg From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 8:33 AM To: Hermann, Greg <GHermann@slocity.org> Subject: Fwd: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters FYI, here is the request of exemption just submitted for 3427 Roberto Ct. RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 ---------- Forwarded message --------- From: Doobie Coates <highstdeli@gmail.com> Date: Thu, Aug 28, 2025 at 5:42 PM Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters To: Gurney, Nico <NGurney@slocity.org>, Ryan Brockett <ryan@brockitecture.com>, Olivia Nagel <olivia@brockitecture.com>, Eli Ferman <EFerman@emcor.net>, Brian Starrett <BStarrett@emcor.net>, Jack Dyer <jack@topatopa.beer> 397 Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 398 Wooten, Eric From:Building <building@slocity.org> Sent:Friday, August 29, 2025 10:35 AM To:Doobie Coates Cc:Ryan Brockett Subject:RE: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Doobie, Thank you! I will get this in the mail to you this afternoon. I also made the plans viewable for you in the portal. Have a great weekend! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 10:03 AM To: Building <building@slocity.org> Cc: Ryan Brockett <ryan@brockitecture.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hey Erin, Attached is the signed permit. Go ahead and send to this address: 189 Countryside lane San Luis Obispo, CA 93401 Thank you On Fri, Aug 29, 2025 at 9:54 AM Building <building@slocity.org> wrote: Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. 399 Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan 400 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, 401 Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. 402 Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. 403 Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 404 From:Hermann, Greg Sent:Friday, August 29, 2025 10:23 AM To:Floyd, Aaron Subject:FW: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Attachments:High Street Deli HGI Sizing and Selection Worksheet.pdf; Pages from 3427 ROBERTO CT TI Permit Resubmit 3 Set 250825r.pdf; Mail - RE_ Letter of Exemption- Grease Interceptor 250825.pdf; Grease_Trap_Exemption_Request_Final.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Floyd, McKenzie is working on a summary of what she is hearing regarding GCDs, but here is the one I was talking about. Looks like there have been some additional emails this week and an exemption request was submitted yesterday. Ultimately, I think it would be best to have a meeting with the Utilities lead on this an Economic Development team just so we can get educated and best respond to questions or feedback that we may receive. Are you ok to touch base briefly at 11 am on this one in particular? We can leave the full download on the overall topic to the meeting with our teams. Greg From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 8:33 AM To: Hermann, Greg <GHermann@slocity.org> Subject: Fwd: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters FYI, here is the request of exemption just submitted for 3427 Roberto Ct. RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 ---------- Forwarded message --------- From: Doobie Coates <highstdeli@gmail.com> Date: Thu, Aug 28, 2025 at 5:42 PM Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters To: Gurney, Nico <NGurney@slocity.org>, Ryan Brockett <ryan@brockitecture.com>, Olivia Nagel <olivia@brockitecture.com>, Eli Ferman <EFerman@emcor.net>, Brian Starrett <BStarrett@emcor.net>, Jack Dyer <jack@topatopa.beer> Dear Nico, 405 Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 406 From:Doobie Coates <highstdeli@gmail.com> Sent:Friday, August 29, 2025 10:03 AM To:Building Cc:Ryan Brockett Subject:Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Attachments:20250829_001.pdf Hey Erin, Attached is the signed permit. Go ahead and send to this address: 189 Countryside lane San Luis Obispo, CA 93401 Thank you On Fri, Aug 29, 2025 at 9:54 AM Building <building@slocity.org> wrote: Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM 407 To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the 408 case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 409 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 410 From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 411 -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 412 From:Building <building@slocity.org> Sent:Friday, August 29, 2025 9:54 AM To:Doobie Coates; Ryan Brockett Subject:RE: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Attachments:BLDG-1157-2025 PERMIT TO BE SIGNED.pdf Good morning Doobie, Thank you for getting that form to me so quickly. Attached is the permit to be signed. Please sign it and send me a copy for our records. Do you wish to pick up the permit cards at our office, or would you like for me to mail them to you? If you prefer to have them mailed, please respond with an appropriate address. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, August 29, 2025 9:49 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: Building <building@slocity.org> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 413 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan 414 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II 415 Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 416 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com BUILDING PERMIT Alt/Addition - Commercial BLDG-1157-2025 Issuance Date: 8/29/2025Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 053-063-019Project Address:3427 Roberto Ct Assessor's Parcel Number: Unit or Suite(s):130, 110 4,705.00Square Footage: Legal Description:Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas Project Description: Applicant: Ryan Brockett Architect Inc. Ryan Brockett Business: (805) 400-3025 Owner: High St. Market and Deli Randy Coates Business: (805) 234-1220 2022Code Year:Stories : ProvidedFire Sprinklers:Motel Rooms:Dwelling Units: 1.00 Census:437 - Commercial Alteration or Addition Construction Type:V-B V-B Occupancy:Assembly, restaurants, bars & banquet halls (A-2) Storage, low hazard (S-2) Valuation Group Type Sq. Ft Factor Valuation $700,000.00 Manual Fees Fee AmountFee Name Plan Check Fees - Alt/Addition Commercial $5,222.55 Sewer Lateral CCTV Review $84.00 Alt/Addition-Commercial-Plan Review-Fire $658.70 IT Surcharge $19.35 SMIP (Commercial)$219.10 C&D Recycling - UTIL $84.00 Inspection Fees - Alt/Addition Commercial $5,457.80 Building Plan Rev - Commercial - Moderate $550.53 Public Art $3,000.00 Alt/Addition-Commercial-Inspection-Fire $846.90 Green Building Fee $28.00 Total Fees:$16,170.93 Payments Date Receipt #Amount 5/16/25 $5,222.55 46,951-05-16-2025 8/28/25 $10,948.38 48,001-08-28-2025 Total Paid:$16,170.93 Contact Name Account BalanceTotal DebitsAccount Name Status Total Credits Plan Check Account Payment by Contact Total Account Balance: Balance Due:$0.00 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2b – OWNER-BUILDER’S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors’ State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors’ State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or athttp://www.leginfo.ca.gov/calaw.html. #3 IDENTIFY WORKERS’ COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney’s fees. I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am the Property Owner. Signature of Contractor, Authorized Agent or Owner Date August 29, 2025 417 From:Doobie Coates <highstdeli@gmail.com> Sent:Friday, August 29, 2025 9:49 AM To:Ryan Brockett Cc:Building Subject:Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Attachments:20250829.pdf Hi Erin, Attached is the signed owner-builder form. Let me know if there is anything else. Thank you On Fri, Aug 29, 2025 at 9:31 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Erin, Yes, the permit will be issued to the property owner. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 29, 2025 at 9:24 AM Building <building@slocity.org> wrote: Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development 418 E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. 419 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. 420 We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 421 From:Building <building@slocity.org> Sent:Friday, August 29, 2025 9:24 AM To:Ryan Brockett Cc:Doobie Coates Subject:RE: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Attachments:OWNER-BUILDER FORM.pdf Good morning Ryan, This is ready to issue. Can you tell me if we are issuing this to the property owner or a licensed contractor? I have attached the owner-builder form in the case that the property owner is pulling this himself. Let me know if this is the case and I will send you the permit to be signed. Once I obtain that, I will make the stamped plans viewable in the portal for you. Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 29, 2025 9:18 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Re: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Iliana, Just following-up, as the fees have been paid for this project online, BLDG-1157-2025 . Let us know what else is needed to get the digital stamped set. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Thu, Aug 28, 2025 at 8:44 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Ilianna, 422 Thanks for confirming! The owner will pay the fees soon. Property owner will be signing the permit as owner-builder. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 10:56 AM Building <building@slocity.org> wrote: Hello, Yes approval email went out on Monday. Please confirm once fees are paid for issuance. Please also confirm who will be signing for the permit. We can only issue the permit to a licensed contractor or the property owner. Thank you. Ilianna Silva Permit Technician II Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E ISilva@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:47 AM To: Building <building@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. 423 We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 Building & Safety Division ● 919 Palm Street ● San Luis Obispo, CA 93401 ● (805) 781 -7180 ● (805) 781-7182 Fax OWNER’S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION Dear Property Owner: Building Permit Application No. ______________ has been submitted in your name listing yourself as the builder of the property improvements specified at __________________________________________________________________________________. We are providing you with this Owner-Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated above. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. ____1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an “Owner -Builder” building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her em ployees while working on my property. My homeowner’s insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ____2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. ____3. I understand as an “Owner-Builder” I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. ____4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. ____5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total va lue of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an “employer” under state and federal law. ____6. I understand if I am considered an “employer” under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers’ compensation disability insurance, and contribute to unemployment compensation for each “employee.” I also understand my failure to abide by these laws may subject me to serious financial risk. ____7. I understand under California Contractors’ State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. ____8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I ma y be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. ____9. I understand I may obtain more information regarding my obligations as an “employer” from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accid ents. I also understand I may contact the California Contractors’ State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. ____10. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following project address: _____________________________________________________________________________________________________________ ____11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. ____ 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not ha ve a license, the Contractors’ State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed a nd the status of their workers’ compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner’s driver’s license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner’s signature. Print Name of Property Owner ________________________________________________________________________________ Signature ____________________________________________________________________________ Date: _______________ CITY OF SAN LUIS OBISPO Building & Safety Division ● 919 Palm Street ● San Luis Obispo, CA 93401 ● (805) 781 -7180 ● (805) 781-7182 Fax AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER’S BEHALF Note: This form shall be completed by the property owner only when designating an agent of the property owner for purposes related to a construction permit for the Owner-Builder. Project Location or Address: ______________________________________________________________________________ Scope of Construction Project (or Description of Work): ______________________________________________________________________________ Excluding the Owner’s Acknowledgment and Verification of Information Form, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner- Builder Permit for my project. Name of Authorized Agent: ________________________________________________________Phone ________________ Address of Authorized Agent: ______________________________________________________________________________ I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner’s driver’s license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner’s signature. Property Owner’s Name (please print): ______________________________________________________________________________ Property Owner’s Signature: ______________________________________________________________________________ Date: _____________________________ Building Application No. ________________________ CITY OF SAN LUIS OBISPO 424 From:Gurney, Nico Sent:Friday, August 29, 2025 1:38 PM To:Doobie Coates; Ryan Brockett; Olivia Nagel; Eli Ferman; Brian Starrett; Jack Dyer Cc:Lehman, Chris; McCaffrey, Seano Subject:Grease Interceptor Review – Approval to Proceed Hi Randy, Utilities staff have reviewed your HGI sizing and selection worksheet along with the exemption request letter. We confirm that the Schier GB-500 is an acceptable grease collection device (GCD) and approve the routing of kitchen plumbing fixtures to the externally located GCD. This exempts your project from installing a separate device or reconfiguring front-of-house taproom plumbing. Your project is now cleared from the Utilities grease interceptor review and ready to proceed. Thank you for your patience during this process. Please work with Seano McCaffrey to proceed with your building permit (BLDG-1157- 2025). Kind regards, Nico Gurney Engineer Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 28, 2025 17:42 To: Gurney, Nico <NGurney@slocity.org>; Ryan Brockett <ryan@brockitecture.com>; Olivia Nagel <olivia@brockitecture.com>; Eli Ferman <EFerman@emcor.net>; Brian Starrett <BStarrett@emcor.net>; Jack Dyer <jack@topatopa.beer> Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. 425 Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 426 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, August 29, 2025 8:33 AM To:Hermann, Greg Subject:Fwd: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Attachments:High Street Deli HGI Sizing and Selection Worksheet.pdf; Pages from 3427 ROBERTO CT TI Permit Resubmit 3 Set 250825r.pdf; Mail - RE_ Letter of Exemption- Grease Interceptor 250825.pdf; Grease_Trap_Exemption_Request_Final.pdf FYI, here is the request of exemption just submitted for 3427 Roberto Ct. RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 ---------- Forwarded message --------- From: Doobie Coates <highstdeli@gmail.com> Date: Thu, Aug 28, 2025 at 5:42 PM Subject: Request for Exemption / 3427 Roberto Ct. / High St. Headquarters To: Gurney, Nico <NGurney@slocity.org>, Ryan Brockett <ryan@brockitecture.com>, Olivia Nagel <olivia@brockitecture.com>, Eli Ferman <EFerman@emcor.net>, Brian Starrett <BStarrett@emcor.net>, Jack Dyer <jack@topatopa.beer> Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 427 highstdeli@gmail.com www.highstdeli.com 428 From:Doobie Coates <highstdeli@gmail.com> Sent:Thursday, August 28, 2025 5:42 PM To:Gurney, Nico; Ryan Brockett; Olivia Nagel; Eli Ferman; Brian Starrett; Jack Dyer Subject:Request for Exemption / 3427 Roberto Ct. / High St. Headquarters Attachments:High Street Deli HGI Sizing and Selection Worksheet.pdf; Pages from 3427 ROBERTO CT TI Permit Resubmit 3 Set 250825r.pdf; Mail - RE_ Letter of Exemption- Grease Interceptor 250825.pdf; Grease_Trap_Exemption_Request_Final.pdf Dear Nico, Please find attached our formal request for exemption regarding the grease interceptor plumbing configuration at 3427 Roberto Ct, along with the supporting documents and HGI sizing form. The letter outlines our justification for exemption of the taproom fixtures, including the hand sink, beer line drain, and mop sink, with an alternate option requesting exemption for the mop sink only. We appreciate your review and consideration, and we are happy to provide any additional information if needed. Sincerely, Randy Coates Property Owner -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com Request for Exemption – Grease Interceptor Plumbing Configuration Dear Nico, As the property owner of 3427 Roberto Ct., I am submitting a request for exemption regarding the existing grease interceptor plumbing configuration. The fixtures in question are located in the taproom side of the building. This portion of the property is dedicated exclusively to beverage service and contains no food preparation or production. Specifically, the fixtures under consideration are: • A hand sink and beer line drain used solely for beverage service. • An existing mop sink in the back of the taproom. Operational Justification: The property is essentially two distinct units within one building: - The taproom (existing, remodeled side) – limited to drink service only, with no food production. Plumbing here is limited to the hand sink, beer line drain, and the existing mop sink. - The kitchen side (new construction within the current scope of work) – this is where all food preparation and production occurs. All new kitchen plumbing and food-related fixtures, including a dedicated mop sink for kitchen cleaning, are tied into the new grease interceptor as required. The taproom mop sink will not be used for kitchen cleaning; it will only serve the taproom side. Routing these fixtures to the grease interceptor would not improve system performance but would add unnecessary costs of over $100,000 due to the need to trench through the existing driveway and parking lot. Additional Preventive Measure: As an added safeguard, we will place permanent “No Grease” signage directly at the hand sink, beer line drain, and taproom mop sink. These signs will clearly identify that these fixtures are not to be used for grease-related disposal, further ensuring compliance and preventing any possibility of grease entering these lines. Exemption Request (Two Options): • Option A: Exemption for all taproom fixtures (hand sink, beer line drain, and mop sink), based on their very low grease factor—well within the 0.005–0.0065 range identified as eligible for exemption—and their location outside of food production areas. • Option B: At minimum, exemption for the taproom mop sink, since the kitchen side already contains its own mop sink tied directly to the new grease interceptor for food service cleaning. This request satisfies the intent of the Municipal Code while also supporting efficient, cost-effective project delivery. Please confirm receipt of this request and let me know if any additional information is needed to complete the review process. Thank you for your time and consideration. Sincerely, Randy Coates Property Owner Sizing and Selection Requirements for Grease Control Devices City of San Luis Obispo Page 7 Appendixx A:: HGII Sizingg andd Selectionn Worksheett HGI Required Information: 1. Check all that apply: ܆ Indoor Installation ܆ Outdoor Installation ܆ Above Grade ܆ Below Grade 2. Are there indirectly connected fixtures routed to the HGI?܆ Yes ܆ No 3. Will the HGI be installed within 20 feet of the fixtures?܆ Yes ܆ No Note: for interior installations, if the answer to either question 2 or 3 is YES, use a one-minute drainage period, otherwise use a two-minute drainage period. For exterior installations use a two-minute drainage period. Step 1: Calculated Flow Rate 1. Total Fixture Volume: Flow Rate GPM (one or two-minute): 2. OR, Pipe Diameter (Table 1): Flow Rate GPM (one or two-minute): Step 2: Calculated Grease Capacity Grease Factor (Table 2): Meals/drinks/customers served per day: Days open 90-day period1: Grease produced 90-day period (lbs)2: 1For FSEs that are not open every day, count the number of days open in a 90-day period 2Calculation: Grease factor*Meals or customers per day*Days open in 90-day period Note: The correctly sized and selected HGI(s) will have the minimum required flow rate determined in Step 1 and the minimum substantiated grease capacity determined in Step 2. What is the make and model of the HGI(s): Flow rate (GPM): Grease capacity (lbs): No. HGIs Required: Please submit the completed HGI Sizing and Selection Worksheet to the City for approval along with any other required documents. Once approved, no substitutions will be allowed without prior written approval from the City. Project Name: Project Address: Street City State Zip Submitted by: Name Position Company Signature: Date: Approved by: Date: Name Position Ryan Brockett <ryan@brockitecture.com> RE: Letter of Exemption: High Street Deli Headquarters - Grease Interceptor 1 message Gurney, Nico <NGurney@slocity.org>Mon, Aug 25, 2025 at 1:22 PM To: Doobie Coates <highstdeli@gmail.com> Cc: "McCaffrey, Seano" <smccaffrey@slocity.org>, Eli Ferman <EFerman@emcor.net>, "Lehman, Chris" <clehman@slocity.org>, "ryan@brockitecture.com" <ryan@brockitecture.com>, Brian Starrett <BStarrett@emcor.net>, Tyler O'Keefe <TOKeefe@emcor.net>, Olivia Nagel <olivia@brockitecture.com>, "Nichols, Vanessa" <vnichols@slocity.org> Hi Doobie, Regarding my email requesting a letter of exemption for this project, the City will permit the food service establishment’s installation of a single grease collection device with the designed back of house plumbing configuration since the amount of grease generated in the front of house is minimal. Please provide a letter for Utilities review that includes: 1. Attachments: Any relevant diagrams, schematics, or photos illustrating the current plumbing configuration. 2. Commentary: A description of the current plumbing setup, specifically how grease-producing fixtures are routed. 3. Operational Justification: The intended use of the food service establishment and an explanation of why the existing configuration meets the facility’s operational needs. This should include the HGI sizing form. 4. Exemption Request: A clear justification for requesting relief from the fixture connection requirements in SLOMC 13.08.092. The grease interceptor that was original chosen is not eligible for exemption, since it is concrete. Let me know if you have any other questions.. Kind regards, Nico Gurney pronouns he/him/his Engineer I Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Monday, August 25, 2025 13:12 To: Gurney, Nico <NGurney@slocity.org> Cc: McCaffrey, Seano <smccaffrey@slocity.org>; Eli Ferman <EFerman@emcor.net>; Lehman, Chris <clehman@slocity.org>; ryan@brockitecture.com; Brian Starrett <BStarrett@emcor.net>; Tyler O'Keefe <TOKeefe@emcor.net>; Olivia Nagel <olivia@brockitecture.com>; Nichols, Vanessa <vnichols@slocity.org> Subject: Re: High Street Deli Headquarters - Grease Interceptor Hey Nico, Following up on this email in order to move forward with the proper drawing. Would this be an acceptable solution? Thanks On Fri, Aug 22, 2025 at 10:56 AM Doobie Coates <highstdeli@gmail.com> wrote: Subject: Alternative Solution for Grease Trap Compliance Dear Nico, We’ve been reviewing the requirements for routing all existing plumbing to a grease trap and have considered an alternative solution that we’d like to run by you before proceeding. Instead of tying all existing lines back to the new grease trap—which would require extensive demolition of the driveway and parking lot at an additional cost of over $100,000—we propose installing a separate grease trap in the bar/tap area. This approach would: 1. Satisfy the Utilities Department’s request by ensuring all existing plumbing lines are routed through a grease trap. 2. Avoid the need to tear out and reconstruct the driveway/parking lot, dramatically reducing project costs and delays. 3. Provide a practical operational benefit by keeping the two units separate, since they function as independent spaces. Would the City have any issues with this solution? If acceptable, we can move forward quickly with revising the plans accordingly. Thank you for your time and consideration. We’re eager to resolve this matter in a way that meets the City’s requirements while also making the project feasible. Sincerely, On Thu, Aug 21, 2025 at 2:54 PM Gurney, Nico <NGurney@slocity.org> wrote: Hi Doobie, Turnaround for this review process can happen well within a week pending the requested submittals. I see that the plans call for a Midstate concrete grease interceptor (1500 gal). Concrete and metal GGIs are not allowed per SLOMC 13.08.092. Please select a hydromechanical grease interceptor designed and tested in accordance with ASME A112.14.3 and/or CSA B481.1. Please submit Appendix A of the HGI sizing form, since the plans will not be approved as is. Kindly, Nico Gurney pronouns he/him/his Engineer I Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 21, 2025 14:22 To: Gurney, Nico <NGurney@slocity.org> Cc: McCaffrey, Seano <smccaffrey@slocity.org>; Eli Ferman <EFerman@emcor.net>; Lehman, Chris <clehman@slocity.org>; ryan@brockitecture.com; Brian Starrett <BStarrett@emcor.net>; Tyler O'Keefe <TOKeefe@emcor.net>; Olivia Nagel <olivia@brockitecture.com>; Nichols, Vanessa <vnichols@slocity.org>; Melby, Jordan <JMelby@slocity.org>; Seng, Geraldine <gseng@slocity.org> Subject: Re: High Street Deli Headquarters - Grease Interceptor Dear Nico, Thank you for the detailed response and clarification regarding the exemption request process. Before we prepare and submit the exemption documentation, could you let us know how long this review process typically takes? We are ready to move forward with the revised plans as submitted, unless the exemption review could reasonably be completed this week with a quick turnaround. We appreciate your guidance and want to ensure we are making the most efficient decision for both the City and our project schedule. On Thu, Aug 21, 2025 at 2:04 PM Gurney, Nico <NGurney@slocity.org> wrote: Dear Eli, To move forward with permitting, the City of San Luis Obispo Utilities Department requires the property owner or tenant to submit a letter of exemption regarding the existing grease interceptor plumbing configuration. The letter should include: 1. Attachments: Any relevant diagrams, schematics, or photos illustrating the current plumbing configuration. 2. Commentary: A description of the current plumbing setup, specifically how grease-producing fixtures are routed. 3. Operational Justification: The intended use of the food service establishment and an explanation of why the existing configuration meets the facility’s operational needs. This should include the HGI sizing form. 4. Exemption Request: A clear justification for requesting relief from the fixture connection requirements in SLOMC 13.08.092. As part of the review process, the Utilities Department evaluates exemption requests on a case-by- case basis in consultation with Environmental Programs. Establishments with a low grease factor (0.005–0.0065) may be eligible for exemptions, pending approval by the Director. Once submitted, the City will review the documentation and determine the appropriate path for permit processing. Please reach out if you need guidance on the specific information to include or have any questions regarding the submission. Regarding your recent email and the concerns raised around dilution of flow, introduction of solids, and potential impacts on sizing: modern high-efficiency grease interceptors are designed to accommodate low-flow fixtures and incidental solids within typical food service operations. Based on current industry standards, connecting low-grease-producing fixtures—such as those in a beer tasting area—generally does not compromise performance or lead to oversizing issues. These concerns are more applicable under atypical conditions, which do not appear to be present in this case. Kindly, Nico Gurney pronouns he/him/his Engineer I Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org Nico Gurney pronouns he/him/his Engineer I Public Utilities 879 Morro, San Luis Obispo, CA 93401-7314 E ngurney@slocity.org T 805.781.7508 C 805.748.6392 slocity.org From: McCaffrey, Seano <smccaffrey@slocity.org> Sent: Monday, August 18, 2025 08:56 To: Eli Ferman <EFerman@emcor.net>; Gurney, Nico <NGurney@slocity.org>; Lehman, Chris <clehman@slocity.org> Cc: ryan@brockitecture.com; Brian Starrett <BStarrett@emcor.net>; Tyler O'Keefe <TOKeefe@emcor.net>; Olivia Nagel <olivia@brockitecture.com>; Doobie Coates <highstdeli@gmail.com>; Nichols, Vanessa <vnichols@slocity.org> Subject: RE: High Street Deli Headquarters - Grease Interceptor Hello Utility team, High street deli is moving, and we are getting ready to issue the permit on next review but are getting stuck on grease interceptor requirements per the City of San Luis Obispo requirements. We are routing all the fixtures within the kitchen space to the grease interceptor, but where the bar the applicant teams does not want to dig up exciting utility’s that are not getting moved during this TI as this is a significant cost & they see an adverse impact if required to as explained below email chain. Can your team look at this and let me know if we can exempt these fixtures located at the front of the house only. Link to plan set / permit file https://eplapp1.slocity.org/energov_prod/managepermit/#/permit/6d47b9f6-a0dd-4c31-9258- 12ba7c2904ca/files From: Eli Ferman <EFerman@emcor.net> Sent: Monday, August 18, 2025 8:34 AM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: ryan@brockitecture.com; Brian Starrett <BStarrett@emcor.net>; Tyler O'Keefe <TOKeefe@emcor.net>; Olivia Nagel <olivia@brockitecture.com>; Doobie Coates <highstdeli@gmail.com> Subject: High Street Deli Headquarters - Grease Interceptor Good morning Sean, On page 2 of your Permit Corrections Report (BLDG-1157-2025), you noted that all fixtures— excluding restrooms—must be connected to the grease interceptor. We have applied this directive to the bakery side of the tenant improvement. However, we are hesitant to apply the same approach to the beer tasting area for the following reasons: Dilution of flow may reduce the grease interceptor ’s effectiveness in separating fats, oils, and grease. Connecting fixtures not intended for grease interceptor use may introduce solids that are outside the scope of its design, potentially impacting performance Expanded fixture count complicates sizing by increasing the total Drainage Fixture Units (DFUs), potentially leading to an oversized or inefficient system. Given the nature of the beer tasting operation and its minimal contribution to FOG discharge, we respectfully request leniency in applying this requirement to the tasting area. We believe this approach will support a more efficient and maintainable plumbing system without compromising code compliance or public health. Semper Fidelis, Eli Ferman, CPDT Design Engineer 3C Engineering an EMCOR Company 1500 Palm Street, San Luis Obispo, CA 93401 direct (805) 634-8818 office (805) 540-3363 email eferman@emcor.net This message is for the named person's use only. It may contain confidential, proprietary or legally privileged information. No confidentiality or privilege is waived or lost by any mistransmission. If you receive this message in error, please immediately delete it and all copies of it from your system, destroy any hard copies of it and notify the sender. You must not, directly or indirectly, use, disclose, distribute, print, or copy any part of this message if you are not the intended recipient. 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 20,2025-5:25pm 07.24.25REV-108.18.25REV-2GENERALP0.0PLUMBING GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS ANDAPPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES.3LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETSDESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCEEFFICIENCY STANDARDS.4COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURESAND DRAINS.5PROVIDE ALL TAILPIECES, TRAPS, STOPS, AND SUPPLY PIPES TO LAVATORIES DESIGNED ASACCESSIBLE, WITH PREFORMED INSULATION JACKET.6COORDINATE AND SCHEDULE TIMING FOR ALL UTILITY SERVICE CONNECTIONS.7ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS.8ALL VENTS THRU ROOF SHALL BE MINIMUM OF 36 INCHES ABOVE ANY MECHANICAL VENTILATION AIRINTAKE WITHIN 10 FEET. PROVIDE VANDAL PROOF HOODS ON ALL VENTS THROUGH ROOF.9CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS,FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL SAW CUTTING AND COREDRILLING WITH STRUCTURAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURALELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTSATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION ANDSIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERSAPPROVAL.10COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS WITHSTRUCTURAL DRAWING PRIOR TO WORK.11COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TOINSULATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FORMAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN,CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIORTO INSTALLATION.12ANY STRUCTURAL FIREPROOFING DAMAGED DURING INSTALLATION OF PLUMBING EQUIPMENT, PIPING,ETC. SHALL BE REPAIRED AT NO COST TO THE OWNER. REPAIRS SHALL BE AS DIRECTED BY THEARCHITECT.13ALL PIPING PASSING THROUGH CONCRETE/MASONRY WALLS AND FLOORS ARE TO BE SLEEVED.14NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE PER 2022 CPC609.10. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, INCASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING:A) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARSAT THE POINTS OF OUTLET.B) THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAININGNOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BEVALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OF PART THEREOF SHALL BEFILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION OFCHLORINE AND ALLOWED TO STAND FOR 3 HOURS.C) FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLEWATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEEDTHE CHLORINE RESIDUAL IN THE FLUSHING WATER.D) THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADEBY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM.PLUMBING TITLE 24 NOTES1PROVIDE WATER HEATERS CERTIFIED IN COMPLIANCE WITH CALIFORNIA ENERGY APPLIANCEEFFICIENCY STANDARDS.2PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGYEFFICIENCY STANDARDS.PLUMBING LEGENDSYMBOLABBREVIATIONDESCRIPTIONBACK FLOW PREVENTORBALL VALVEBFVBUTTERFLY VALVECAPCHECKVALVECP CIRCULATION PUMPCOTG CLEAN OUT TO GRADEØDIA DIAMETERɸELECTRICAL PHASEFCO FLOOR CLEAN OUTGM GAS METERHB HOSE BIBBPIPE REDUCERRECESSED HOSE BIBBSHUT OFF VALVE IN PIPE DROP OR PIPE RISERT&P TEMPERATURE AND PRESSURE RELIEF VALVETPV TRAP PRIMER VALVEUNIONPIPE DOWNPIPE UPPIPE TEE DOWNPIPE INTERSECTIONPLUG VALVE ELEVATION VIEWPV PLUG VALVE PLAN VIEWPOC OR POD POINT OF CONNECTION OR POINT OF DISCONNECTPRV PRESSURE REDUCING OR REGULATOR VALVEREDUCED PRESSURE BACK FLOW PREVENTORSV SOLENOID VALVEWM WATER METERWCO WALL CLEANOUTCO CLEANOUTWHA WATER HAMMER ARRESTORCW COLD WATERCD CONDENSATE DRAINGGAS (NATURAL)GW GREASE WASTEHW HOT WATERHWR HOT WATER RETURNV SANITARY VENTTP TRAP PRIMER WATER SUPPLYS/WWASTE (ABOVE GRADE)S/WWASTE (BELOW GRADE)S/W EXISTING WASTEAPACCESS PANEL. SIZE GIVEN INDICATES MINIMUM SIZEREQUIREDGMWMWCOCDGGWTPTP22x30 MIN APPLUMBING ABBREVIATIONSABV ABOVEGPM GALLONS PER MINUTEADA AMERICANS WITH DISABILITIES ACT GW GREASE WASTEAFF ABOVE FINISHED FLOORHP HORSE POWERAG ABOVE GRADEHW HOT WATERAHJAUTHORITY HAVING JURISDICTIONI.E. INVERT ELEVATIONALUM ALUMINUMIN/H INCHES PER HOURAMP AMPERAGEIWC INCHES OF WATER COLUMNAP ACCESS PANELKW KILOWATTSARCHARCHITECT, ARCHITECTURALLAV LAVATORYBEL BELOWLBS POUNDSBF BELOW FLOORMAXMAXIMUMBG BELOW GRADEMBH 1000 BRITISH THERMAL UNITS PER HOURBFP BACKFLOW PREVENTORMCA MINIMUM CIRCUIT AMPSBLDG BUILDINGMECH MECHANICALBOD BASIS OF DESIGNMFGR MANUFACTURE OR MANUFACTURERBTUHBRITISH THERMAL UNIT PER HOURMINMINIMUMCA COMBUSTION AIR(N)NEWCD CONDENSATE DRAINNPS NOMINAL PIPE SIZECFH CUBIC FEET PER HOURNTS NOT TO SCALECI CAST IRONPH PHASECONN CONNECTIONPSIPOUNDS PER SQUARE INCHCONT CONTINUATIONPW PROCESS WASTECP CHROME PLATEDRM ROOMCPC CALIFORNIA PLUMBING CODERPM REVOLUTIONS PER MINUTECOTG CLEAN OUT THROUGH GRADESDL STORM DRAIN LEADERCW COLD WATERSDO STORM DRAIN OVERFLOWDFUDRAINAGE FIXTURE UNITSSOV SHUT OFF VALVEDN DOWNSS STAINLESS STEELDSA DIVISION OF THE STATE ARCHITECT TEMPTEMPORARY, TEMPERATURE(E)EXISTINGTYP TYPICALEC EVAPORATIVE COOLERUON UNLESS OTHERWISE NOTEDEFF EFFICIENCYUTRUP TO OR UP THROUGH ROOFELEC ELECTRICALV VENTEQPT EQUIPMENTVAC VACUUMFCO FLOOR CLEAN OUTVEX VEHICLE EXHAUST SYSTEMFFE FINISH FLOOR ELEVATIONVTR VENT THROUGH ROOFFLA FULL LOAD AMPSW WASTEFLR FLOORWC WATER CLOSETFPS FEET PER SECONDWCO WALL CLEAN OUTFR FROMWHA WATER HAMMER ARRESTORFT FLUSH TANKWSFU WATER SUPPLY FIXTURE UNITFV FLUSH VALVEWT WEIGHT EXPRESSED IN POUNDSGA GAGE OR GAUGEW/ WITHGPC GALLONS PER CYCLEW/O WITHOUTGPF GALLONS PER FLUSHPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMPLUMBING CAL GREEN NOTES1LAVATORY FAUCETS IN PUBLIC USE RESTROOMS (NOT INCLUDING SLEEPING ROOM UNITS) SHALL BETHE SELF CLOSING TYPE.2LAVATORY FAUCETS: 0.5 GPM MAX.3LAVATORY FAUCETS; METERED: 0.2 GPC MAX.4SINK FAUCETS: 1.5 GPM MAX.5COMMERCIAL FOOD SERVICE PRE-RINSE SPRAY VALVE: 1.28 GPM MAX.6TOILETS: ULTRA LOW FLUSH TYPE (1.28 GPF MAX).7URINALS; WALL MOUTNED: 0.125 GPF.8SHOWERHEADS (INCLUDING MULTIPLE SHOWERHEADS SERVING A SINGLE SHOWER AND HAND-HELDSHOWERS) SHALL NOT EXCEED 1.5 GPM.COMMERCIAL PLUMBING FIXTURE SCHEDULETAGFIXTUREBRANCH SIZEREMARKSW V CW HW ELECTRICALFD-1FLOOR DRAIN 2"1-1/2"NA NA NAJAY R. SMITH 2005Y OR APPROVED EQUAL. PROVIDE WITH HEEL PROOF STRAINER,VANDAL PROOF SCREWS AND ROUND TOP UNLESS SPECIFIED OTHERWISE.FS-1FLOOR SINK2"1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.FS-2FLOOR SINK3" 1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.GI-1GREASE INTERCEPTOR 4"3"NA NA NASCHIER GB-500, 95-1/4X46X49-1/2, 500 GALLON, HYDRO-MECHANICAL.HB-1HOSE BIBBNA NA3/4"NA NARECESSED IN BOX, PROVIDE WITH VACUUM BREAKER AND LOOSE TEE KEY.GENERAL NOTES APPLICABLE TO ALL FIXTURES:A. BRANCH PIPE SIZES TO INDIVIDUAL FIXTURES SHALL BE AS SCHEDULED UNLESS OTHERWISE SPECIFIED.B. FIXTURES SCHEDULED AS ACCESSIBLE SHALL BE INSTALLED PER ACCESSIBLE FACILITIES REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS.C. UNLESS OTHERWISE NOTED, COORDINATE SINK FAUCET MOUNTING HOLES WITH THE SPECIFIED FAUCET. FAUCETS SHALL BE CENTERED OVER THE BOWL. SINKSSHALL NOT BE PROVIDED WITH SPARE MOUNTING HOLES THAT ARE NOT COVERED BY THE FAUCET.D. MANUAL FLUSH VALVES SHALL BE INSTALLED WITH THE HANDLE ON THE WIDE SIDE OF THE WATER CLOSET.LOW PRESSURENATURAL GAS SIZINGSYSTEMQUANTITYCFH TOTAL CFHGRIDDLE12525HOT PLATE12525FRYER1120120WATERHEATER2199398TOTAL568FUEL TYPENATURAL GASDISTANCE FROM REGULATOR TOFURTHEST APPLIANCE (FT)130INLET PRESSURE (PSI)< 2PRESSURE DROP (IN. W.C.)0.5PIPE SIZE REQUIRED (INCHES)2(E)PIPE SIZE PROVIDED (INCHES)2SIZED IN ACCORDANCE WITH 2022 CPC TABLE 1215.2(1)NOTES:1. CONNECT TO INDIVIDUAL UNITS PER MANUFACTURER SIZING RECOMMENDATIONS.2. EACH CONNECTION TO EQUIPMENT SHALL BE PROVIDED WITH A MINIMUM 6" SEDIMENT TRAP LOCATED IMMEDIATELY AFTER THE SHUT OFF VALVE.FIRSTFLOORGG (E)2"(568)100'HOT PLATE(25 CFH)127' TDL3/4"(50)5'AGAS RISER DIAGRAMSCALE: NOT TO SCALEGGRIDDLE(25 CFH)130' TDL3/4"(25)2'(E)GAS METER568 CFH130' TDLMEZZANINEFRYER(120 CFH)126' TDL3/4"(120)1'3/4"(25)5'INSTANTANEOUS GAS WATER HEATER SCHEDULETAG MAKE MODELFUELEFFICIENCYSET TEMP°FINSTALLATIONLOCATIONELECTRICAL DATAACCESSORIESOPERATINGWEIGHT(LBS)NOTES(SEE BELOW)INSTALLATIONDETAILTYPE CFHPOWERV/ɸ/HZMOCPLOW PROFILESIDEWALLVENT KITOUTDOORVENT KITPLUMB EASYVALVE SETREMOTECONTROLLERINTEGRALCIRC PUMPNEUTRALIZERKITNAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NOTES:1. PROVIDE WITH DURAVENT POLYPRO VERTICAL TERMINATION KIT AND COMBUSTION AIR INTAKE AND FLUE DISCHARGE PIPING.WH1WH23/4"(170)20'GG1-1/4"(180)2'1-1/4"(180)2'WATERHEATER(199 CFH)117' TDL1-1/2"(398)15'WATERHEATER(199 CFH)117' TDLROOFSHEET INDEXSHEET NUMBERSHEET TITLEP0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLAN1-1/2" SOLENOIDSHUT OFF VALVE2"(568)1 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 20,2025-5:25pm 07.24.25REV-108.18.25REV-2DETAILSP0.1NTSCLEANOUT TO GRADE1FINISHED CONCRETE"C.O" CAST IN VANDALRESISTANT SECUREDCOVER. INSTALL FLUSHWITH CONCRETECLEANOUT HOUSING; J.R.SMITH #4262L-UEARTHBRONZE PLUG WITHGASKET SEAL20x5 CONC.RING"Y" BRANCH SIZE AS REQ'D.(AT END OF RUN USE LONGSWEEP 90° ELL)1/8 BENDFINISHED CONCRETE AREASBOLT DOWN CAST IRON LIDMARKED "SEWER" CHRISTY#G05CT. INSTALL FLUSHWITH ASPHALT/LANDSCAPEASPHALT OR EARTHCONCRETE RING AROUNDHOUSINGCLEANOUT HOUSINGTRAFFIC VALVE BOXCHRISTY #G05T BOX12" REINFORCEDCONCRETE EXTENSIONSAS REQ'D CHRISTY#G05X12SEAL AIR TIGHT WITHRUBBER CAP SECURED W/BAND CLAMP"Y" BRANCH, SIZE ASREQUIRED. (AT END OFRUN USE LONG SWEEP 90°ELL)1/8" BENDASPHALT & LANDSCAPED AREAS5"SOIL5"4" MINCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8FINISHED FLOORGASKETED OR NO-HUB JOINT1/8" BENDBRONZE PLUGNTSFLOOR CLEANOUT2WYE BRANCH, USE 1/4 BEND LONG SWEEPAT END OF RUN (SIZE AS REQUIRED)WHEN A BACKWATER VALVE IS INSTALLEDDOWNSTREAM OF CLEANOUT, ENGRAVE"BACKWATER VALVE DOWNSTREAM" ON PLUGSCORIATED SECURE NICKEL BRONZE TOPINSTALL FLUSH WITH FINISHED FLOORCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8ADJUSTABLE CLEANOUT WITH LEVELING ADJUSTMENT,CAST IRON BODY, JR SMITH #4112L OR APPROVED EQUALNTSTRAP PRIMER3FLOOR SINKP-TRAP WITHPRIMER TAPPRESSURE-DROP ACTIVATEDPRIMER VALVEWATTS #TP300S1/2" L SOFT COPPER(SLEEVED)FLOOR DRAINPROVIDE DISTRIBUTION UNITWHEN SERVING MULTIPLEFIXTURES WATTS #TP300-DU12"x12"ACCESSPANEL, FINISH PERSPECIFICATIONS1/2"TYPE 'L' COPPERTAILPIECEFINISHEDFLOORBALL VALVE ACCESSIBLETHROUGH PANELCOLD WATER HEADERMOUNTING HEIGHT 1'-0"PER 20 FT OF TP LENGTHCONNECT TO TOP OF HEADER6" SEDIMENT TRAPHOSE BIBB DRAINCD CD GCDGGWATTS #PLT-5 THERMALEXPANSION TANK SECUREDTO WALL WITH HOLDRITEQUICKSTRAP #QS-U3/4"1"TYPICAL CONNECTIONS:3/4"HW, CW, HWR & GAS1/2" CONDENSATECOMMUNICATIONCABLE (TYP)SECURE WATER HEATERTO WALL TOP & BOTTOMPER MANUFACTURERSINSTRUCTIONSPRESSURE RELIEF VALVE PIPEDINDEPENDENTLY TO FLOORSINK (TYP)TO FIXTURES(SEE PLANS)1"NTSWATER HEATER DETAIL5AIR INTAKE & VENTMANIFOLDS. SIZE PERMANUFACTURER'SINSTRUCTIONS1-1/2"DORMONT "SAFETY-QUICK" VALVEW/QUICK DISCONNECTDORMONT "SWIVEL MAX" SWIVELJOINTDORMONT "BLUE HOSE" CORRUGATEDSTAINLESS STEEL HOSEW/ANTIMICROBIAL PVC COATING-SIZEPER HOSE LENGTH CHARTHOSE LENGTH (MBTUH)SIZE 24"36" 48" 60"72"1/2" 150 120 106 93 873/4"291 256 225 198 1751"582 512 451 397 3501-1/4"1075 946 833 733 645PROVIDE DORMONT "COILRESTRAINING DEVISE" FOR CASTORMOUNTED EQUIPMENTFOR SURFACE MOUNTED PIPE,PROVIDE STAINLESS STEEL "FOODGRADE STRUT" WITH 1" WALLSPACERS & U-BOLTGAS FIREDCOOKINGEQUIPMENTPIPE REDUCER WHEN REQUIREDGAS SUPPLY, SEE PLANS FOR SIZENTSKITCHEN EQUIPMENT GAS CONNECTION6NTSFAN COIL CONDENSATE DRAIN DETAIL 8NOTES:1. CONDENSATE SHALL BE THE LARGER OF THESIZE LISTED IN TABLE FOR CORRESPONDINGTONNAGE OR CONNECTION SIZE LISTED BYMANUFACTURER.2. ALL CONDENSATE PIPING SHALL BE TYPE LCOPPER AND INSULATED WITH 1/2" INSULATIONCEILINGTYPE 'L' COPPER TUBING WITHWROUGHT COPPER FITTINGDIELECTRIC UNIONFANCOILDRAIN LINE SHALL BE MINIMUM SAMESIZE AS CONNECTION ON THE UNIT.VENT SAME SIZE AS DRAINSLOPE TO DRAIN LOCATION.SEE PLANS FOR CONT.TONNAGE DRAIN SIZE0-203/4"21-411"41-901-1/4"FROM TABLE 814.3 OF THE 2022 CPC6"2"4"3" MINWALLESCUTCHEON (TYP.)'P'- TRAPHOSE CLAMP (TYP.)WYE BRANCH TAILPIECESINK OR LAVATORYNTSCONDENSATE TO TAIL PIECE DETAIL 9ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNEOPRENE HOSE SAME SIZEAS CONDENSATE DRAINCONDENSATE DRAIN LINE IN WALLNTSCONCENTRIC TERMINATION10FLUE GAS DISCHARGECOMBUSTION AIR INTAKEROOFING(E) DECKDURA VENT POLYPROVERTICAL CONCENTRICTERMINATION KITDURA VENT POLYPROVENT PIPEFLASHING2X BLOCKING ALLAROUNDCD3/4"CD DRAIN. ROUTETO MOP SINKNTSGREASE INTERCEPTOR DETAIL 4VENTANCHOR KIT2-WAY CLEANOUTTEE TO GRADEFINISHED GRADERISER TO GRADENTSUNIT CONDENSATE DRAIN7AS RECOMMENDEDBY UNIT MFGR. MIN.OF 4"-MAX. OF 8"AS RECOMMENDED BYUNIT MFGR., MIN. OF 3"OPEN VENTROOFSURFACESTAINLESS STEELHOSE CLAMP (TYP)ROOF MOUNTEDCOOLING UNITNEOPRENEHOSE-SAME SIZEAS COND. DRAIN.(TYP OF 2)3/4" COND. LINERUN AS SHOWNON PLANPIPE SUPPORT PERDETAIL 11/P0.1ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNTS11DURA-BLOK #DBE SERIES. PIPESUPPORT FOR SINGLE PIPE.PIPE, SEE PLANS FOR SIZEROOF STRUCTUREPIPE CLAMPSINGLE PIPE SUPPORT - ROOF11 GWSEE SHEET P1.1 FOR WASTE & VENTSEE P1.2 FOR HOT & COLD WATERSEE SHEET P1.3 FOR WASTE & VENTSEE P1.4 FOR HOT & COLD WATER3"GI-14"4"WIE: -04.62GGG(E)4"W(E)3"G(E)1"CWSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) BATH(N) OFFICE(E) TASTING ROOM(E) HALL(N) KITCHEN(N) KITCHEN(N) CLOSET1P0.1COTG(TYP)13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Plan.dwg EFerman778E Aug 20,2025-5:25pm 07.24.25REV-108.18.25REV-2OVERALL FLOORPLANP1.0OVERALL FLOOR PLANSCALE: 1/8" = 1'-0"PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.2SLOPE VENT PIPING UP TOWARDS VTR MIN 1%. (E)WC(E)LAVFS-210202211(E)4"W1GW GW GW GW2 GWGWGWGWGWGWFFE0.00'GWGWGWFD-1GWGW13"V UP51-1/2"1-1/2"1-1/2"VTR3"4"3(E) BATH(N) OFFICE(N) KITCHEN(N) KITCHEN(N) CLOSET4WCO2"VTR4"4"1-1/2"V UP14"22"2"2"2"3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Plan.dwg EFerman778E Aug 20,2025-5:25pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.1PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.0 FOR CONTINUATION.SEE P1.3 FOR CONTINUATION.3/4" CONDENSATE FROM ABOVE DOWN IN WALL. TERMINATE TOCOMPARTMENT SINK. SEE DETAIL 9/P0.1 FOR MORE INFORMATION.3/4" CONDENSATE & T&P DOWN FROM MEZZANINE TO MOP SINK. SEE P1.5FOR CONTINUATION.GREASE INTERCEPTOR VENT. PIPE INDEPENDENTLY FROM ALL OTHERVENT PIPING.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12345KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.2" WASTE & 1-1/2" VENT TO HAND SINK.2" WASTE & 1-1/2" VENT TO ONE COMPARTMENT SINK.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THEFLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.2" WASTE & 1-1/2 VENT TO MOP SINK.10112022 (E)MSK(E)LAV(E)WC(E)LAV(E)WC(E)FS(E)FS1FFE0.00'2"VTR(E)1-1/2"V(E)1-1/2"VFS-1POCPOC91043.113.2(E)4"WSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) TASTING ROOM(E) HALL23GWGWG W G W G WGW1-1/2" V BGPOCPOC4"1GW1-1/2" V BG4"2"2"3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Plan.dwg EFerman778E Aug 20,2025-5:25pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.3KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.1 FOR CONTINUATION.ROUTE 1-1/2" VENT TO EXISTING VENT LINES.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.INSTALL AN INDIRECT DRAIN FROM THE DISH MACHINE TO THE (E) MOPSINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.INSTALL AN INDIRECT DRAIN FROM THE HAND SINK TO THE (E) FLOOR SINK.ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBING GENERALNOTE #3.2" WASTE & 1-1/2" VENT TO HAND SINK.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THE(E)FLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED INPLUMBING GENERAL NOTE #3.INSTALL AN INDIRECT DRAIN FROM THE SODA MACHINE TO THE FLOORSINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.1-1/2" WASTE & 1-1/2" VENT TO BOTTLE FILLER.13.13.24910 433 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 27, 2025 9:52 AM To:McCaffrey, Seano Subject:Re: Approval Status, BLDG-1157-2025 Thanks for the quick reply, sorry for the fire drill! I think it's just a portal software thing, since it was both separately denied & approved on the same day. RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 27, 2025 at 9:47 AM McCaffrey, Seano <smccaffrey@slocity.org> wrote: Its shows on my end that I approved it and was the last one to remaining. Building counter, Can you check on this permit as I believe it’s ready to issue as it shows me as the last reviewers and shwos complete. From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 27, 2025 9:44 AM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com> Subject: Approval Status, BLDG-1157-2025 Hi Sean, Thanks for your previous help on BLDG-1157-2025 at 3427 Roberto Ct. Just checking the approval status, as per your previous email you approved on 8/25/25. But now the portal is showing it was denied, after being approved? 434 Showing comments relating to the grease trap & that HPC OA that you discussed with 3C Engineering on our video call, that was determined to be acceptable, and the comment removed. Can you please call me if there are any other issues? We're trying to pay the fees today, get the stamped digital plans to print & take to the Health Dept for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 435 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 27, 2025 9:47 AM To:Building Cc:Doobie Coates Subject:Checking on approval status, BLDG-1157-2025 at 3427 Roberto Ct Hi Building, Can you please check on the permit approval status for us at BLDG-1157-2025 at 3427 Roberto Ct. It was approved on 8/25/25, after it was denied earlier in the day. But the portal makes it look like it was denied after. We're waiting on the approval email to pay fees, and receive the digital stamped set to take to the Health Department for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 436 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 27, 2025 9:44 AM To:McCaffrey, Seano Cc:Doobie Coates Subject:Approval Status, BLDG-1157-2025 Hi Sean, Thanks for your previous help on BLDG-1157-2025 at 3427 Roberto Ct. Just checking the approval status, as per your previous email you approved on 8/25/25. But now the portal is showing it was denied, after being approved? Showing comments relating to the grease trap & that HPC OA that you discussed with 3C Engineering on our video call, that was determined to be acceptable, and the comment removed. Can you please call me if there are any other issues? We're trying to pay the fees today, get the stamped digital plans to print & take to the Health Dept for their physical stamp. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 437 From:noreplye@slocity.org Sent:Monday, August 25, 2025 4:16 PM To:ryan@brockitecture.com Subject:Review Completed Attachments:Permit Corrections Report_25-08-2025_16-15-32.pdf Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and a permit is ready for issuance once all fees have been paid. An invoice has been generated and attached to your account. Please log on to the Citizen Access portal at infoslo.slocity.org to pay the balance. Once payment is received, your permit can be picked up at the address listed below during Open Office Hours or by appointment. City of SLO Community Development Department 919 Palm Street San Luis Obispo, CA 93401 Please note: This permit application will expire 180 days from the date of this email. Once issued, this permit will expire if an inspection is not scheduled within 1 year from the permit issuance date. If this application or permit expires, a request for a permit extension will need to be applied for by clicking the following link. New Submission (slocity.org) Sincerely, SLO City Building and Safety Staff PERMIT CORRECTIONS REPORT (BLDG-1157-2025) FOR CITY OF SAN LUIS OBISPO PARCEL:053-063-019PERMIT ADDRESS:3427 Roberto Ct San Luis Obispo, CA 93401 APPLICATION DATE:05/16/2025 EXPIRATION DATE: SQUARE FEET: 4,705.00 VALUATION:$700,000.00 DESCRIPTION:Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas CONTACTS NAME COMPANY ADDRESS Applicant Ryan Brockett Ryan Brockett Architect Inc.104 S Main St, B Templeton, CA 93465 Owner Randy Coates High St. Market and Deli 368 High St San Luis Obispo, CA 93401 Randy Coates High St. Market and Deli 189 Countryside lane San Luis Obispo, CA 93401 Bldg (C) - Add/Alt REVIEW ITEM STATUS REVIEWER Building v.1 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Needs Resubmit Building Dept. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Page 1 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Building v.2 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Needs Resubmit Building Dept. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map Page 2 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. This code requirement came in 2019 mid cylcle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Page 3 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Muncipal Code. If you would like to get fixtures excempted then you shall provided documentation back from the utilitys department they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your greese interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhuast are to close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Building v.3 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Needs Resubmit Building Dept. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Page 4 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Page 5 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. This code requirement came in 2019 mid cylcle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. 3rd review: Comment is addressed as previous permit was approved with not less than 20% plumbing fixtures for the same occupancy as it was completed via all standing space. Could not require the plumbing to be updated from a code standpoint. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Not Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Muncipal Code. If you would like to get fixtures excempted then you shall provided documentation back from the utilitys department they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your greese interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 3rd review: Missing front of house mop sink & new city of San Luis Obispo sizing calculation as we added more fixtures to the grease interceptor or manufacture sizing calculation that follows the same equation listed within the municipal code. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Not Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhuast are to close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Building v.4 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Ready for Action Page 6 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Building Dept. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Page 7 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. This code requirement came in 2019 mid cylcle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Correction: Building Code Compliance - Sean McCaffrey (8/21/25) - Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. 3rd review: Comment is addressed as previous permit was approved with not less than 20% plumbing fixtures for the same occupancy as it was completed via all standing space. Could not require the plumbing to be updated from a code standpoint. Correction: Building Code Compliance - Sean McCaffrey (8/25/25) - Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Muncipal Code. If you would like to get fixtures excempted then you shall provided documentation back from the utilitys department they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your greese interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 3rd review: Missing front of house mop sink & new city of San Luis Obispo sizing calculation as we added more fixtures to the grease interceptor or manufacture sizing calculation that follows the same equation listed within the municipal code. Correction: Building Code Compliance - Sean McCaffrey (8/25/25) - Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC Page 8 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhuast are to close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Fees v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit General - Fees Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #1 Separate permits will be issued for each tenant space. No action required. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #2 Please note the suite numbers on Sheets A2.1, A2.2, A2.3 & A2.4. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #3 Health Department approval will be required prior to building permit issuance. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #4 Final fees pending other department reviews. No action required. Fees v.2 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Ready for Action General - Fees Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #1 Separate permits will be issued for each tenant space. No action required. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #2 Please note the suite numbers on Sheets A2.1, A2.2, A2.3 & A2.4. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #3 Health Department approval will be required prior to building permit issuance. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #4 Final fees pending other department reviews. No action required. Fire (True North) v.1 Jesica Miner email: jesicam@slocity.org Ready for Action Fire Consultant Planning v.1 Eva Wynn email: ewynn@slocity.org Needs Resubmit General - Planning Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 1.Contact: Eva Wynn, ewynn@slocity.org 805-781-7172 Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 2.The tenant intends to operate a Type 23 license – Small Beer Manufacturer. To remain consistent with the Use Permit (USE-3598- 2016), please indicate which areas will be used for beer manufacturing and remove “(no beer production)” from the project description. Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 3.Parking: Clarify the parking requirements for the tenant spaces outside the scope of this project. Include areas designated for beer production in parking calculations. Planning v.2 Eva Wynn email: ewynn@slocity.org Ready for Action General - Planning Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 1.Contact: Eva Wynn, ewynn@slocity.org 805-781-7172 Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 2.The tenant intends to operate a Type 23 license – Small Beer Manufacturer. To remain consistent with the Use Permit (USE-3598- 2016), please indicate which areas will be used for beer manufacturing and remove “(no beer production)” from the project description. Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 3.Parking: Clarify the parking requirements for the tenant spaces outside the scope of this project. Include areas designated for beer production in parking calculations. Private Sewer Lateral v.1 Needs Resubmit Private Sewer Lateral Inspection requirements (per Muni Code section 13.08.395) Private Sewer Lateral v.2 Ready for Action Private Sewer Lateral Inspection requirements (per Muni Code section 13.08.395) Public Works Permit Review v.1 Matt LaFreniere email: mlafreni@slocity.org Not Required General - Public Works Recycling v.1 Rachelle Paris email: rparis@slocity.org Needs Resubmit General - Recycling Page 9 of 10City of San Luis ObispoAugust 25, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Recycling - Rachelle Paris (5/20/25) - Not Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org Recycling v.2 Rachelle Paris email: rparis@slocity.org Ready for Action General - Recycling Correction: Recycling - Rachelle Paris (7/28/25) - Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org eReview Session for Bldg (C) - Add/Alt v.1 FILES:Building Permit Application- 3427 Roberto Ct Signed.pdf Plans.pdf Structural Calcs.pdf T24 Energy Report.pdf REVIEWER MARKUP DATE/TIME FILE NAME PG # Seano 19'-1 3/4"06/11/2025 10:39 pm Plans.pdf 6 Seano 26'-4"06/11/2025 10:39 pm Plans.pdf 6 Seano 78'-9"06/11/2025 10:40 pm Plans.pdf 6 Seano 78'-5 1/2"06/11/2025 10:41 pm Plans.pdf 6 eReview Session for Bldg (C) - Add/Alt v.2 FILES:BLDG-1157-2025 Plan Check Responses Responses.pdf Construction and Demolition Recycling and Waste Pl.pdf Health Department Conditional Approval 250714.pdf Plans v2.pdf Structural Calcs v2.pdf T24 Energy Report v2.pdf Walk-in Cooler Specs.pdf REVIEWER MARKUP DATE/TIME FILE NAME PG # Seano 15'-1/2"08/12/2025 6:57 pm Plans v2.pdf 15 eReview Session for Bldg (C) - Add/Alt v.3 FILES:BLDG-1157-2025 Plan Check Responses Responses Rev2.pdf Plans v2.pdf REVIEWER MARKUP DATE/TIME FILE NAME PG # Seano Grease lines to required fixtures / Grease interceptor size 08/25/2025 4:14 pm Plans v2.pdf 1 Page 10 of 10City of San Luis ObispoAugust 25, 2025 438 From:Ryan Brockett <ryan@brockitecture.com> Sent:Monday, August 25, 2025 10:19 AM To:McCaffrey, Seano Subject:BLDG-1157-2025/ Plans & Responses Resubmitted Follow Up Flag:Follow up Flag Status:Completed Hi Sean, Thanks for your time & help this morning. I just uploaded the revised plans & plan check response document to the portal for BLDG-1157-2025, at 3427 Roberto Ct\, showing the deferred submittal for grease trap listed on the Title Sheet. I've discussed with the Owner, and will be working with 3C and Utilities to develop & revise a plan that works, either further updating this one or applying for an exception. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 439 From:Taffe, McKenzie Sent:Thursday, August 21, 2025 4:34 PM To:highstdeli@gmail.com Subject:3427 Roberto Ct Location- High St Deli Hi there, I’m reaching out as I found out High St Deli is expanding from the SLO reddit of all places. I’m so excited to see your business expanding in town! I understand you already pulled your building permit earlier this year and are already on your way to opening. I’m reaching out to offer myself as a resource as the City of San Luis Obispo’s Business Navigator- I can connect you with city services, no-cost business permitting & licensing assistance, and can answer any questions you may have along the way. Additionally, our office runs Visit SLO, the visitor-facing destination marketing organization, and we can add your new location to the site and socials once you’re ready to start promoting. Please let me know how I may be of service, McKenzie Taffe Business Navigator City Administration Economic Development & Tourism 990 Palm Street, San Luis Obispo, CA 93401-3249 E mctaffe@slocity.org T 805.781.7155 C 805.748.9882 440 From:Ryan Brockett <ryan@brockitecture.com> Sent:Thursday, August 21, 2025 6:49 AM To:McCaffrey, Seano Cc:Olivia Nagel Subject:Re: 3427 Roberto Ct, BLDG-1157-2025 / Revised Drawings & Responses Attachments:BLDG-1157-2025 Plan Check Responses Responses Rev2.pdf; 3427 ROBERTO CT TI Permit Resubmit 2 Set 250818r.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Sean, See the attached updated plan set & plan check responses, including the revised plumbing plans to meet the City requirements for grease trap. We'll go ahead and upload now to the City portal, just so its also there for your review & approval. Let me know if you catch anything in the attachments needing revision before another round of formal comments. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Aug 19, 2025 at 8:42 AM McCaffrey, Seano <smccaffrey@slocity.org> wrote: Ryan, I have not reviewed these responses and will complete sometime tomorrow. One thing though I spoke to utilities and they want you to get all the front of house fixtures to the grease interceptor also. I tried to explain the best of my ability’s that all kitchen fixtures are completed but had not success. You have two options to complete these comments. 1. Re-do the plumbing lines and grease interceptor calculation 2. Get up with utilities and re-explain better then I could and get them to give you a email back stating these fixtures are not required. You got my cell number if you need to get ahold of me 441 From: Ryan Brockett <ryan@brockitecture.com> Sent: Monday, August 18, 2025 3:58 PM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Drew Schmidt <dschmidt@3ceng.com>; Eli Ferman <eferman@3ceng.com>; Olivia Nagel <olivia@brockitecture.com> Subject: 3427 Roberto Ct, BLDG-1157-2025 / Revised Drawings & Responses Hi Sean, See the attached revised drawing set & plan check responses, as a follow-up from our review call last week. I've added screenshots below of the specific sheets and reference clouds to make things easier to find. Please let us know if this "pre-review" meets your standards, and then we can either revise further or submit directly to the Building Department for your formal approval. Thanks, Ryan 442 443 444 445 446 447 Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET RESUBMITTAL 08/18/25CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0 TITLE SHEETT2.1 GENERAL NOTEST3.1 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1 CODE COMPLIANCE PLANT5.1 HEALTH DEPARTMENT REQUIREMENTST5.2 HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1 SITE PLANA2.1 EXISTING FLOOR PLANA2.2 OVERALL PROPOSED FLOOR PLANA2.3 PROPOSED FLOOR PLAN WESTA2.4 PROPOSED FLOOR PLAN EASTA2.5 REFLECTED CEILING PLANA2.6 ROOF PLANA3.1 EXTERIOR ELEVATIONSA4.1 BUILDING SECTIONSA7.1 DETAILSA7.2 DETAILSSTRUCTURAL:S1.1 GENERAL NOTESS1.2 TYPICAL DETAILSS2.1 FOUNDATION PLANS2.2 CEILING FRAMING PLANS2.3 ROOF FRAMING PLANS3.1 DETAILSS4.1 ROOF EQUIPMENT DETAILSMECHANICAL:M0.0 GENERALM0.1 SCHEDULESM0.2 DETAILSM0.3 DETAILSM0.4 KITCHEN HOOD DETAILSM0.5 KITCHEN HOOD DETAILSM0.6 KITCHEN HOOD DETAILSM1.0 ZONING PLANM1.1 OVERALL FLOOR PLANM1.2 ROOF PLANT24.0 ENERGY COMPLIANCE DOCUMENTATIONT24.1 ENERGY COMPLIANCE DOCUMENTATIONT24.2 ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0 GENERALP0.1 DETAILSP1.0 OVERALL FLOOR PLANP1.1 FLOOR PLAN - WASTE & VENTP1.2 FLOOR PLAN - WATER & GASP1.3 FLOOR PLAN - WASTE & VENTP1.4 FLOOR PLAN - WATER & GASP1.5 MEZZANINE PLANP1.6 ROOF PLANELECTRICAL:E1.0 ELECTRICAL AND LIGHTING PLANE2.0 ELECTRICAL DETAILSE-T24 LIGHTING ENERGY FORMSSHEET INDEXAC AIR CONDITIONERADJ ADJACENTAFF ABOVE FINISH FLOORALGN ALIGNALUM ALUMINUMARCH ARCHITECT/ARCHITECTURALAVG AVERAGEBD BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBTWN BETWEENCJ CONTROL JOINTCL CENTERLINECLKG CAULKINGCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCT CERAMIC TILECTR CENTERCW COLD WATERCY CUBIC YARDDBL DOUBLEDEG DEGREEDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTDW DISHWASHER(E) / EXST EXISTINGEA EACHELEC ELECTRICALELEV ELEVATION / ELEVATOREQ EQUALEQUIP EQUIPMENTEXT EXTERIORFAU FORCED AIR UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFF FINISH FLOORFIN FINISHFG FINISH GRADEF.O. FACE OFFP FIREPLACEFTG FOOTINGGGASGA GAUGEGALV GALVANIZEDGYP BD GYPSUM BOARDHB HOSE BIBHT HEIGHTHW HOT WATERINCL INCLUDEINSUL INSULATIONINT INTERIORJAN JANITORKIT KITCHENLAV LAVATORYMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMICRO MICROWAVEMIN MINIMUMMTD MOUNTEDMTL METAL(N) NEWNG NATURAL GRADENTS NOT TO SCALEO/ OVEROC ON CENTEROH OVERHEAD / OVERHANGOPNG OPENINGOS OCCUPANCY SENSORPL PROPERTY LINE / PLATEPLYWD PLYWOODPT PRESSURE TREATEDPTD PAINTEDPR PAIRRRISERRCP REFLECTED CEILING PLANREF REFRIGERATORREQ REQUIREDREV REVISED / REVISIONRM ROOMRO ROUGH OPENINGSF SQUARE FOOTSHTG SHEATHINGSIM SIMILARSTD STANDARDSTL STEELSUSP SUSPENDEDTTREAD / TEMPEREDT&G TONGUE & GROOVET.P. TOP OFTYP TYPICALUC UNDER COUNTERUON UNLESS OTHERWISE NOTEDVIF VERIFY IN FIELDVS VACANCY SENSORW/ WITHWC WATER CLOSETWD WOODWH WATER HEATERWIC WALK IN CLOSETW/O WITHOUTWT WEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2. ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3. ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5. ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.NO CHANGES TO PREVIOUS USE PERMIT FOR ALCOHOL PRODUCTION, ALCOHOL TASTINGAREA, ALCOHOLIC BEVERAGE SERVICE AND PRE-PACKAGED FOOD.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL BEER PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL BEER MANUFACTURER "TYPE 23 DUPLICATE LICENSE" FOR SATELLITE USE·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER: 053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING: A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED: A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:BEER PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110 MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110 FOOD PREP & STORAGE 1,678 SF(R) SUITE 130BEER PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1): 87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1): 116 OCCUPANTS OVERALL1. PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42. CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003. REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5. ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS AND CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTER2111111112 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384GENERALNOTEST2.1OVERALL GENERAL NOTES1. THE GENERAL CONTRACTOR SHALL MAINTAIN AND LEAVE THE PROJECT AREA IN A CLEAN, SAFE AND ORDERLY CONDITION.2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SAFELY CAP, SEAL OR TERMINATE ALL PLUMBING,MECHANICAL OR ELECTRICAL COMPONENTS AS NECESSARY AT AREAS OF DEMOLITION.3. ALL ITEMS TO BE REUSED OR RETURNED TO OWNER SHALL BE MAINTAINED IN GOOD CONDITION. ALL ITEMS TO BE REMOVEDSHALL EITHER BE (1) RETAINED BY THE OWNER AT HIS DISCRETION, (2) REMOVED AND RECYCLED OFF-SITE, OR (3) DELIVEREDTO AN APPROPRIATE DUMPSITE. ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AGENCYREQUIREMENTS.4. CALL FOR CITY INSPECTION TO VERIFY PLUMBING FIXTURE COUNT PRIOR TO COMMENCEMENT OF DEMOLITION.5. NO WORK SHALL BE PERFORMED UNTIL ALL UTILITIES ARE SHUT OFF, REMOVED, DISCONNECTED, OR CAPPED TO INSUREWORKERS' SAFETY AND ABILITY TO PERFORM PROPOSED DEMOLITION.6. PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE INSTALLED AND SUFFICIENTLY VERIFIED BYTHE GENERAL CONTRACTOR, WHERE REQUIRED.7. HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH SATURDAY. VERIFY WITH OWNER.8. PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3303.9. DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OFAIRBORNE DEBRIS AND DUST. PROVIDE PROTECTION AROUND AREAS WHERE NEW WORK AND/OR DEMOLITION IS TO BEPERFORMED IN ORDER TO PREVENT DUST AND DIRT FROM ENTERING ACTIVE PORTIONS OF THE BUILDING.10. MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPED AS TO NOTALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY AND SHALL BE RECYCLED OR DISPOSEDOF IN MEANS APPROVED BY JURISDICTION.11. REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY.12. SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 33. COMBUSTIBLECONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY.13. VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER/TNEANT PRIOR TO COMMENCING DEMOLITION/REMOVAL. NOTIFYARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY.14. PRIOR TO CONSTRUCTION/DEMOLITION, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THEPLANS AND THE AS BUILT CONDITION.15. VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES.16. VERIFY ALL PLUMBING LOCATIONS WITH OWNER/TENANT PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECTOF ANY DISCREPANCIES.17. PATCH, REPAIR, OR REPLACE ALL WORK DAMAGED BY NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PATCHWALL AND FLOOR TO CONFORM TO MATERIAL, TEXTURE, AND SURFACE ALIGNMENT WITH THE ADJOINING SURFACE.18. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AS REQUIRED FOR COMPLETION OF THE PROJECT.REMOVE ALL DEMOLISHED MATERIAL NOT DESIGNATED FOR REUSE FROM THE PREMISES.19. REPLACE, OR RELOCATE ALL EXISTING PIPING, CONDUIT, WIRING, ETC. REQUIRED FOR THE COMPLETION OF NEW WORK.1. CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT LEAST 2 WORKING DAYS BEFOREEXCAVATING.2. UNLESS OTHERWISE NOTED ON THE PLANS, FINISHED GROUND SURFACES SHALL BE GRADED TO DRAIN THE FINISHED SITEPROPERLY WITHIN 10-FEET OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5% AWAY FROM ANY BUILDING OR STRUCTURE.ALL EXTERIOR HARDSCAPE WITHIN 10-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WITH A 2% MINIMUM SLOPEAWAY FROM ANY BUILDING OR STRUCTURE. DRAINAGE SWALES SHALL BE A 1.5% MINIMUM SLOPE. ALL GRADED SLOPESSHALL HAVE A MAXIMUM SLOPE OF 3H TO 1V (33%), UNLESS SHOWN OTHERWISE ON THE PLANS.3. LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT SLOPE TOWARD PROPERTY LINES IN A MANNERWHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY. HISTORIC DRAINAGE PATTERNS SHALL NOTBE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY.4. NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND DIRECT RUNOFF TO A LANDSCAPED AREA. DOWNSPOUTSMAY BE CONNECTED TO A POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO SPLASH BLOCKS ORCOBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING.5. CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE. IF THE EXISTING DRAINAGE SYSTEM IS DAMAGED DURING EXCAVATION,CONTRACTOR SHALL REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FACILITY ASNECESSARY.6. EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE PROJECT CONSTRUCTION SHALL BE REPAIRED OR REPLACED.EXISTING DAMAGED PUBLIC IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL BE REPAIRED OR REPLACED EVEN IF THEDAMAGE OCCURRED PRIOR TO THE START OF CONSTRUCTION.7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED DAILYUNTIL APRIL 30. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THESAFE DISCHARGE OF SILT-FREE STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. EROSION AND SEDIMENT CONTROLSUPPLIES MUST BE KEPT ON-SITE DURING THE DRY SEASON AND EMPLOYED, AS NECESSARY PRIOR TO AND DURING RAINEVENTS.8. SEASONALLY APPROPRIATE BEST MANAGEMENT PRACTICES FOR THE FOLLOWING SITE MANAGEMENT CATEGORIES MUST BEIMPLEMENTED YEAR-ROUND: 1) EROSION CONTROL; 2) RUN-ON AND RUN-OFF CONTROL; 3) SEDIMENT CONTROL; 4) GOOD SITEMANAGEMENT; AND 5) NON-STORMWATER MANAGEMENT.9. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITY WITHIN A PUBLIC STREET RIGHT OF WAYTHAT HAS BEEN ACCEPTED BY THE LOCAL JURISDICTION.1. THE ARCHITECT HAS NO CONTROL OR RESPONSIBILITY FOR THE MEANS, TECHNIQUES, SEQUENCE, OR PROCEDURES OFCONSTRUCTION OR SAFETY PROGRAMS FOR THIS PROJECT. SUCH PROGRAMS AND COMPLIANCE WITH ALL LAWS, RULES,REGULATIONS, CODES OR ORDINANCES SHALL BE THE RESPONSIBILITY OF OTHERS.2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TOPROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDEREQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH ANDCOMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR.3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT ANDTRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BYSUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALLEXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINEDIN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTINGCONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINORADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, ORRESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTORSHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECTFUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW ANDAPPROVAL.4. THE GENERAL CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE EXECUTION OF HIS WORK AND FOR ANYCHANGES AND/OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS MADE WITHOUT PRIOR WRITTEN APPROVALFROM THE OWNER. THE COST OF CORRECTIONS RESULTING FROM CHANGES AND/OR DEVIATIONS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.5. DESIGN ALTERATIONS MADE WITHOUT THE ARCHITECT'S KNOWLEDGE DURING THE COURSE OF CONSTRUCTION ARE DONEAT THE OWNER'S AND/OR CONTRACTOR'S RISK. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THECONSEQUENCES OF SUCH CHANGES.6. CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS, NOISY OR DISRUPTIVE WORK, TIMING OF WORK ANDINTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES.7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL PROTECTIVE MEASURES FOR THE SAFETY OF THE PUBLIC AND WORKERSDURING THE COURSE OF THE WORK.8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL ANDWITH SUCH STANDARDS AS ARE SPECIFIED.9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AS REQUIRED FOR COMPLETION OF THE PROJECT.REMOVE ALL DEMOLISHED MATERIAL NOT DESIGNATED FOR REUSE FROM THE PREMISES.10. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FORALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM.11. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISH MATERIALS OF SUCH SIZE AND NUMBER THAT THEY REPRESENT AREASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMSREQUIRING CUSTOM FABRICATION.12. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. ALLDIMENSIONS OF EXISTING CONDITIONS ON DRAWINGS ARE INTENDED AS GUIDELINES AND MUST BE FIELD VERIFIED. DONOT SCALE DRAWINGS FOR ANY REASON. REPORT ANY DIMENSIONAL DISCREPANCIES TO THE ARCHITECT BEFORECONTINUING WORK. COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF ALL CONDITIONS. CONTRACTOR SHALLALSO COORDINATE THE WORK WITH THE WORK OF ALL OTHER TRADES.13. PATCH, REPAIR, OR REPLACE ALL WORK DAMAGED BY NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PATCHWALL AND FLOOR TO CONFORM TO MATERIAL, TEXTURE, AND SURFACE ALIGNMENT WITH THE ADJOINING SURFACE.REPLACE OR RELOCATE ALL EXISTING PIPING, CONDUIT, WIRING, ETC. REQUIRED FOR THE COMPLETION OF NEW WORK.14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLEMANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCESPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCESTANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UPINFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTEWILL BE ACCEPTED.15. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FORLOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITINGCOORDINATION TO BE BY OTHERS.16. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. ALL GYPSUM BOARD PARTITIONS SHALLBE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE NEAT CUT WHERE UTILITIES PENETRATERATED WALL AND FLOOR ASSEMBLIES, SEAL WITH NON-COMBUSTIBLE MATERIAL PER CODE.17. THE ARCHITECT HAS NO KNOWLEDGE OF HAZARDOUS MATERIALS ON THIS PROJECT. THE ARCHITECT CANNOT BE HELDLIABLE FOR ANY SUCH MATERIAL ASBESTOS, LEAD, PAINT OR OTHER SIMILAR PRODUCT THAT MAY BE UNCOVERED ON THISPROJECT. IF SUCH MATERIAL IS ENCOUNTERED OR SUSPECTED THE OWNER SHALL BE RESPONSIBLE FOR MAKINGARRANGEMENTS FOR THE SAFE AND LEGAL REMOVAL OF SUCH MATERIAL AS REQUIRED.18. A COMPLETE SET OF CONTRACT DOCUMENTS MUST BE KEPT AT THE JOB SITE AT ALL TIMES AND ANY CHANGES MUST BENOTED THEREON AND INITIALED.19. DO NOT SCALE DRAWINGS FOR ANY REASON. REPORT ANY DIMENSIONAL DISCREPANCIES TO THE ARCHITECT BEFORECONTINUING WORK.20. OMISSIONS MADE IN THESE DRAWINGS AND SPECIFICATIONS WHICH IS NECESSARY TO CARRY OUT THE INTENT OF THEDRAWINGS OR SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROMPERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH ANDDESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS,PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ONARCHITECT'S DRAWINGS.2. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED.3. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILINGFINISH U.N.O.4. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUMBOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.5. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, ANDASSOCIATED ITEMS.6. LIGHTING FIXTURES ARE DIMENSIONED TO CENTER OF FIXTURE, UNLESS OTHERWISE NOTED.7. REFER TO MOUNTING DIAGRAMS AND ELEVATIONS FOR LOCATION OF SWITCHES, DIMMERS, THERMOSTATS AND OUTLETS.8. CENTER ALL CEILING MOUNTED LIGHT FIXTURES, LIFE SAFETY DEVICES, SPEAKERS, SPRINKLERS AND OTHER ELEMENTS INTHE CENTER OF THE ACOUSTIC TILE IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED.9. LAY DIRECTIONAL PATTERN CEILING PANEL OR TILE ONE WAY WITH PATTERN AS INDICATED BY ARCHITECT UNLESSOTHERWISE NOTED.10. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC,AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS.11. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIEDWITH THE ARCHITECT PRIOR TO FRAMING.ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OFMECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT.12. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURESOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECTCOMPLETION.13. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH SMC/SBC OR SUPERCEDING CODE. ALL FIRE DAMPERSSHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE.14. GANG SWITCHES UNDER A SINGLE COVERPLATE. SWITCHES THAT CANNOT BE GANGED TOGETHER SHALL BE LOCATED ASCLOSE TOGETHER AS POSSIBLE AND MOUNTED AT THE SAME HEIGHT.15. ALL POWER CORDS AND CABLE SUPPORTS FOR PENDANT HUNG LIGHT FIXTURES SHALL BE PLUMB AND TIGHT.SITE PLAN GENERAL NOTESDEMOLITION PLAN GENERAL NOTESREFLECTED CEILING PLAN GENERAL NOTES1. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH CEC SECTION 110.6.2. ALL WINDOWS SHALL BE CLEAR GLAZED, UNO, HAVE A LABEL LISTING THE CERTIFIED U-FACTOR, CERTIFIED SOLAR HEAT GAINCOEFFICIENT (SHGC), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF CEC SECTION 110.6. REFER TO TITLE 24 FORADDITIONAL GLAZING REQUIREMENTS.3. ALL EXTERIOR WINDOWS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL LIMIT AIR LEAKAGEAND ALL JOINTS AND PENETRATIONS CAULKED AND SEALED.4. EXTERIOR WINDOWS SHALL BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETINGTHE REQUIREMENTS OF 2022 CBC SECTION 2406, OR BE CONSTRUCTED OF GLASS BLOCK UNITS, OR HAVE A FIRE-RESISTANCERATING OF NOT LESS THAN 10 MINUTES WHEN TESTED IN ACCORDANCE WITH NFPA 257, OR BE TESTED TO MEET THEPERFORMANCE REQUIREMENTS OF SFM 12-7A-2.5. IF WINDOWS ARE THE ONLY MEANS OF PROVIDING NATURAL VENTILATION TO THE HABITABLE SPACE, THE MINIMUMOPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED UNLESS THE ROOMMEETS EXCEPTIONS NOTED IN CBC SECTION 1203.4.1 OR CRC SECTION R303.1.6. SITE BUILT WINDOWS SHALL COMPLY WITH CBC SECTION 2404.7. ALL GLAZING IN EXTERIOR DOORS SHALL BE DUAL GLAZED AND TEMPERED, UNO. ALL GLAZING IN INTERIOR DOORS SHALL BESINGLE GLAZED AND TEMPERED.8. PROVIDE A LEVEL LANDING ON EACH SIDE OF ALL DOORS COMPLIANT WITH CBC 1008.1.5 & 1008.1.6. THE FLOOR ORLANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY PER CBC SECTION1008.1.7.9. ALL DOORS SHALL HAVE KEYED ENTRY ACCESS. ALL EGRESS DOORS SHALL BE EQUIPPED WITH DEAD BOLT KEY OPERATEDFROM THE OUTSIDE AND MANUALLY OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGEOR EFFORT PER CBC SECTION 1008.1.9.10. ALL HAND-ACTIVATED DOOR OPENING HARDWARE MEETS THE FOLLOWING REQUIREMENTS PER CBC SECTION 1008.1.9.1:A. LATCHING , OR LOCKING, DOORS IN A PATH OF TRAVEL ARE OPERATED WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGEWITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.B. IS TO BE TO BE CENTERED BETWEEN 34" AND 48" ABOVE THE FLOOR PER CBC SECTION 1008.1.9.2.11. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIORDOORS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANEOF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BEINCREASED TO NOT EXCEED 15 POUNDS WHEN APPROVED BY THE FIRE MARSHALL PER CBC SECTION 1008.1.3.12. THE SIGNAGE REQUIREMENTS OF CBC SECTIONS 1007.9 & 1007.10 SHALL BE SATISFIED.13. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL ALSO BE PROVIDEDAND SHALL BE ACCOMPANIED BY BRAILLE PER CBC SECTION 11B-703.1.14. THE LOWER 10" OF ALL DOORS COMPLY WITH CBC SECTION 11B-404.2.10, AS FOLLOWS:A. TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUTCREATING A TRAP OR HAZARDOUS CONDITION.B. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR.15. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE REQUIREMENTS OF CBC SECTION 11B-309.16. THE HIGHEST AND LOWEST OPERABLE PARTS OF THE CONTROLS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALLBE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THEN 15". ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLESON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR PER CBC SECTION 11B-308.17. DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90DEGREES TO 12 DEGREES FROM THE LATCH PER CBC SECTION 11B-404.2.8.ROOF PLAN GENERAL NOTESDOOR & WINDOW GENERAL NOTES1. EXTERIOR FINISHES AND COLORS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO APPLICATION, WHETHER SPECIFIED ONTHE PLANS OR NOT.2. ALL FLASHING AND COUNTER FLASHING GALVANIZED METAL OR ALUMINUM, PAINTED TO MATCH ADJACENT MATERIAL3. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED ON ALL ROOF AREAS, UNO. ALL GUTTERS SHALL BE GALVANIZED METALOR ALUMINUM, PAINTED TO MATCH FASCIA. DOWNSPOUTS SHALL BE PAINTED TO MATCH ADJACENT WALL FINISH, UNO.EXTERIOR ELEVATION GENERAL NOTES1. ROOFING MATERIALS AND INSTALLATION SHALL BE PER CBC 1507. ROOFING MATERIAL FIRE CLASSIFICATION SHALL BE PERCBC 1505 AND TABLE 1505.1. ROOF SHALL HAVE A ROOFING ASSEMBLY IN ACCORDANCE WITH ITS LISTING AND THEMANUFACTURER'S INSTALLATION INSTRUCTIONS.2. FLASH CRICKETS AND VALLEYS PER CBC SECTION 1503 AND/OR THE MANUFACTURER'S PRINTED INSTRUCTIONS. THEFLASHING SHALL NOT BE LESS THAN 0.019" NO. 26 GAGE GALVANIZED SHEET CORROSION-RESISTANT METAL INSTALLED OVERNOT LESS THAN ONE LAYER OF MINIMUM 72 POUND MINERAL-SURFACED NON-PERFORATED CAP SHEET COMPLYING WITHASTM D3909. AT LEAST 36" WIDE RUNNING THE FULL LENGTH OF THE VALLEY. THE VALLEY FLASHING SHALL EXTEND ATLEAST 11" FROM THE CENTERLINE EACH WAY AND HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1" HIGH AT THE FLOWLINEFORMED AS PART OF THE FLASHING. SECTIONS OF FLASHINGS SHALL HAVE AN END LAP OF NOT LESS THAN 4."3. FLASHING AND COUNTER FLASHING SHALL BE PROVIDED AT ROOF JUNCTIONS AND INTERSECTIONS WITH VERTICALSURFACES, AT GUTTERS, WHERE THIS IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS PER CBCSECTION 1503. ALL METAL FLASHINGS SHALL BE CORROSION-RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019" (NO.26 GALVANIZED SHEET). FLASHING WITH EXPOSED EDGES SHALL BE HEMMED 1/2" MIN.4. ALL ROOF PENETRATIONS FOR PLUMBING, MECHANICAL, ELECTRICAL SHALL BE FLASHED WITH CORROSION-RESISTANT METALWITH A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET).5. GAS VENTS EXTENDING THROUGH THE ROOF SHALL PASS THROUGH THE ENTIRE ROOF FLASHING, ROOF JACK, OR ROOFTHIMBLE AND BE TERMINATED WITH A LISTED CAP. VENTS MUST BE COMPLIANT WITH CMC 802.6.1. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY ARCHITECT OFANY CONDITIONS THAT DO NOT MEET THIS STANDARD2. FURNISH AND INSTALL TRANSITION STRIPS WHERE CARPET ABUTS HARD SURFACE FLOORING, UNO. FINISH ON BOTH SIDESOF TRANSITION TO MEET ACCESSIBILITY REQUIREMENTS.3. RESILIENT WALL BASE AT ALL CARPETED AREAS SHALL BE STRAIGHT BASE, UNO. RESILIENT WALL BASE AT ALLHARDSURFACE FLOORS SHALL BE COVED BASE, UNO.4. RESILIENT BASE SHALL BE ROLLED TO MINIMIZE JOINTS. BASE CORNER SECTIONS SHALL NOT BE LESS THAN 6 INCHES INLENGTH AS MEASURED FROM THE CORNER PROPER.5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED.6. ALL EXPOSED GYP. BD. SURFACES ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINTFINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS7. PROVIDE A PRIME PAINT COAT IN UNEXPOSED AREAS COVERED BY MILLWORK,PANELING, AND OTHER FIXEDARCHITECTURAL ELEMENTS UNO.8. PROVIDE A FINISH AT ALL AREAS THAT ARE EXPOSED BEHIND MILLWORK, FILE CABINETS, PANELING, ETC. DUE TO REVEALS,JOINTS, END CONDITIONS,ETC.9. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THEDOOR IN THE CLOSED POSITION.10. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIALCLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES ANDTRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75,SMOKE DEVELOPED 450.11. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUXOF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS BINTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND0.44 WATTS PER SQUARE CENTIMETER.12. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE-CRI CARPET INSTALLATIONSTANDARD-CURRENT EDITION.13. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHEREMILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACESAND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT".14. PAINT EXPOSED ELECTRICAL RACEWAYS TO MATCH THE ADJACENT WALL SURFACE.15. EXTEND ALL SPECIFIED FLOORING FOR A PARTICULAR AREA UNDER MILLWORK IN THAT AREA.16. PAINT REVEALS AND FILER PANELS TO MATCH ADJACENT FINISHES, UNO.17. COORDINATE WITH SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHERDEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK.18. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS FOR CUSTOM GRADE FABRICATION.FINISH PLAN GENERAL NOTES1. ALL EXTERIOR WALL SHALL BE 2X6 FRAMING WITH MINIMUM INSULATION PER TITLE 24. ALL INTERIOR WALLS SHALL BE 2X4FRAMING, ALL PLUMBING WALLS SHALL BE 2X6 MINIMUM FRAMING. TYPICAL, UON.2. PROVIDE R-13 MINIMUM INSULATION AT PLUMBING WALLS AND WALLS OF LAUNDRY ROOM.3. TOILET ROOMS SHALL HAVE EXHAUST RATE OF 50 CFM MINIMUM.4. WATER HEATER (REFER TO BUILDING ENERGY ANALYSIS REPORT):A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. (2022 CPC 609.12.1)·PIPES UP TO 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN DIAMETER OF PIPE. (2022 CPC609.12.2)·PIPES GREATER THAN 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN 2 INCHES. (2022 CPC609.12.2)EXCEPTIONS:·PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THEDISTANCE OF THE FRAMING PENETRATION. (2022 CPC 609.12.2)·HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCESHALL NOT BE REQUIRED TO BE INSULATED. (2022 CPC 609.12.2)B. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL SIZE DRAIN OF GALVANIZED STEEL OR HARDDRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX.ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION - UNTHREADED.C. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.D. CLEARANCES PER MANUFACTURE REQUIREMENTS.5. INSULATION FOR PIPING AND TANKS (2022 CEC 105.0(j)):A. WATER PIPING, SOLAR WATER-HEATING SYSTEM PIPING, AND SPACE CONDITIONING SYSTEM LINE INSULATIONTHICKNESS AND CONDUCTIVITY. PIPING SHALL BE INSULATED AS FOLLOWS:a. DOMESTIC HOT WATER PIPING, SEE NOTES ABOVE.b. PIPING FOR SPACE-CONDITIONING SYSTEMS, SOLAR WATER HEATER SYSTEM COLLECTOR LOOP, SEE 2022 CECSECTION 120.3(c). EXCEPTION: PIPING SURROUNDED WITH A MINIMUM OF 1 INCH OF WALL INSULATION, 2 INCHESOF CRAWLSPACE INSULATION, OR 4 INCHES OF ATTIC INSULATION SHALL NOT BE REQUIRED TO HAVE PIPEINSULATION.B. INSULATION PROTECTION. PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE DUE TO SUNLIGHT, MOISTURE,EQUIPMENT MAINTENANCE AND WIND. PROTECTION SHALL, AT MINIMUM, INCLUDE THE FOLLOWING (2022 CECSECTION 120.3(B)):a. PIPE INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED BY A COVER SUITABLE FOR OUTDOOR SERVICE.THE COVER SHALL BE WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSEDEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE USED TO PROVIDE THIS PROTECTION.b. PIPE INSULATION COVERING CHILLED WATER PIPING AND REFRIGERANT SUCTION PIPING LOCATED OUTSIDE THECONDITIONED SPACE SHALL INCLUDE, OR BE PROTECTED BY, A CLASS I OR CLASS II VAPOR RETARDER. ALLPENETRATIONS AND JOINTS SHALL BE SEALED.c. PIPE INSULATION BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NONCRUSHABLE CASING ORSLEEVE.6. WEATHER BARRIERS.A. NOT FEWER THAN ONE-LAYER WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALLEXTERIOR WALLS CONTINUOUS FROM TOP OF WALS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGESWITH FLASHING. MINIMUM NO. 15 FELT COMPLYING WITH ASTM D226, TYPE 1.B. PROVIDE (2) LAYERS OF GRADE D PAPER OR EQUAL WHEN PLASTER IS INSTALLED OVER WOOD BASED SHEATHING. (2022CRC R703.7.3)7. ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONSVERIFIED WITH INSTALLATION REQUIREMENTS. ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS SHOULD BE ON SITEFOR INSPECTIONS.8. HEATING AND AIR-CONDITIONING SYSTEM DESIGN SHALL CONFORM TO CALGREEN SEC. 4.507, ENVIRONMENTAL COMFORT.FLOOR PLAN GENERAL NOTES1 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURESCALGREENMANDATORYMEASUREST3.1CHAPTER 5NONRESIDENTIAL MANDATORY MEASURESSECTION 5.101 GENERAL5.101.1 SCOPEThe provisions of this chapter outline planning, design and development methods that include environmentallyresponsible site selection, building design, building siting and development to protect, restore and enhance theenvironmental quality of the site and respect the integrity of adjacent properties.DIVISION 5.1 PLANNING AND DESIGNSECTION 5.102 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does notnumerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of80 degrees above nadir. This applies to all lateral angles around the luminaire.LOW-EMITTING AND FUEL EFFICIENT VEHICLES.Eligible vehicles are limited to the following:1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zeroemission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe10 as regulated under 40 CFR Section 600 Subpart D.NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified tozero-emission vehicle standards.TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanentoccupants, such as employees, as distinguished from customers and other transient visitors.VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and usedprimarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.Note: Source: Vehicle Code, Division 1, Section 668ZEV. Any vehicle certified to zero-emission standards.SECTION 5.106 SITE DEVELOPMENT5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACREOF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of alarger common plan of development or sale, shall prevent the pollution of storm water runoff from the constructionactivities through one or more of the following measures:5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion controlordinance.5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Scheduling construction activity during dry weather, when possible.b. Preservation of natural features, vegetation, soil, and buffers around surface waters.c. Drainage swales or lined ditches to control stormwater flow.d. Mulching or hydroseeding to stabilize disturbed soils.e. Erosion control to protect slopes.f. Protection of storm drain inlets (gravel bags or catch basin inserts).g. Perimeter sediment control (perimeter silt fence, fiber rolls).h. Sediment trap or sediment basin to retain sediment on site.i. Stabilized construction exits.j. Wind erosion control.k. Other soil loss BMPs acceptable to the enforcing agency.2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Dewatering activities.b. Material handling and waste management.c. Building materials stockpile management.d. Management of washout areas (concrete, paints, stucco, etc.).e. Control of vehicle/equipment fueling to contractor's staging area.f. Vehicle and equipment cleaning performed off site.g Spill prevention and control.h. Other housekeeping BMPs acceptable to the enforcing agency.DIVISION 5.2 ENERGY EFFICIENCYSECTION 5.201 GENERAL5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiencystandards in this code, the California Energy Commission will continue to adopt mandatory building standards.DIVISION 5.3 WATER EFFICIENCY AND CONSERVATIONSECTION 5.301 GENERAL5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoorsand in wastewater conveyance.SECTION 5.302 DEFINITIONS5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied toreference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences onthe amount of water that needs to be applied to the landscape.FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,not including exterior areas such as stairs, covered walkways, patios and decks.METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. Thevolume or cycle duration can be fixed or adjustable.GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater thathas not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthybodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, oroperating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroomwashbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks ordishwashers.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscapedesign, installation and maintenance practices that will ensure commercial, multifamily and other developer installedlandscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area andclimatological parameters.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation andmaintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at leastas effective as the MWELO.POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) DrinkingWater Standards. See definition in the California Plumbing Code, Part 5.POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets theU.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health AuthorityHaving Jurisdiction.RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or acontrolled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is watertreated to remove waste matter attaining a quality that is suitable to use the water again.SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rentalunit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section1954.202 (g) and Water code Section 517 for additional details.)WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum appliedwater allowance calculated in accordance with the Department of Water Resources Model Efficient LandscapeOrdinance (MWELO).5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitateelectric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance withregulations in the California Building Code and the California Electrical Code.Exceptions:1. On a case-by-case basis where the local enforcing agency has determined compliance withthis section is not feasible based upon one of the following conditions:a. Where there is no local utility power supplyb. Where the local utility is unable to supply adequate power.c. Where there is evidence suitable to the local enforcement agency substantiating thelocal utility infrastructure design requirements, directly related to the implementation ofSection 5.106.5.3, may adversely impact the construction cost of the project.2. Parking spaces accessible only by automated mechanical car parking systems are notrequired to comply with this code section5.106.5.3.1 EV capable spaces.[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the followingrequirements:1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)diameter shall be provided and shall originate at a service panel or a subpanel(s) servingthe area, and shall terminate in close proximity to the proposed location of the EV capableand into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may beused to serve multiple EV charging spaces.2. A service panel or subpanel (s) shall be provided with panel space and electrical loadcapacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EVcapable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.3. The electrical system and any on-site distribution transformers shall have sufficient capacityto supply full rated amperage at each EV capable space.4. The service panel or subpanel circuit directory shall identify the reserved overcurrentprotective devices space(s) as "EV CAPABLE". The raceway termination location shall bepermanently and visibly marked as "EV CAPABLE."Note: A parking space served by electric vehicle supply equipment or designed as a future EVcharging space shall count as at least one standard automobile parking space only for the purpose ofcomplying with any applicable minimum parking space requirements established by an enforcementagency. See vehicle Code Section 22511.2 for further details.ABBREVIATION DEFINITIONS:HCD Department of Housing and Community DevelopmentBSC California Building Standards CommissionDSA-SS Division of the State Architect, Structural SafetyOSHPD Office of Statewide Health Planning and DevelopmentLR Low RiseHR High RiseAA Additions and AlterationsNNew5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parkingspaces with a minimum of one bicycle parking facility.5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of theanticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shallbe convenient from the street and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.25.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilitiesshall be convenient from the street or staff parking area and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission asspecified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the StateArchitect pursuant to Section 105, comply with Section 5.106.4.25.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisionsof individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies withinthe authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)301.5 HEALTH FACILITIES. (see GBSC)SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.SECTION 303 PHASED PROJECTS303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.5.106.5.3.3 Use of automatic load management systems (ALMS).ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacityspecified in Section5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. EachEVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicleand shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.5.106.5.3.4 Accessible EVCS.When EVSE is installed, accessible EVSC shall be provided in accordance with the California BuildingCode, Chapter 11B, Section 11B-228.3.Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission VehicleSigns and Pavement Markings) or its successor(s).5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supplyequipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loadingspaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.Exceptions:1. On a case-by-case basis where the local enforcing agency has determined compliance with thissection is not feasible based upon one of the following conditions:a. Where there is no local utility power supply.b. Where the local utility is unable to supply adequate power.c. Where there is evidence suitable to the local enforcing agency substantiating thatadditional local utility infrastructure design requirements, directly related to the implementationof Section 5.106.5.3, may adversely impact the construction cost of the project.When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the CaliforniaElectrical Code and as follows:5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail storeswith planned off-street loading spaces.[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spareraceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall beinstalled at the time of construction in accordance with the California Electrical Code. Construction plans andspecifications shall include but are not limited to, the following:1. The transformer, main service equipment and subpanel shall meet the minimum powerrequirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the futureinstallation of EVSE.2. The construction documents shall indicate on or more location(s) convenient to the plannedoffstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets andcharging dispensers, and a pathway reserved for routing of conduit from the termination of theraceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table5.106.5.4.13. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the areawhere potential future medium-and heavy-duty EVSE will be located and shall terminate in closeproximity to the potential future location of the charging equipments for medium- and heavy-dutyvehicles.4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system loadto the future location of the charging for medium- and heavy-duty ZEVs as shown in Table5.106.5.4.1.TABLE 5.106.5.3.1TOTAL NUMBER OF ACTUALPARKING SPACESNUMBER OF REQUIRED EVCAPABLE SPACESNUMBER OF EVCS (EVCAPABLE SPACESPROVIDED WITH EVSE)^20-90010-252026-508251-7513376-100174101-150256151-200359201 AND OVER20% of total¹25% of EV capable spaces¹5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to complywith the following:1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,Section 10-114 of the California Administrative Code; and2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B inChapter 8) and4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinancelawfully enacted pursuant to Section 101.7, whichever is more stringent.Exceptions: [N]1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.2. Emergency lighting.3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.5. Luminaires with less than 6,200 initial luminaire lumens.TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATINGLIGHTINGZONELZ0LIGHTINGZONE LZ1LIGHTINGZONE LZ2LIGHTINGZONE LZ3LIGHTINGZONE LZ4MAXIMUM ALLOWABLEBACKLIGHT RATING 3Luminaire greater than 2mounting heights (MH) fromproperty lineN/ANo Limit No Limit No Limit No LimitLuminaire back hemisphere is1-2 MH from property lineN/AB2B3B4B4Luminaire back hemisphere is0.5-1 MH from property lineN/AB1B2B3B3Luminaire back hemisphere isless than 0.5 MH from propertylineN/AB0B0B1B2MAXIMUM ALLOWABLEUPLIGHT RATING (U)For area lighting 3N/AU0U0U0U0For all other outdoorlighting,including decorativeluminairesN/AU1U2U3UR5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OFLAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre ormore of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of thelarger common plan of development or sale must comply with the post-construction requirements detailed in theapplicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater DischargesAssociated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board orthe Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDESpermits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltrationthrough nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structuralpractices and be approved by the enforcing agency.Refer to the current applicable permits on the State Water Resources Control Board website at:www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measuresshould be given during the initial design process for appropriate integration into site development.1. Where there is insufficient electrical supply.2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towardsthe total number of required EV capable spaces shown in column 2.5.106.5.3.2 Electric vehicle charging stations (EVCS)EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination ofLevel 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall beprovided.One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall bepermitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space isaccumulatively supplied to the EV charger.The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EVcapable spaces without EVSE by five and reduce proportionally the required electrical load capacity to theservice panel or subpanel. 5.106.8.1 Facing- BacklightLuminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance tothe nearest point of that property line.Exception: Corners. If two property lines (or two segments of the same property line) have equidistant pointto the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the propertylines to determine the required backlight rating.5.106.8.2 Facing-Glare.For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the fronthemisphere.Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.3. Refer to the California Building Code for requirements for additions and alterations.5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system willmanage all surface water flows to keep water from entering buildings. Examples of methods to manage surfacewater include, but are not limited to, the following:1. Swales.2. Water collection and disposal systems.3. French drains.4. Water retention gardens.5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigationnecessary to establish and maintain tree health shall comply with Section 5.304.6.5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installedto provide shade over 50 percent of the parking area within 15 years.Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofingmaterials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part inlieu of shade tree planting.5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed toprovide shade of 20% of the landscape area within 15 years.Exceptions: Playfields for organized sport activity are not included in the total area calculation.5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed toprovide shade over 20 percent of the hardscape area within 15 years.Exceptions:1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofingmaterials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieuof shade tree planting.2. Designated and marked play areas of organized sport activity are not included in the total area calculation.TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWERREQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]BUILDING TYPEBUILDING SIZE (SQ. FT.)NUMBER OFOFF-STREETLOADING SPACESADDITIONALCAPACITYREQUIRED (KVA)FOR RACEWAY &BUSWAY ANDTRANSFORMER &PANELGrocery10,000 to 90,0001 or 22003 or Greater400Greater than 90,0001 or Greater400Retail10,000 to 135,0001 or 22003 or Greater400Greater than 135,0001 or Greater400Warehouse20,000 to 256,0001 or 22003 or Greater400Greater than 256,0001 or Greater400MAXIMUM ALLOWABLEGLARE RATING 5 (G)MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG1G2G3G4MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G1G1G2MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G0G1G1MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G0G0G11. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California EnergyCode and Chapter 10 of the Callifornia Administrative Code.2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may beconsidered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. Forproperty lines that abut public roadways and public transit corridors, the property line may be considered to be thecenterline of the public roadway or public transit corridor for the purpose of determining compliance with thissection.3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reducedratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES / CONTINUEDCALGREENMANDATORYMEASUREST3.25.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.5.303.3.2 Urinals.5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed0.125 gallons per flush.5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.5.303.3.3 Showerheads. [BSC-CG]5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPAWaterSense Specification for Showerheads.5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead.DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCEEFFICIENCYSECTION 5.401 GENERAL5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resourceefficiency through protection of buildings from exterior moisture, construction waste diversion, employment oftechniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of thenon-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; ormeet a local construction and demolition waste management ordinance, whichever is more stringent.5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction anddemolition waste management ordinance, submit a construction waste management plan that:1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).3. Identifies diversion facilities where construction and demolition waste material collected will be taken.4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.Note: The owner or contractor shall make the determination if the construction and demolition waste materialwill be diverted by a waste management company.Exceptions to Sections 5.408.1.1 and 5.408.1.2:1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that doesnot exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirementas approved by the enforcing agency.5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scopingprovisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Wasteitems such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibitedUniversal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Wastematerials shall be included in the construction documents.Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associatedvegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, suchmaterial may be stockpiled on site until the storage site is developed.Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)DIVISION 5.5 ENVIRONMENTAL QUALITYSECTION 5.501 GENERAL5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants thatare odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meterusing the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weightingadjustments have been made.1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one poundof water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pmto 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and mediumdensity fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels,structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists orfinger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).Note: See CCR, Title 17, Section 93120.1.DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,sound power, sound intensity) with respect to a reference quantity.ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motorthat draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline groundsupport equipment, tractors, boats, and the like, are not included.ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, andequipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiringand the electric vehicle.ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy asthe fluctuating noise level integrated over the time of period of interest.EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or maynot be divided or have grade separations at intersections.FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhousegas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the referencecompound with a GWP of one.GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by theIntergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); orits Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" ofTable 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, ahdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with aGWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code ofFederal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.5 times the pipe diameter.LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,sec.82.3 (as amended March 10, 2009).MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding acompound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed tohundreths of a gram (g O3/g ROC).PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to thisarticle. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram ofproduct (excluding container and packaging).PSIG. Pounds per square inch, guage.REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute toozone formation in the troposphere.SCHRADER ACCESS VALVES. Access fittings with a valve core installed.SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.0 times the pipe diameter.SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feetor more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connectedto remote compressor units or condensing units.VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings withvapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically containhydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definitionincluded in that specific regulation is the one that prevails for the specific measure in question.SECTION 5.503 FIREPLACES5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealedwoodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source PerformanceStandards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certifiedto meet the emission limits.SECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time ofrough installation and during storage on the construction site until final startup of the heating, cooling and ventilationequipment, all duct and other related air distribution component openings shall be covered with tape, plastic,sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris whichmay enter the system.5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:1. Environmental and sustainability goals.2. Building sustainable goals.3. Indoor environmental quality requirements.4. Project program, including facility functions and hours of operation, and need for after hours operation.5. Equipment and systems expectations.6. Building occupant and operation and maintenance (O&M) personnel expectations.5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meetsthe OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse system.5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:1. General project information.2. Commissioning goals.3. Systems to be commissioned. Plans to test systems and components shall include:a. An explanation of the original design intent.b. Equipment and systems to be tested, including the extent of tests.c. Functions to be tested.d. Conditions under which the test shall be performed.e. Measurable criteria for acceptable performance.4. Commissioning team information.5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressingeach of the building components tested, the testing methods utilized, and include any readings and adjustmentsmade.5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting ofsystems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition oralteration subject to Section 303.1.5.410.4.2 (Reserved)Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as wellas water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse systems.5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air BalanceCouncil National Standards or as approved by the enforcing agency.SECTION 5.303 INDOOR WATER USE5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections503.1.1 and 503.1.2.5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and areidentified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recyclingordinance, if more restrictive.Exception: Rural jurisdictions that meet and apply for the exemption in Public ResourcesCode 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:1. Site information, including facility description, history and current requirements.2. Site contact information.3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.4. Major systems.5. Site equipment inventory and maintenance notes.6. A copy of verifications required by the enforcing agency or this code.7. Other resources and documentation, if applicable.5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).2. Review and demonstration of servicing/preventive maintenance.3. Review of the information in the Systems Manual.4. Review of the record drawings on the system/equipment.2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.SECTION 5.304 OUTDOOR WATER USE5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall complywith a local water efficient landscape ordinance or the current California Department of Water Resources' Model WaterEfficient Landscape Ordinance (MWELO), whichever is more stringent.Notes:1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/.5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department ofWater Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.5.303.4 COMMERCIAL KITCHEN EQUIPMENT.5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after nomore than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the CaliforniaBuilding Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall applyto new fixtures in additions or areas of alteration to the building.5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installedin accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1of the California Plumbing Code and in Chapter 6 of this code.SECTION 5.402 DEFINITIONS5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjusta damper.BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,according to design quantities.BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and constructionprocess, including verifying and documenting that building systems and components are planned, designed, installed,tested, operated and maintained to meet the owner’s project requirements.ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and foodsoiled paper waste that is mixed in with food waste.TEST. A procedure to determine quantitative performance of a system or equipmentSECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required byCalifornia Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or localordinance, whichever is more stringent.5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-drivenrain to prevent water intrusion into buildings as follows:5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular tosuch openings plus at least one of the following:1. An installed awning at least 4 feet in depth.2. The door is protected by a roof overhang at least 4 feet in depth.3. The door is recessed at least 4 feet.4. Other methods which provide equivalent protection.5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feetand over, building commissioning shall be included in the design and construction processes of the building project toverify that the building systems and components meet the owner’s or owner representative’s project requirements.Commissioning shall be performed in accordance with this section by trained personnel with experience on projects ofcomparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies andL-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections5.410.2 through 5.410.2.6 shall apply.Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as waterheating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirementsCommissioning requirements shall include:1. Owner’s or Owner representative’s project requirements.2. Basis of design.3. Commissioning measures shown in the construction documents.4. Commissioning plan.5. Functional performance testing.6. Documentation and training.7. Commissioning report.Exceptions:1. Unconditioned warehouses of any size.2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.Informational Notes:1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports requiredby the enforcing agency.5.303.3.4 Faucets and fountains.5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallonsper minute at 60 psi.5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.5.303.3.4.6 Pre-rinse spray valueWhen installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.FOR REFERENCE ONLY:The following table and code section have been reprinted from the CaliforniaCode of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).TABLE H-2STANDARDS FOR COMMERCIAL PRE-RINSE SPRAYVALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019PRODUCT CLASS[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)Product Class 1 (≤1.00Product Class 2 (> 5.0 ozf and ≤1.20Product Class 3 (> 8.0 ozf)1.28 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES / CONTINUEDCALGREENMANDATORYMEASUREST3.35.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialtycoatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits forROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of productlimits of Regulation 8 Rule 49.TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2Less Water and Less Exempt Compounds in Grams per LiterARCHITECTURAL APPLICATIONSCURRENT VOC LIMITINDOOR CARPET ADHESIVES50CARPET PAD ADHESIVES50OUTDOOR CARPET ADHESIVES150WOOD FLOORING ADHESIVES100RUBBER FLOOR ADHESIVES60SUBFLOOR ADHESIVES50CERAMIC TILE ADHESIVES65VCT & ASPHALT TILE ADHESIVES50DRYWALL & PANEL ADHESIVES50COVE BASE ADHESIVES50MULTIPURPOSE CONSTRUCTION ADHESIVES70STRUCTURAL GLAZING ADHESIVES100SINGLE-PLY ROOF MEMBRANE ADHESIVES250OTHER ADHESIVES NOT SPECIFICALLY LISTED50SPECIALTY APPLICATIONSPVC WELDING510CPVC WELDING490ABS WELDING325PLASTIC CEMENT WELDING250ADHESIVE PRIMER FOR PLASTIC550CONTACT ADHESIVE80SPECIAL PURPOSE CONTACT ADHESIVE250STRUCTURAL WOOD MEMBER ADHESIVE140TOP & TRIM ADHESIVE250SUBSTRATE SPECIFIC APPLICATIONSMETAL TO METAL30PLASTIC FOAMS50POROUS MATERIAL (EXCEPT WOOD)50WOOD30FIBERGLASS801. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVEWITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOCCONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENTDISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDFTABLE 5.504.4.2 - SEALANT VOC LIMITLess Water and Less Exempt Compounds in Grams per LiterSEALANTSCURRENT VOC LIMITARCHITECTURAL250MARINE DECK760NONMEMBRANE ROOF300ROADWAY250SINGLE-PLY ROOF MEMBRANE450OTHER420SEALANT PRIMERSARCHITECTURAL NONPOROUS250 POROUS775MODIFIED BITUMINOUS500MARINE DECK760OTHER750NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOCCONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENTDISTRICT RULE 1168.5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with theprovisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and thatutilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units orcondensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and thereplacement of existing refrigeration systems in existing facilities.Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base tokeep vibration levels below 8 mils.5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer'srecommendations.5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve capsshall be brass or steel and not plastic.5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.Exception: Valves with seal caps that are not removed from the valve during stem operation.5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar andsalt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to preventcorrosion from these substances.5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fittedwith a device tha indicates the level of refrigerant in the receiver.5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the samegauge.5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no morethan a +/- one pound pressure change from 300 psig, measured with the same gauge.5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30minutes.5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hourswith a maximum drift of 100 microns over a 24-hour period.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agentshall employ one or more special inspectors to provide inspection or other duties necessary to substantiatecompliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcingagency for the particular type of inspection or task to be performed. In addition, the special inspector shall have acertification from a recognized state, national or international association, as determined by the local agency. Thearea of certification shall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,construction documents, plans, specifications, builder or installer certification, inspection reports, or other methodsacceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation orspecial inspection is necessary to verify compliance, that method of compliance will be specified in the appropriatesection or identified applicable checklist.SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, seeSection 5.407.2 of this code.SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimumrequirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable localcode, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand controlventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirementsof the California Energy Code, Section 120(c)(4).5.506.3 Carbon dioxide (CO2) monitoring in classrooms.(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall beequipped with a carbon dioxide monitor or sensor that meets the following requirements:1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operablewindows.2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor orsensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, thecarbon dioxide readings shall be available to and regularly monitored by facility personnel.3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in theclassroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facilitypersonnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom haveexceeded 1,100ppm.4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain arecord of previous carbon dioxide measurements of not less than 30 days duration.5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxidelevels with a range of 400ppm to 2000ppm or greater.6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbondioxide concentration and shall be certified by the manufacturer to require calibration no more frequently thanonce every 5 years.SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound TransmissionClass (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method inSection 5.507.4.1 or 5.507.4.2.Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STCrating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of40 or OITC of 30 in the following locations:1. Within the 65 CNEL noise contour of an airport.Exceptions:1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to anoise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating ofat least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall androof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that doesnot exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenantspaces and public places shall have an STC of at least 40.Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppressionequipment shall comply with Sections 5.508.1.1 and 5.508.1.2.5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do notcontain CFCs.5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"StandardMethod for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooringmaterials meet the pollutant emission limits.5.504.4.7 Thermal insulationComply with the requirements of the California Department of Public Health, "Standard Method of the Testingand Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.7.1 Verification of compliance.Documentation shall be provided verifying that thermal insulation materials meet the pollutant emissionlimits.5.504.4.8 Acoustical ceiling and wall panels.Comply with the requirements of the California Department of Public Health, "Standard Method for the Testingand Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 2017 (Emission testing method for California Specification 01350).See California Department of Public Health's website for certification programs and testing labs.5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with airfiltration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters ofthe same value shall be included in the operation and maintenance manual.Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building asalready prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,county, city and county, California Community College, campus of the California State University, or campus of theUniversity of California, whichever are more stringent. When ordinances, regulations or policies are not in place, postsignage to inform building occupants of the prohibitions.5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through5.504.4.6.5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meetthe requirements of the following standards:1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except foraerosol products as specified in subsection 2, below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencingwith Section 94507.TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURALCOATINGS2,3GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITFLAT COATINGS50NONFLAT COATINGS100NONFLAT HIGH GLOSS COATINGS1505.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 etseq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.5. Other methods acceptable to the enforcing agency.TABLE 5.504.4.3 - CONT.GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITSPECIALTY COATINGSALUMINUM ROOF COATINGS400BASEMENT SPECIALTY COATINGS400BITUMINOUS ROOF COATINGS50BITUMINOUS ROOF PRIMERS350BOND BREAKERS350CONCRETE CURING COMPOUNDS350CONCRETE/MASONRY SEALERS100DRIVEWAY SEALERS50DRY FOG COATINGS150FAUX FINISHING COATINGS350FIRE RESISTIVE COATINGS350FLOOR COATINGS100FORM-RELEASE COMPOUNDS250GRAPHIC ARTS COATINGS (SIGN PAINTS)500HIGH-TEMPERATURE COATINGS420INDUSTRIAL MAINTENANCE COATINGS250LOW SOLIDS COATINGS1120MAGNESITE CEMENT COATINGS450MASTIC TEXTURE COATINGS100METALLIC PIGMENTED COATINGS500MULTICOLOR COATINGS250PRETREATMENT WASH PRIMERS420PRIMERS, SEALERS, & UNDERCOATERS100REACTIVE PENETRATING SEALERS350RECYCLED COATINGS250ROOF COATINGS50RUST PREVENTATIVE COATINGS250SHELLACS:CLEAR730OPAQUE550SPECIALTY PRIMERS, SEALERS & UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB & TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS INTHE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLEFROM THE AIR RESOURCES BOARD.TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTCURRENT LIMITHARDWOOD PLYWOOD VENEER CORE0.05HARDWOOD PLYWOOD COMPOSITE CORE0.05PARTICLE BOARD0.09MEDIUM DENSITY FIBERBOARD0.11THIN MEDIUM DENSITY FIBERBOARD20.131. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIRTOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FORADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:1. Manufacturer's product specification2. Field verification of on-site product containers5.504.4.4 Carpet Systems.All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) BEERTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFBEER PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2 RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED 15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED 7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE 200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, BEER TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS 433 SF / 15 NET = 28.9BAR SEATING 32 LF / 18" PER SEAT= 19.2ADA BAR SEATING ONE PLUS COMP = 2.0BAR STANDING 99 SF / 5 NET = 19.8BAR SERVICE 206 SF / 200 GROSS = 1.0STORAGE 480 SF / 300 GROSS = 1.6BEER PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN 1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D) 7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO 325 SF / 15 = 21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT 99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 BEER TASTING 2,437 SF / 30 OLF = 81.2A-2 OUTDOOR PATIO 325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92 (46 M / 46 F)REQUIRED PROVIDED **WATER CLOSETS 1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN 1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF = 23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24 (12 M / 12 F)REQUIRED PROVIDED **WATER CLOSETS 1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN 1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1. WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22. TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3. PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4. ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35. ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS..BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 BEER TASTING = 3,018 SFA-2 FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF1111111111212222 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384HEALTHDEPARTMENTREQUIREMENTST5.1HEALTH DEPARTMENT REQUIREMENTS RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384HEALTHDEPARTMENTREQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTS / CONTINUED 19185'-0"3'-0"202021RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SITE PLANA1.1KEYNOTES01 (E) FIRE HYDRANT TO REMAIN02 (E) CURB TO REMAIN, TYP.03 (E) CHANNEL TO REMAIN, TYP.04 (E) DRIVEWAY TO REMAIN05 (E) SIDEWALK TO REMAIN, TYP.06 (E) 2 BICYCLE RACK TO REMAIN07 (E) CMU HALF HEIGHT WALLS TO REMAIN, TYP.08 (N) FENCE, TYP.09 (E) STANDARD PARKING SPACES TO REMAIN, TYP.10 (E) PAVED PATH OF TRAVEL TO REMAIN, 1:20 MAX IN DIRECTION OFTRAVEL, 1:48 MAX CROSS SLOPE; VFY (E) STRIPING MIN 4' WIDE TODENOTE PEDESTRIAN PATH OF TRAVEL AT ADJ VEHICULAR TRAFFIC11 REMOVE (E) TRUNCATED DOME SURFACE, TYP.12 (E) VAN ADA PARKING SPACE TO REMAIN, TYP.13 (E) LANDSCAPING TO REMAIN, TYP.14 (E) 6 BICYCLE RACK TO REMAIN15 (E) PATIO PAVERS TO REMAIN, TYP.16 (E) CONCRETE TO REMAIN, TYP.17 (E) HALF HEIGHT WALL TO REMAIN18 (E) 1'-0" GAP BETWEEN EXISTING BUILDINGS19 (E) 8" FIRE RATED CMU WALL ON ADJACENT BUILDING, NOT IN SCOPE20 (N) DETECTABLE WARNINGS FOR VEHICULAR SEPARATION, MIN 36" W21 (N) 4" H CONC CURB FOR VEHICULAR SEPARATIONSHEET LEGENDSHEET NOTES1. REFER TO SITE PLAN GENERAL NOTES ON SHEET T2.12. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY LOT LINES,PRIOR TO FOUNDATION INSPECTION, THE LOT CORNERS SHALL BESTAKED AND SETBACKS MARKED BY A LICENSED SURVEYOR3. PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OFSURFACE WATER AROUND BUILDINGS. DRAINAGE SYSTEMSNECESSARY SHALL BE ADEQUATE TO PREVENT WATER FROMENTERING AND ACCUMULATING UNDER THE BUILDING. DRAINAGEWATER FROM IMPROVEMENTS AND LAND CONTOUR CHANGES SHALLNOT DRAIN ONTO OR ACROSS ADJACENT PROPERTIES EXCEPT INRECORDED DRAINAGE EASEMENTS OR NATURAL WATERWAYS.[SLOMC 15.04.020.BB] LOTS SHALL BE GRADED TO DRAIN SURFACEWATER AWAY FROM FOUNDATION WALLS. THE GRADES SHALL FALLA MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET [R401.3].4. ALL EXTERIOR BUILDING LIGHTING TO REMAIN, REPAIR AND REPLACEAS NEEDED, V.I.F.PROPERTY LINESETBACK LINEWATER LINESEWER LINEPOWER LINEGAS LINESCALE: 3/32" = 1'-0"1SITE PLAN0 24816N11115'-0" 48" MIN 1122 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"435132672EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(E) BATH(E) COLD STORAGE(E) BATH(E) UTIL CLOSET(E) HALL(E) CIDER TASTING(E) BATH(E) CIDER PRODUCTION(E) STORAGE2A4.11A3.1A3.1A4.12A3.1SUITE 130SUITE 110SUITE 10089RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161EXISTING FLOOR PLANEXISTINGFLOOR PLANA2.1SHEET LEGENDSHEET NOTESKEYNOTES01 (E) SINK TO BE REMOVED, TYP.02 (E) WALL TO BE REMOVED, TYP.03 (E) DOOR TO BE REMOVED, TYP.04 (E) WINDOW TO BE REMOVED05 (E) COILING GARAGE DOOR TO BE REMOVED, TYP.06 (E) ELECTRICAL PANEL TO REMAIN, TYP.07 (E) PLUMBING FIXTURES TO REMAIN, TYP.08 (E) GLASS ROLL-UP GARAGE DOOR TO REMAIN09 (E) MIN 1-HR FIRE RATED, GROUT FILLED 8" CMU WALL ALONG ENTIRELENGTH OF (E) BUILDING; NO (N) PENETRATIONS PROPOSED1. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.(E) WALLS TO REMAIN(E) 8" GROUT FILLED CMU WALL AT PROPERTYLINE, MIN 1-HR FIRE RATED(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE11111222 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) BEER TASTING(R) COLD STORAGE(N) HALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) BEER TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE11112FINISH SCHEDULE1 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"123436510891256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) BEER TASTING7891011(N) HALL(R) BEER TASTING121213141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB1117RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE: 1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LIST12345678KEYNOTES01 (N) PONY WALL, TYP.02 (E) FLOOR DRAIN03 (N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04 (N) SHELVING05 (N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06 (N) PASS-THRU WINDOW07 (N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08 (E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09 (E) COLUMNS TO REMAIN, TYP.10 (E) EXTERIOR AWNINGS TO REMAIN, TYP.11 (N) BUILT-IN STORAGE CABINET12 (E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13 (N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15 (N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16 (N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USE ONLY17 (N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSECOLAB GLASS WASHER, MODEL NO. ES4000EXISTING MOP SINKHAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615STHREE COMPARTMENT SINK, 120 3/8" x 30" x 45", MODEL NO. SH24243DWALK-IN COOLER, MODULAR, SELF-CONTAINEDBEVERAGE REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01NOT USEDREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01SODA MACHINE OWNER SUPPLIED, SPEC TBD.SELF-SERVE GLASS AND WATER BOTTLE FILL STATIONPORTABLE BREWING SYSTEM EQUIP, SABCO BREW-MAGIC V350 MS9101. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111111111111122 164'-0"164'-0"1A3.14456756724'-0"24'-0"23'-0"24'-0"24'-0"23'-0"12023486666669711121314151617221819214'-0"4'-0"4'-0"4'-5"4'-5"2'-6"5'-8" X 7'-9"(N) JAN8'-0"20'-0"56'-5" X 3'-8"104123(N) STORAGE56(E) BATH237EXISTING TO REMAINNOT IN SCOPE88910(N) FOOD PREP11121314SUITE 100SUITE 110+34 HRYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE: 1/4" = 1'-0"042181PROPOSED FLOOR PLAN / EASTPROPOSEDFLOOR PLANEASTA2.41ELECTRIC CONVEYOR OVEN BY LINCOLN FOODSERVICE MODEL NO. 2500/1346GAS GRIDDLE BY VULCAN, 48" x 27" x 16", MODEL NO. VCRG48-MGAS HOT PLATE BY VULCAN, 24" x 29.3" x 13.3", MODEL NO. VCRH36FREE STANDING GAS FRYER BY VULCAN, 15 1/2" x 29 3⁄4" x 46 5⁄8", MODEL NO. LG400WORKTOP FREEZER BY BEVERAGE-AIR, 36" x 32" x 39 5/8",MODEL NO. WTF36AHCPIZZA PREPARATION TABLE BY TRUE 93 3/8" x 33 5/8" x 38 7/8", [height plus 6" for legs/castors]SOFT SERVE FREEZER BY SPACEMAN, 20.9" x 25.6" x 37.6", MODEL NO. 6235-CREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01BEVERAGE REFRIGERATOR, 36" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01HAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615SONE COMPARTMENT SINK BY GSW USA, 39 1/8" x 30" x 45", MODEL NO. SH18241RCHEF BASE BY TRUE, 72 3/8" x 32 1/8" x 20 1/2", MODEL NO. TRCB-72-HCLOW TEMPERATURE ELECTRIC COOK & HOLD OVEN BY ALTO-SHAAM, 23 15/16" x 31 5/8" x 75 5/8",MODEL NO. 1000-TH-IFUTURE EQUIP SHOWN DASHED; ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATEDTYPE II HOOD; LISTED AS DEFERRED SUBMITTAL ON T1.0MIXER, PLANETARY, BY HOBART, MODEL NO. H-600BAKERS TOP WORK TABLE BY BK RESOURCES, 96" x 30" x 38 3/4", MODEL NO. MBTSOB-9630WORK TABLE, STAINLESS STEEL TOP BY GSW USA, 72" x 30" x 35", MODEL NO. WT-EE3072REACH-IN FREEZER BY TRUE, 78 1/8" x 29 1/2" x 78 3/8", MODEL NO. T-72F-HCWALK-IN COOLER, MODULAR, SELF-CONTAINED, BY AMERIKOOLER MODEL NO. 24-33261THREE COMPARTMENT SINK BY GSW USA, 120 3/8" x 30" x 45", MODEL NO. SH24243DDISH RACK SHELVINGMOP SINK BY GSW USA, 24" x 24" x 14", MODEL NO. SE2424FM-UPTYPE I WALL RANGE HOOD BY GREENHECK, 144" x 48" x 24" MODEL NO: GXEW SEE MECHANICALSHEETSEQUIPMENT LIST2345610111213141517187891619202122SHEET LEGENDSHEET NOTESKEYNOTES01 (N) PASS-THRU WINDOW02 (N) P.O.S. STATIONS03 (N) 4'x8' OVERALL SERVICE WINDOW WITH INTEGRATED SOLID SECURITY EXTERIOR AWNING;18" W X 12" H PASS-THRU WINDOW OPENINGS (216 SQ IN), NOT CLOSER TOGETHER THAN 18INCHES; EACH OPENING SHALL BE PROVIDED WITHA SOLID OR SCREENED WINDOW,EQUIPPED WITH A SELF CLOSING DEVICE, SCREENING SHALL BE AT LEAST 16 MESH PER SQIN; WITH 34" H COUNTER, SURFACE OF THE COUNTER & OPENINGS SHALL BE SMOOTH ANDEASILY CLEANABLE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACHSHOWN DASHED, SEE DETAIL 7/A7.2 FOR REACH RANGES, VFY MIN 15" TO MAX 48" AFF04 (N) WALL05 (N) EXPO COUNTER06 (N) FLOOR DRAIN, SEE PLUMBING SHEETS, TYP.07 (N) ATTIC ACCESS; CONTRACTOR TO V.I.F. FOR LOCATION AND REQUIREMENTS FORMECHANICAL ACCESS AND COORDINATION08 (N) 2'-6" X 6'-8" SWING DOOR09 (N) 3'-0" X 6'-8" SWING DOOR10 (N) 6'-0" X 6'-8" DOUBLE SWING DOOR11 WALLS IN FOOD PREP AREA TO BE PTD. GYP. W/ 4' FRP WAINSCOT & STAINLESS STEELPANELS AROUND KITCHEN HOOD; SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL& MARLITE STANDARD FRP COLOR P403N MEDIUM GRAY OR EQUAL12 FLOOR IN FOOD PREP AREA TO BE SELF-LEVELING POLYASPARTIC FLOOR COATING W/EPOXY COVED BASE; SPEC: SHERWIN-WILLIAMS POLY-CRETE SLB OR EQUAL &SHERWIN-WILLIAMS EPOXY COVE BASE SYSTEM OR EQUAL13 TYPE II KITCHEN HOOD FOR BAKING USE ONLY14 GAS FRYER TO HAVE A GUARD FOR PROTECTION PER 515 CMC, CONTRACTOR TO V.I.F.231. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111122 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) BEER TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) BEER TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1. REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22. CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3. SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4. ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5. RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6. ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7. ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8. WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9. BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10. ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11. LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13. THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01 (N) RANGE HOOD, TYP.02 (E) LINE OF GARAGE DOOR TO REMAIN, TYP.03 (E) EXTERIOR AWNING TO REMAIN, TYP.04 (E) 8'-0" SOFFIT TO REMAIN05 (E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06 (N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07 (E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08 REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09 ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"2A4.11A3.13A3.11A4.12A3.123416755213SLOPEEXISTINGSLOPEEXISTINGSLOPEEXISTINGSLOPEEXISTING688911121014RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL ROOF PLANROOF PLANA2.6SHEET NOTESKEYNOTES01 (E) ROOF EDGE FLASHING TYP.02 (E) TOP OF CMU WALL03 (E) SKYLIGHTS TO REMAIN, REPAIR AND REPLACE AS NEEDEDCONTRACTOR TO V.I.F. TYP.04 (E) PASSIVE ROOF VENTS TO REMAIN, REPAIR AND REPLACE ASNEEDED CONTRACTOR TO V.I.F. TYP.05 (E) SINGLE PLY ROOF MEMBRANE TO REMAIN, REPAIR AND REPLACEAS NEEDED06 (E) CONCEALED GUTTER SYSTEM TO REMAIN07 (E) AWNINGS TO REMAIN, TYP.08 (E) ROOF DRAIN & SEPARATE OVERFLOW DRAIN TO REMAIN09 (N) KITCHEN EXHAUST FAN, SEE MECHANICAL TYP.10 (N) HEAT PUMP CONDENSER UNITS ON EQUIPMENT PAD, SEEMECHANICAL AND STRUCTURAL TYP.11 (E) VERIFY LOCATION OF EXISTING SKYLIGHTS AND MODIFY ASREQUIRED FOR MECHANICAL EQUIPMENT AND DUCTING; SHOWNDASHED FOR REFERENCE CONTRACTOR TO V.I.F. TYP.12 (N) INTAKE HOOD ON EQUIPMENT PAD, SEE MECHANICAL ANDSTRUCTURAL13 (E) LOWER ROOF TO REMAIN14 (N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESSLADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTS11. REFER TO ROOF PLAN GENERAL NOTES ON SHEET T2.12. ALL ROOFING MATERIALS, COVERINGS, UNDERLAYMENT, AND VENTSTO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.3. ROOF GUTTERS SHALL BE PROVIDED WITH MEANS TO PREVENTACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.4. CONTRACTOR TO V.I.F. FOR ALL ROOF PENETRATIONS22 (E) LOWER ROOF+/- 12'-6"H.D. H.T.8'-0"H.D. H.T.6'-8"T.O. (E) UPPER ROOF+/- 17'-6"H.D. H.T.8'-0"H.D. H.T.10'-0"32114510987116661'-0"1'-6"H.D. H.T.8'-0"H.D. H.T.10'-0"411T.O. (E) UPPER ROOF+/- 17'-6"H.D. H.T.10'-0"H.D. H.T.6'-8"1037113'-6" MIN RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384081/8" = 1'-0"SCALE:421161FRONT EXTERIOR ELEVATIONKEYNOTESEXTERIORELEVATIONSA3.1081/8" = 1'-0"SCALE:421163SIDE EXTERIOR ELEVATION01 (E) DOORS AND WINDOWS TO REMAIN, U.N.O.02 (E) STOREFRONT DOOR AND WINDOWS03 (E) EXTERIOR LIGHTS TO REMAIN, TYP.04 (E) METAL AWNING TO REMAIN, TYP.05 (E) GLASS GARAGE DOOR TO REMAIN06 (N) VERTICAL WOOD BOARD SIDING, TYP.07 (N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.08 (N) DOOR, TYP.09 (N) 8' x 4' PASS-THRU SERVICE WINDOW WITH INTEGRATED AWNINGSYSTEM SPEC TBD18" W X 12" H WINDOW OPENINGS (216 SQIN) PER HEALTHDEPARTMENT CONDITIONAL APPROVAL LETTER10 (E) COILING GARAGE DOOR TO REMAIN11 (E) EXISTING METAL SIDING TO REMAIN, TYP.12 (N) VERTICAL WOOD BOARD SIDING, TYP.081/8" = 1'-0"SCALE:421162SIDE EXTERIOR ELEVATIONSHEET NOTES1. REFER TO EXTERIOR ELEVATION GENERAL NOTES ON SHEET T2.12. GRIDLINES ARE TO FACE OF CONCRETE OR FRAMING, OR CENTERLINEOF STRUCTURAL ELEMENTS, UNLESS OTHERWISE NOTED.3. EXTERIOR MATERIALS ARE SHOWN GENERICALLY. ACTUALMATERIALS TO BE SELECTED BY ARCHITECT OR OWNER.1112 HALLOPEN TO +/-15'-8"OPEN TO BEYONDOPEN TO TASTINGBEER TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLD BOX STORAGEBEER TASTINGOPEN TO BEYOND8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE: 3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE: 3/16" = 1'-0"2BUILDING SECTION1 TYP.6" HEIGHT INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALLCONSIST OF A WHITE FIGURE ON A BLUEBACKGROUND. THE BLUE SHALL BE EQUAL TOCOLOR NO. 15090 IN FEDERAL STANDARD 595C.CBC 11B-703.7.2.1XX6"3"LETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7036"3"LETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7033/8" - 12"3/8" - 12"EXIT ROUTE SIGNLETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7033/8" - 12"ROUTE12"12"12"12"12"12"EXIT SIGNROOM NAMENOTE:1. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROMTHE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THEBASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.2. TACTILE EXIST SIGNS ARE REQUIRED AT THE FOLLOWING LOCATIONS:A. EACH GRADE-LEVEL EXTERIOR EXIT DOOR IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT"B. EACH EXIST DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BEIDENTIFIED BY A TACTILE EXIST SIGN WITH THE APPROPRIATE WORDS:"EXIT STAIR DOWN", "EXIST RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP"C. EACH EXIST ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUALEXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORK "EXIT ROUTE."D. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT"LETTERING RAISED 1/32"LETTERING RAISED 1/32"CONTRACTED GRADE IIBRAILLELETTERING RAISED 1/32"CONTRACTED GRADE IIBRAILLELETTERING RAISED1/32"CONTRACTED ROOMIDENTIFICATION NUMBERCONTRACTED GRADE IIBRAILLEROOM SIGNAGEINTERNATIONAL SYMBOL OFACCESSIBILITY1128NOTES:1. PROVIDE AT LEAST ONE ACCESSIBLE BUILDING ENTRANCE SIGN AND ADDITIONAL DIRECTIONAL SIGNS AS REQUIREDTO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.2. LETTERS & NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 STROKE WIDTH TOHEIGHT RATIO BETWEEN 1:5 TO 1:10.3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEW DISTANCE FROM WHICH THEYARE READ. LOWER CASE LETTERS ARE PERMITTED.4. LETTERS & NUMERALS SHALL BE RAISED 1/32" UPPERCASE, SANSERIF & SHALL BE ACCOMPANIED W/ GRADE 2BRAILLE. RAISED CHARACTERS SHALL BE 5/8"-2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENTVERBAL DESCRIPTION DIRECTLY BELOW.5. THE CHARACTERS & BACKGROUNDS OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS & SYMBOLS SHALL CONTRAST W/ THEIR BACKGROUND.6. PERMANENT IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THEDOOR. WHERE THERE IS NO WALL SPACE TO LATCH SIDE OF DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNSSHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 48" MIN A.F.F. TO BASELINE OFLOWEST LINE AT BRAILLE & 60" A.F.F. TO HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION FOR SUCHSIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN SWING OF THE DOOR. 18" X 18" CLEAR SPACE AT TACTILE SIGNAGE TOBE PROVIDED BEYOND ANY DOOR SWING PER CBC 11B-703.4.2.60" 60"ENTRANCE & DIRECTIONAL SIGNAGE6"6"48"NUMBER/LETTERINGBRAILLE10" MIN. BOTTOM RAILKICK PLATEDOOR CLOSURESACCEPTABLE DOOR HARDWARE &MOUNTING HEIGHTSDOOR CLOSURES IF PRESENT, MUST BE SET SO THATFROM AN OPEN POSITION OF 90°, THE TIME REQUIREDTO MOVE THE DOOR TO A POSITION OF 12° FROM THELATCH IS 5 SECONDS MINIMUM.PUSHFINISH FLOOR10" 12° 90 ° 5 SEC . 34" - 44" 48" MAX.NOTE:REFLECTIVE SIGNS CONSTRUCTED OF PORCELAINSTEEL WITH BEADED TEXT OR EQUALTOP OF WALKING SURFACEBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)INTERNATIONAL ACCESSIBILITY SYMBOL(WHITE COLOR)DIRECTIONAL ARROW(WHITE COLOR)1/2" RADIUSNOTE:PER CBC 11B-502.6.4, THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACEAND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE.3'-0"3'-0" 2"2"8"2"1'-0"R1 0 "3"R3"1012"2"2"1'-1"1'-3"1'-4"2"112"R3"112 "5"CENTERLINE OFSTALLSOLID BLUETRAFFIC PAINTBACKGROUNDSOLID WHITE TRAFFICPAINT BORDER ANDSYMBOL80" MIN.NOTE:REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITHBEADED TEXT OR EQUALTOP OF WALKING SURFACEVAN ACCESSIBLEMINIMUMFINE $250PARKINGONLYBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)INTERNATIONAL ACCESSIBILITY SYMBOL(WHITE COLOR)SIGNS SHALL BE 70" SQUAREMINIMUM1/2" RADIUSAN ADDITIONAL SIGN OR ADDITIONLANGUAGE BELOW THE SYMBOL OFACCESSIBILITY SHALL STATE"MINIMUM FINE $250.00"1/2" RADIUSSPACES COMPLYING WITH CBCSECTION 11B-502 SHALL HAVE A "VANACCESSIBLE," WHERE APPLICABLE1/2" RADIUS9'-0" MIN.5'-0" MIN8'-0" MIN. FOR VAN18'-0" MIN.3'-0" MIN.WHEEL STOP AS REQUIRED TOPREVENT ENCROACHMENT OVERREQUIRED WIDTH OF WALKWAYLOADING/UNLOADING ACCESSZONE 5'-0" MIN. AND 8'-0" FOR VANACCESSIBLE. BLUE BORDER ANDCONTRASTING HATCHING AT 36"O.C. MAXIMUM PREFERABLE BLUEOR WHITE FOR ACCESS AISLESTRIPING PER CBC 11B-502.3.3.ACCESSIBLE PARKING STALL WITHMAX 2% SLOPE IN ANY DIRECTION36" X 36" MIN. SQUARE ISAPAVEMENT SIGNNO PARKING12" HIGH "NO PARKING" LETTERS TOBE PAINTED IN WHITE LETTERS PERCBC 11B-5.2.3.3.NOTE: ACCESSIBLE SPACES SHALL BE LOCATED SO A PERSON WITH ADISABILITY IS NOT COMPELLED TO WHEEL OR WALK BEHIND A PARKINGSPACE OTHER THAN THEIR OWN ACCESSIBLE SPACE.2.3" - 2.4"2.3" - 2.4"0.9" - 0.92" AT BASE0.18" - 0.22"TYPICAL SECTIONTAPERED EDGESWHERE EXPOSED0.45" - 0.47" AT TOPNOTE:DETECTIBLE WARNING SURFACES SHALL BE YELLOW. THE MATERIAL USED TO PROVIDECONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. DETECTIBLE WARNING SURFACESSHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.3'-0"4'-0" MIN.6" CURBMAX. 1:12 SLOPED RAMP WITH MAX.1:48 CROSS SLOPE, NON-SLIP HEAVYBROOM FINISH OR EQUAL TO PROVIDECONTRASTING FINISH WITH ADJACENTSIDEWALKTRUNCATED DOME TILES,REFER TO DETAILSVEHICULAR TRAFFIC WAYSLOPE 1:12 MAX.SLOPE1:48 MAX.RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384DETAILSA7.1SCALE: 1" = 1'-0"1DOOR CLEARANCESSCALE: 3" = 1'-0"4INTERNATIONAL SYMBOL OF ACCESSSCALE: 1" = 1'-0"5ACCESSIBLE SIGNAGE MOUNTINGSCALE: 1" = 1'-0"3ACCESSIBLE DOOR HARDWARESCALE: 3/4" = 1'-0"8PARKING SIGNAGEINTERNATIONAL SYMBOL OF ACCESSIBILITYSCALE: 3/4" = 1'-0"9PARKING SIGNAGEACCESSIBLESCALE: 3/4" = 1'-0"10DIRECTIONAL SIGNAGEACCESSIBLESCALE: 3" = 1'-0"7TACTILE SIGNAGESCALE: 1" = 1'-0"13ACCESSIBLE PARKING STALLSSCALE: 3/8" = 1'-0"11TYP ADA CURB RAMPACCESSIBLESCALE: 1-1/2" = 1'-0"15TRUNCATED DOMESACCESSIBLE DOOR SHOULD NOTEXCEED 5 LBS PER CBC SEC 11B-309.4SEMI-RECESSED PROFILEVIEW OF FIREEXTINGUISHER CABINET27" MIN. 28" - 34" TO TOP OF COUNTER19" MIN. DEPTHMINIMUM KNEE AND TOECLEARANCES20" MAX.>20"-24" MAX.48" MAX. 44" MAX.OBSTRUCTED HIGH SIDE REACH10" MAX.>10"-24" MAX.48" MAX. 46" MAX.OBSTRUCTED HIGH FORWARD REACH34" MAX. 34" MAX.UNOBSTRUCTED FORWARD REACHUNOBSTRUCTED SIDE REACH15" MIN.10" MAX.48" MAX. 15" MIN. 48" MAX.17" MIN.AREA OF SAFE DISPERSAL80" MIN. FOR FREE STANDING60" MIN. FOR WALL MOUNTED TOP OF SAFE DISPERSAL AREANOTES:1. REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL CONSTRUCTED OF PORCELAINBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)LETTERING ON SIGN MUST BEMIN. OF 1" IN HEIGHT8"2'-0"2'-0"80" MIN.TOP OF WALKING SURFACENOTES:1. REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITH BEADEDTEXT OR EQUAL CONSTRUCTED OF PORCELAIN2. WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLEDPARKING SPACES IS POSTED CONSPICUOUSLY AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE.PER CBC SECTION 11B-502.8WHITE BACKGROUNDAPPROPRIATE INFORMATION MUST BEINCLUDED ON SIGN (MINIMUM OF 1" INHEIGHT) (BLACK COLOR)UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGDISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUEDFOR PERSONS WITH DISABILITIESWILL BE TOWED AWAYAT THE OWNER'S EXPENSETOWED VEHICLESMAY BE RECLAIMED ATOR BY TELEPHONING(INSERT ADDRESS)(INSERT ADDRESS)(INSERT TELEPHONE NUMBER)BLACK BORDER1.5" RADIUS3 8"5 8" 13 4" 119 16" 12" TYP. 114" 1" TYP. 212"23 4"1"314"RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384DETAILSA7.2SCALE: 1/2" = 1'-0"2CLEARANCE AT WATER CLOSETSCALE: 3/8" = 1'-0"3GRAB BARS AT WATER CLOSETSCALE: 1/2" = 1'-0"1ACCESSIBLE RESTROOM SIGNAGESCALE: 1/2" = 1'-0"5ACCESSIBLE MOUNTING HEIGHTSSCALE: 1" = 1'-0"6SEMI-RECESSED FIRE EXTINGUISHERSCALE: 1/4" = 1'-0"7REACH RANGESSCALE: 3/4" = 1'-0"8ACCESSIBLE TABLE/COUNTERSCALE: 1/2" = 1'-0"4ACCESSIBLE LAVATORY COUNTER9AREA OF SAFE DISPERSAL SIGNAGE10UNAUTHORIZED PARKING SIGNAGE 1.Dead Loads:a) Roof uniform distributed load: 7 psf (Projected on Horiz. Plane)b) Ceiling uniform distributed load: 15 psf2. Ceiling Live Loads:a) Uniform Distributed Load: 40 psfb) Live Load Reductions: Y3. Roof Live Load = 20 psf4. Wind design data:a) Occupancy Risk Category = IIb) Basic Wind Speed (3-sec gust) = 92 mphb) Wind Exposure(s) = B5. Earthquake design data:a) Occupancy Risk Category = IIb) Seismic Importance Factor, i = 1.0c) Mapped Spectral Response Accelerations, SS = 1.073g & S1 = 0.395gd) Site Class = D - Defaulte) Spectral Response Coefficients, SDS = 0.859g & SD1 = N/Af) Seismic Design Category = Dg) Basic Seismic-Force Resisting System(s) = N/Ah) Analysis Procedure Used = N/A6. Design Allowable Bearing Values of Soils: 1,500 psf7. Special Loads: noneDESIGN NOTES:NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATESUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.GENERAL STRUCTURAL NOTESABBREVIATIONSABANCHOR BOLTACALASKA CEDARADD'LADDITIONALALUMALUMINUMALTALTERNATEARCHARCHITECTURALATR ALL THREAD RODAYCALASKA-YELLOW CEDARBLK(G)BLOCK(ING)BMBEAMBNDIAPHRAGM BOUNDARY NAILINGBOTBOTTOMBTWNBETWEENCALIFCALIFORNIACANT'LCANTILEVEREDCFSCOLD FORMED STEELCGCENTER OF GRAVITYCJCEILING JOISTSCLRCLEAR/CLEARANCECMUCONCRETE MASONRY UNITSCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCNTR(D) CENTEREDDBLDOUBLEDIA OR ∅DIAMETERDJDECK JOISTDBDECK BEAMDWGDRAWING(E)EXISTINGEAEACHEFEACH FACEELEVELEVATIONEMBEDEMBEDMENTENSHEARWALL EDGE NAILINGEWPENGINEERED WOOD PRODUCTEXTEXTERIORFBFLOOR BEAMFDNFOUNDATIONFJFLOOR JOISTFLRFLOORFNFIELD NAILINGFRMGFRAMINGFSFAR SIDEFTGFOOTINGGAGAUGEGBGRADE BEAMGLBGLUE LAMINATED BEAMHDHOLDOWNHDGHOT DIP GALVANIZEDHDRHEADERHGRHANGERHKHOOKHORIZHORIZONTALINFOINFORMATIONKKING POSTLONGLONGITUDINALMFRMANUFACTURERMAXMAXIMUMMBMACHINE BOLTMINMINIMUM(N)NEWNTSNOT TO SCALEOCON CENTEROHOPPOSITE HANDPERPPERPENDICULARP-TPRE-TENSIONED (BOLT)PTDFPRESSURE TREATED DOUGLAS FIRRBROOF BEAMREF'DREFERENCEDREQ'DREQUIREDRRROOF RAFTERSCHEDSCHEDULESEORSTRUCTURAL ENGINEER OF RECORDSHTGSHEATHINGSIMSIMILARSMSSHEET METAL SCREWSQSQUARESSSTAINLESS STEELSTDSTANDARDTTRIM POSTT&BTOP & BOTTOMT&GTONGUE & GROOVETHKTHICK(NESS)TOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDVWAVERIFY WITH ARCHVWCVERIFY WITH CIVILVWGVERIFY WITH GEOTECHVWMVERIFY WITH MECHVWOVERIFY WITH OWNERw/WITHWTSWELDED THREADED STUDS1.1GENERAL NOTESGENERAL1. The Contractor shall verify all dimensions and conditions at the job siteprior to starting construction. Notify the Engineer immediately if anydiscrepancies or inconsistencies are found.2. Details shown on the structural drawings are typical. Similar details applyto similar conditions. In the event certain aspects of the work are not fullydetailed on the drawings or specified in these structural notes, theconstruction shall be of the same character as for similar conditions that areshown or specified and shall be reviewed by the Engineer.3. Existing conditions shown on these drawings are to be field verified by theContractor as the work progresses. Notify the Engineer immediately ifexisting conditions are discovered which are different than those shown.Construction shall not proceed until written instructions have been receivedfrom the Engineer.4. Notes and details on the drawings shall take precedence over these generalnotes and typical details. Dimensions shown on the drawings shall takeprecedence over scale.5. Where there are discrepancies or conflicts between the drawings, notes,and specifications the stricter requirement shall apply unless directed orconfirmed with the Architect and Engineer.6. These structural drawings and general notes represent the finishedstructure. Unless otherwise indicated, they do not specify the method ofconstruction. The Contractor shall provide all measures necessary toprotect the structure, workers and other persons during construction. Suchmeasures shall include, but not be limited to, bracing of sufficient strengthand stiffness to resist all loads, including wind and seismic loads, imposedon all elements of the structure; shoring for the building, constructionequipment, earth banks and retaining walls; forms, scaffolding andplanking. These protective measures are the sole responsibility of theContractor and site visits by the Engineer will not include observation ofsaid measures. Construction materials placed on framed roofs or floorsshall be spread out and the resulting loads shall not exceed the design liveload for each level.7. Openings, pockets, etc. shall not be placed in slabs, foundations, walls,beams, columns, joists, etc. unless specifically detailed on the structuraldrawings.8. All phases of the work shall conform to the minimum standards of the 2022California Building Code (CBC), these structural notes, and all localordinances.9. All ASTM specifications noted on these drawings or general notes shall beof the latest revision.10. Prefabricated/manufactured assemblies shall be designed to supportthemselves, and the assumed loads acting on them. Actual fielddimensions shall be verified prior to ordering products. Materialspecifications, fabrication procedures, and installation recommendations tobe per manufacturer, and as noted in these plans.11. Special inspection in accordance with Section 1704 of the CBC shall beprovided by a qualified person who is acceptable to the Engineer andBuilding Department for the following types of work:Anchors installed in hardened concrete12. The contractor shall contact the Engineer a minimum of 48 hours prior toreaching the following stages of the work:a) Wood framing completed but not covered.b) Plywood sheathing installed but not covered.c) All structural work completed.EXISTING CONSTRUCTION1. Original construction drawings were provided but the accuracy of theas-built condition has not been verified. Existing building conditions shownare assumed based on information provided by others and assumptionsbased on probable construction methods. Actual field conditions may vary.Where structural elements are noted as (E) verify in field and if the elementsvary from what is shown on the plans contact Engineer.2. All work not indicated as existing (E) shall be assumed to be new (N).3. Any removal, cutting, drilling, etc of existing work shall be performed withgreat care. Small tools shall be used in order to not jeopardize thestructural integrity of the structure. If structural members or mechanical.electrical, or architectural elements not indicated for removal interfere withthe new work, the architect/engineer shall be immediately notified andprior approval shall be obtained before removal of members.4. Do not over cut existing wood, concrete, masonry or other work to remain.Cuts shall be made neatly to a corner, then alternate means shall be used toremove remaining material. Contractor is responsible forrepair/replacement of over cut material as directed by the Architect and/orEngineer.5. Existing damaged structural members which are uncovered shall bereported to the Architect and Engineer for review and repair.6. Existing concrete surfaces abutting new concrete shall be roughened to 14"amplitude and thoroughly cleaned of dust, loose aggregate, laitance, etc.7. Remodeling requires assumptions be made regarding existing conditionswhich may not be verifiable without destroying otherwise adequate orserviceable portions of the structure. This analysis does not make anyguarantee to the adequacy of the structural design of the existing buildingnot specifically addressed in the structural calculations. The Engineer shallnot be responsible for unsatisfactory performance of existing portions ofthe structure not specifically addressed in the construction documents.8. Differential settlement between new and existing construction at remodelor addition foundation interfaces can be expected. The engineer shall notbe responsible for unsatisfactory performance resulting from theseconditions.STRUCTURAL STEEL AND MISC METALS1. See Architectural drawings for finishes on steel framing. Steel exposed toweather shall be primed and painted with a high-performance exteriorcoating approved by the Architect and Engineer or hot-dip galvanized (seebelow), unless noted otherwise.2. Materials, unless noted otherwise:a) Tubular shapes (Rectangular & Round): ASTM A500 Grade C.b) All other structural steel: ASTM A36.c) All-thread rod: ASTM F1554 Grade 36 unless noted otherwise.d) Bolts: ASTM A307.e) Nuts: ASTM A563A.3. Holes for bolts & threaded rods shall be standard size and nuts/bolts shallbe installed Snug Tight per AISC, unless noted otherwise.4. Copes and weld access holes shall conform to AWS D1.1 for tension regionsat all locations.STRUT1. Substitution requests for products other than those listed below may besubmitted to the E.O.R for review. Substitutions may be considered forproducts having a code report recognizing the product for the appropriateapplication and project building code.2. Strut members & hardware as shown in the latest edition of the "AtkoreUnistrut" catalog. Install all hardware in strict accordance with themanufacturer's printed instructions. Fill all holes required by manufacturerfor maximum hardware strength, unless noted otherwise.3. Strut members & hardware shall be steel or stainless steel, unless notedotherwise.4. Strut members & hardware that will be exposed to weather shall bestainless steel or hot dip galvanized material, unless noted otherwise.5. Where channel nuts are required to resist slip, provide any of the followingchannel nuts: P1006-1010 or P3006-3010, unless noted otherwise. Torquebolts per manufacturer's instructions for maximum allowable resistance toslip.6. Where hardware required set screws, torque screws per manufacturer'sinstructions for maximum hardware strength, unless noted otherwise.STRUCTURAL WOOD1. Sawn lumber materials: Moisture content for sawn lumber shall not exceed19% at the time it is incorporated into the structure. Unless notedotherwise on the drawings, sawn lumber materials shall conform to thefollowing:a) Beams, posts, headers and ledgers 6x and larger: Douglas Fir No. 1.b) 2x4 framing: Douglas Fir construction.c) Sawn lumber embedded in or in direct contact with concrete ormasonry and within 6 feet of earth: Pressure treated Douglas Fir.e) All sawn lumber not noted above: Douglas Fir No. 2.f) Exterior naturally durable framing: Alaska Cedar (AC) or Alaska YellowCedar grade to match above sections.2. Provide equivalent level of exposure protection of treated members at fieldcuts, drilled holes, and countersinking per AWPA M4 Standard.3. Plywood sheathing materials:a) Roof sheathing: APA rated wood structural panels conforming toDOC PS-1 or PS-2.b) Floor sheathing: APA rated, Sturd-I-Floor, Exposure 1, with exteriorglue and Panel Span Rating shown on the floor framing plan.c) Wall sheathing: APA rated wood structural panels conforming toDOC PS-1 or PS-2.4. Glued laminated timber materials: Douglas Fir with exterior glue, industrialappearance grade. Moisture content for glued laminated timber shall notexceed 16% at the time of manufacture.a) Simple spans: Combination Symbol 24F-V4.b) Members which cantilever more than 1 foot or are continuous over asupport: Combination Symbol 24F-V8.5. Use galvanized or stainless steel nails, bolts, screws, and hardware whereexposed to weather and at pressure treated members. Galvanized steelshall be compatible with the exposure class and preservative used pressuretreated members.6. Fastener Materials:a) Nails: Common nails or spikes, unless noted otherwise.b) Wood screws: ANSI/ASME B18.6.1.c) Machine bolts: ASTM A307.d) All-thread rod: ASTM F1554.e) Lag bolts: ASTM A307.f) Sheet metal timber connectors: Connectors as shown in the latestedition of the Simpson Strong Tie Company, Inc. catalog. Install allconnectors in strict accordance with the manufacturer's printedinstructions. Typically center straps on the joint across which the loadis being transferred unless noted otherwise on the drawings.Hangers, caps, and bases shown by type on the drawings shall be themodel number for the specific size of member being supportedunless noted otherwise. Fill all holes required by manufacturer formaximum hardware strength, unless noted otherwise.7. Nailed joints:a) Pre-drill holes for 20d nails and larger, and for smaller nails whichtend to split the wood. Hole diameter shall be 75% of the naildiameter.b) All nailed joints not specifically detailed or implied by the drawingsshall be constructed in accordance with CBC Table "FasteningSchedule".c) Nail spacing, edge and end distances and penetration shall conformto NDS Tables in "Dowel-Type Fasteners" section, unless notedotherwise. Stagger nails as required to maintain required spacing.d) Machine applied nailing: Nail heads shall not penetrate the outer plyof plywood and minimum edge distances specified by the NDS shallbe maintained. Machine applied nailing will only be allowedfollowing a job site demonstration meeting the above criteria withthe acceptance of the Engineer.8. Bolted joints:a) Bolt holes: 1/32" to 1/16" larger than bolts, accurately located.b) Washers: At each bolt head and nut, not less than standard cutwashers, placed next to wood.c) Retighten all bolts prior to closing in walls.9. Lag-bolt joints:a) Washers: At each bolt head, not less than standard cut washersplaced next to wood.b) Lead holes for shank shall be same diameter and depth asunthreaded shank of bolt.c) Lead holes for threaded portion shall have a diameter 60% to 75% ofshank diameter and the length shall be at least equal to the threadedportion of the bolt.d) The threaded portion of lag bolts shall be inserted into its lead holeby turning with a wrench, not by driving with a hammer.e) Soap or other lubricant shall be used on the screws to facilitateinsertion and prevent damage to the bolt.10. Wood screw joints:a) Lead holes for shank shall be 3/4 x diameter and the same depth asthe unthreaded shank of the screw.b) Lead holes for the threaded portion shall be 3/4 x diameter of thescrew at the root of the thread and the length shall be at least equalto the threaded portion of the screw.c) The threaded portion of the screw shall be inserted into its lead holeby turning with a screwdriver, not by driving with a hammer.d) SDS screw as shown in the latest edition of the Simpson Strong TieCompany, Inc. catalog. Install per manufacturer's instructions.11. Size, height and spacing of wood studs shall conform to the requirementsof CBC Table Ch. 2308 "Size, Height, and Spacing of Wood Studs", unlessnoted otherwise on the drawings. Studs shall be spaced at 16 inches unlessnoted otherwise. Walls shall be constructed with (2) 2x top plate & (1) 2x sillunless noted otherwise.12. Sawn lumber beams, rafters and joists shall be laterally supported inaccordance with CBC Ch 2308 "Lateral Support", "Bridging". Framing shallhave a bearing length to match member width, unless noted otherwise.13. Holes and notches in framing members:a) Holes in joists and rafters: Drilled holes with a diameter notexceeding 1/6 of the member depth at a minimum spacing of 2'-0"are permitted within the middle 1/3 of the member depth andlength.b) Holes in studs, plates and sills: Drilled holes with a diameter notexceeding 1/3 of the member depth at a minimum spacing of 16inches are permitted in the center of studs, plates and sills.Construction shall comply with CBC Sections Ch 2308 "Bored Holes".Holes with a diameter greater than 1/3 of the member depth may bedrilled in sills if an anchor bolt is located within 9" of each side of thehole.c) Notches: Notches in stud walls shall comply with CBC Section Ch.2308 "Cutting and Notching". Notches are not permitted in anyother member except where specifically detailed.d) Holes and Notches in Engineered Wood Products: Seemanufacturer's requirements.14. Fabrication of glued laminated timbers:a) Fabrication shall be in accordance with the latest edition of AITC117-MANUFACTURING and the latest edition of ANSI/AITCA190.1-Structural Glued Laminated Timber.b) Submit shop drawings to the Engineer for review.c) Members shall be marked with a quality mark indicating thatfabrication was in accordance with ANSI/AITC A190.1.d) Camber: Provide standard camber on the main span unless notedotherwise on the drawings. Do not camber cantilevers unless notedotherwise on the drawings.15. Structural Composite Lumber / Engineered Wood Products:a) Laminated Strand Lumber (LSL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all LSL Lumber shall conform to the following minimumdesign properties:Rim BD/Stringer (UNO): Rim BD/Stringer: Studs:i) Fb = 1,700 psi i) Fb = 2,325 psi i) Fb = 2,425 psiii) E = 1,300,000 psi ii) E = 1,550,000 psi ii) E = 1,600,000 psiiii) Fv = 425 psi iii) Fv = 310 psi iii) Fv = 545 psib) Laminated Veneer Lumber (LVL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all LVL Lumber shall conform to the following minimumdesign properties:i) Fb = 2,600 psiii) E = 2,000,000 psiiii) Fv = 285 psic) Parallam Parallel Strand Lumber (PSL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all PSL Lumber shall conform to the following minimumdesign properties:Columns:Beams:i) Fb = 2,400 psii) Fb = 2,900 psiii) E = 1,800,000 psi ii) E = 2,200,000 psiiii) Fv = 190 psiiii) Fv = 290 psiiv) Fc (parallel) = 2,500 psi16. I-Joist fabrication:a) Plywood web trusses as manufactured by Truss Joist, Inc. shallconform in type and load carrying capacity to the drawings.b) Fabrication and design shall be in accordance with ICC Report No.ESR-1153c) Submit complete shop drawings and engineering calculations to theEngineer for review prior to fabrication. The shop drawings andcalculations shall be prepared under the supervision of and signed bya Civil Engineer registered in the State of California. The shopdrawings shall include all measures necessary to protect the trussesduring transportation and storage, all methods and materialsrequired to stabilize and plumb the trusses during erection, and allbridging, blocking, web stiffeners and bracing required by themanufacturer.17. Truss plate wood truss fabrication:a) Trusses shall conform in size, type and vertical and lateral loadcarrying capacity to the drawings.b) Fabrication and design shall be in accordance with the latest editionof the Truss Plate Institute's (TPI) "Design Specification for MetalPlate Connected Wood Trusses."c) Submit complete shop drawings and engineering calculations to theEngineer for review prior to fabrication. The shop drawings andcalculations shall be prepared under the supervision of and signed bya Civil Engineer registered in the State of California. The calculationsshall include the effects of chord bending between panel points aswell as the effects of lateral loads noted on the drawings. The shopdrawings shall include all measures necessary to protect the trussesduring transportation and storage, all methods and materialsrequired to stabilize and plumb the trusses during erection, allhangers and hardware required to resist specified vertical loads(including uplift at cantilevered and multi-span trusses) when thetrusses do not bear on framed walls or beams and all bridging,blocking and bracing required by the manufacturer and TPI.FASTENERS IN HARDENED CONCRETE1. Substitution requests for products other than those listed below and notedin plans and details may be submitted to the SEOR for review. Substitutionsmay be considered for products having a code report recognizing theproduct for the appropriate application and project building code.2. Locate existing reinforcement prior to installation of fasteners.Reinforcement shall not be cut unless approved by the SEOR.3. Anchors that will be exposed to weather shall be stainless steel or hot dipgalvanized material unless noted otherwise.4. Adhesive Anchors:a) Adhesive anchors using Simpson SET-3G Epoxy shall be installed inaccordance with the ICC Report No. ESR-4057 & the manufacturer'sprinted installation instructions.b) Installation of adhesive anchors shall be performed by personneltrained to install adhesive anchors.c) Concrete shall have a minimum age of 21 days, and the designconcrete strength (f'c) shall be met.d) Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener length shall beprovided as required by the manufacturer for the specified nominaldimensions. Holes shall be dry, oil- and dust-free.e) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.f) Holes shall be drilled with a hammer drill with carbide tipped bits.g) In areas receiving adhesive anchors, all existing reinforcement shallbe located in order to avoid damaging the reinforcement whileinstalling the anchors.h) Periodic special inspection is required for the installation of adhesiveanchors, except continuous special inspection is required at overhead(vertically up or upward inclined) installations. Installation of adhesiveanchors horizontally or upwardly inclined to support sustainedtension loads shall be performed by personnel certified by anapplicable certification program.5. Screw Anchors:a) Screw anchors using carbon steel or stainless steel Simpson Titen HDconcrete anchors shall be installed in accordance with IAMPO UESER-493 & the manufacturer's printed installation instructions.b) Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.c) Hole depth & diameter shall be as indicated on the drawings.d) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.e) Holes shall be drilled with a hammer drill with carbide tipped bits.f) In areas receiving screw anchors, all existing reinforcement shall belocated in order to avoid damaging the reinforcement while installingthe anchors.g) Periodic special inspection is required for the installation of screwanchors.6. Expansion Anchors:a) Expansion anchors using carbon steel or stainless steel SimpsonStrong Bolt 2 shall be installed in accordance with ICC Report No.ER-3037 & the manufacturer's printed installation instructions.b) Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.c) Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener length shall beprovided as required by the manufacturer for the specified nominaldimensions. Holes shall be dry, oil- and dust-free.d) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.e) Holes shall be drilled with a hammer drill with carbide tipped bits.f) In areas receiving expansion anchors, all existing reinforcement shallbe located in order to avoid damaging the reinforcement whileinstalling the anchors.g) Periodic special inspection is required for the installation ofexpansion anchorsStructural Sheet IndexSheet NumberSheet TitleS1.1General NotesS1.2Typical DetailsS2.1Foundation PlanS2.2Mechanical Ceiling Framing PlanS2.3Roof Framing PlanS3.1DetailsS4.1Equipment Details WHEREOCCURSTREAT END w/ PRESERVATIVE AT CURB2'-0"58"∅ AB @4'-0", TYP UNOTOP PLATE SPLICEPER2x SOLID BLKG @PLYWOOD BLKG &@ 6'-0" MAXEND OF SILL PLATE ORNOTCH OR HOLE WIDERTHAN 13 PLATE WIDTH42S1.2WINDOW SILL, NOSPLICES ALLOWED(1) 16d FOR EA 2" OFNOMINAL HDR DEPTH- (2) 16d MIN*=12" MAXIMUM 4 12" MINIMUM(2) 2x CONT TOPPLATE, UNO(2) 16d @ 2x4 STUDS(3) 16d @ 2x6 & 2x8STUDS***TOP PLATE SPLICEPER42S1.2WALL HTOPENING WIDTHW ≤ 4'-0"4'-0" ≤ W ≤ 6'-0"6'-0" ≤ W ≤ 10'-0"(1) 2x(2) 2x4x(2) 16d END NAIL(2) 16d END NAIL, EA 2x(2) A34(1) 2x (1) 2x(2) 2x4xA34A34(2) A34A34A34(2) A34WINDOW SILLSILL SILL CONNTRIMMMERKING STUDSTUD TOP CONN BOT CONNW ≤ 4'-0"4'-0" ≤ W ≤ 6'-0"6'-0" ≤ W ≤ 10'-0"(1) 2x(2) 2x4x(3) 16d END NAIL(3) 16d END NAIL, EA 2x(2) A35(1) 2x (1) 2x(2) 2x4xA35(2) A35A35(2) A351. SEE PLAN WHERE SPECIFIC INFORMATION OR DETAILS MAY APPLY2. STUDS SPACED @ 16" MAX, UNO3. CONNECT MULTIPLE PLYS w/ 10d @ 12" UNO4. INSTALL KING STUD CONNECTORS PRIOR TO INSTALLING TRIMMERMINIMUM CONNECTIONS @ OPENINGS, UNO PER PLANHT ≤10'-0"10'-0" ≤ HT≤ 16'-0"A35 A35(1) 2x(1) 2x(1) 2x(1) 2xSHEATHING NOTES:1. PROVIDE WOOD STRUCTURAL PANELSHEETS NOT LESS THAN 2'-0" INLEAST DIMENSION NOR LESS THAN8'-0" SQ FEET IN AREA. USE FULLSHEETS WHEREVER POSSIBLE.2. PLACE WOOD STRUCTURAL PANELSHEET WITH FACE PLIESPERPENDICULAR TO JOISTS ANDSTAGGER 4'-0" EDGES AS SHOWN.3. COORDINATE JOIST LAYOUT WITH4'-0" MODULE.STAGGER END POINTS4'-0" TYP2'-0" MIN42-1/4" = 1'-0"41Typical Wood DiaphragmSTAGGERED PANELEDGES, TYPCONTINUOUSPANEL EDGES, TYPDIAPHRAGMBOUNDARYBLKG @ UNSUPPORTEDEDGE WHERE OCCURSPER PLANEDGE OF ROOF/FLOOR AND/OREXTERIOR WALL BELOWBN, TYPJOISTS OR RAFTERSPLYWOOD SHEATHINGSEE PLANNOTE:FOR ALL INFONOT SHOWN ORNOTEDSEE TYP FRAMINGDETAIL1" = 1'-0"21Typical Beam Bearing At Header34-ADD'L STUDSTO MATCHSTUDS ABOVEBEAM PER PLANDBL TOP PLATEPER PLANPROVIDE BUILTUP POST UNDERBEAM, FULLWIDTH OR POSTPER PLANHDR PER PLANTRIMMER & KING PERPLAN OR TYP DETAILNTSTypical I-Joist Web Stiffener22(3) 8d CLINCHEDPS1 OR PS2 SHEATHING w/ FACE GRAINVERTICAL WEB STIFFENER EA SIDE WHEREREQUIRED PER PLAN OR DETAILS:-TJI 110: 5/8" x 2-5/16" WIDE MIN-TJI 210 3/4" x 2-5/16" WIDE MIN-TJI 230 & 360 7/8" x 2-5/16" WIDE MIN-FOR TJI 560 OR OTHER JOIST MFR SEEMFR RECOMMENDATIONSTIGHT FIT1/8" MINIMUM GAP,2-3/4" MAXIMUM1/8"GAP TYP 3/8"MIN TYP1/4" STAGGER TYPWHERE SPACING IS LESS THAN 3"1 1/2" = 1'-0"32Typical Beam Pocket1 1/2" = 1'-0"42Diaphragm NailingPOST PER PLANUNDER BEAMBEAM PER PLANPLYWOOD FILLERWHERE REQUIRED2x STUD EA SIDE OF BEAM w/(4) 16d TO BM & 16d @ 12" TOPOSTS ABOVE AND BELOW &A34 EA SIDE TO TOP PLATEPOST ABOVE BM TO MATCHPOST BELOW3" = 1'-0"52Truss Clip @ Non-Bearing Wall3" = 1'-0"51Truss Clip @ Non-Bearing Wall14" TO 12" CLEAR GAP14" TO 12" CLEAR GAPNON-BEARING WALLDTC CLIP @ EA TRUSS,UNO - FOR 12" TO 1 14"GAP USE HTC4 CLIPNAILS SHOULD NOT BEDRIVEN COMPLETELY FLUSH(116" GAP BTWN NAIL HEAD &CLIP) ALLOW FOR VERTICALTRUSS MOVEMENT - CNTRNAILS IN SLOTBOT CHORD OF TRUSS OR 2x4BLKG @ 24" @ PARALLELTRUSS CONDITIONNAILS SHOULD NOT BEDRIVEN COMPLETELY FLUSH(116" GAP BTWN NAIL HEAD &CLIP) ALLOW FOR VERTICALTRUSS MOVEMENT - CNTRNAIL IN SLOTDTC CLIP @ 24", UNO -FOR 12" TO 1 14" GAP USEHTC4 CLIPTRUSS PER PLANNON-BEARING WALL12" MIN @ 1/2" GYP16" MIN @ 5/8" GYPDS CLIP @ 16"CEILING SHTG PERARCHDS CLIP @ 16"CEILING SHTG PERARCHd1 1/2" = 1'-0"54Typical Blocking ConnectionPLANELEVATIONBLOCKING w/ 10d TOENAILS OR END NAILS UNOAS SHOWN IN ELEVATIONTOTAL 10d NAILS (TOE OR END) = d/3 MIN(USE NOMINAL DEPTH, ROUND UP) -ALTERNATE SIDE IF TOE NAILS ARE USED2 3/4"12" MIN1 1/2" = 1'-0"2 3/4"12" MINSDWC15450 (4 12")UNO ON ONE ORBOTH SIDES3" +/- 14" @SDWC15600 (6") - NOTFOR USE @ MUD SILL10°-30°10°-30°Typical SDWC "Toe" Screw53NOMENCLATURE EXAMPLEALL SSMA PRODUCTS HAVE A FOUR-PART IDENTIFICATION CODE THAT IDENTIFIES THE WEB DEPTH,FLANGE WIDTH, STYLE, AND MIL THICKNESS.FLANGE WIDTH(EXAMPLE: 158" = 1.625" = 162 x 1100 INCH)ALL FLANGE WIDTHS ARE GIVEN IN 1100 INCH.STYLE(EXAMPLE: STUD OR JOIST SECTION = S)NOMENCLATURE USES THE FOLLOWING FOURCHARACTERS TO DESIGNATE THE PROFILES = STUD OR JOIST SECTIONST = TRACK SECTIONSU = CHANNEL SECTIONSF = FURRING CHANNEL SECTIONSMIL THICKNESS(EXAMPLE: 0.054" = 54 MILS; 1 MIL = 11000 INCH)MIL THICKNESS IS THE MINIMUM BASE STEELTHICKNESS MEASURED IN 11000 INCH.MINIMUM BASE STEEL THICKNESS REPRESENTS95 PERCENT OF THE DESIGN THICKNESS.MEMBER WEB DEPTH(EXAMPLE: 6"=600 x 1100 INCH)ALL MEMBER DEPTHS ARE GIVEN IN 1100INCH.FOR ALL "T" SECTIONS, MEMBER DEPTHIS THE INSIDE TO INSIDE DIMENSION.S60016254_3/4" = 1'-0"23Cold Form Steel NomenclatureNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S1.2TYPICAL DETAILSFASTENING SCHEDULE (ADAPTED FROM CBC TABLE 2304.10.2)NO. DESCRIPTION OF BUILDING ELEMENTSNUMBER AND TYPE OFFASTENERSPACING ANDLOCATIONROOF1.BLOCKING BETWEEN CEILING JOISTS, RAFTERSOR TRUSSES TO TOP PLATE OR OTHERFRAMING BELOW(3) 8d COMMON(2 12" x 0.131")EACH END, TOENAILBLOCKING BETWEEN RAFTERS OR TRUSS NOTAT THE WALL TOP PLATE, TO RAFTER ORTRUSS(2) 8d COMMON(2 12" x 0.131")EACH END, TOENAIL(2) 16d COMMON(3 12" x 0.162")END NAILFLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON(3 12" x 0.162") @ 6" O.C.FACE NAIL2. CEILING JOISTS TO TOP PLATE(3) 8d COMMON(2 12" x 0.131")EACH JOIST, TOENAIL3. CEILING JOIST NOT ATTACHED TO PARALLELRAFTER, LAPS OVER PARTITIONS (NO THRUST)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)(3) 16d COMMON(3 12" x 0.162")FACE NAIL4.CEILING JOIST ATTACHED TO PARALLELRAFTER (HEEL JOINT)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)PER TABLE 2308.7.3.1FACE NAIL5.COLLAR TIE TO RAFTER(3) 10d COMMON(3" x 0.148")FACE NAIL6.RAFTER OR ROOF TRUSS TO TOP PLATE(SEE SECTION 2308.7.5, TABLE 2308.7.5)(3) 10d COMMON(3" x 0.148")TOENAIL7.ROOF RAFTERS TO RIDGE VALLEY OR HIPRAFTERS; OR ROOF RAFTER TO 2-INCH RIDGEBEAM(2) 16d COMMON(3 12" x 0.162")END NAIL(3) 10d COMMON(3 12" x 0.148")TOENAILWALL8. STUD TO STUD (NOT AT BRACED WALLPANELS)16d COMMON(3 12" x 0.162")24" O.C. FACE NAIL9. STUD TO STUD AND ABUTTING STUDS ATINTERSECTING WALL CORNERS (AT BRACEDWALL PANELS)16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL10.BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON(3 12" x 0.162")16" O.C. EACH EDGE,FACE NAIL11.CONTINUOUS HEADER TO STUD(4) 8d COMMON(2 12" x 0.131")TOENAIL12.TOP PLATE TO TOP PLATE16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL13.TOP PLATE TO TOP PLATE, AT END JOINTS16d COMMON(3 12" x 0.162")EACH SIDE OF ENDJOINT, FACE NAIL(MINIMUM 24" LAPSPLICE LENGTH EACHSIDE OF END JOINT)14.BOTTOM PLATE TO JOIST, RIM JOIST, BANDJOIST OR BLOCKING (NOT AT BRACED WALLPANELS16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL15. BOTTOM PLATE TO JOIST, RIM JOIST, BANDJOIST OR BLOCKING AT BRACED WALL PANELS(2) 16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL16. STUD TO TOP OR BOTTOM PLATE(4) 8d COMMON(2 12" x 0.131")TOENAIL(2) 16d COMMON(3 12" x 0.162")END NAIL17. TOP PLATES, LAP AT CORNERS ANDINTERSECTIONS(2) 16d COMMON(3 12" x 0.162")FACE NAILFLOOR21.JOIST TO SILL, TOP PLATE, OR GIRDER(3) 8d COMMON(2 12" x 0.131")TOENAIL22. RIM JOIST, BAND JOIST, OR BLOCKING TO TOPPLATE, SILL OR OTHER FRAMING BELOW8d COMMON(2 12" x 0.131")6" O.C. TOENAIL26. BUILT-UP GIRDERS AND BEAMS, 2" LUMBERLAYERS20d COMMON(4" x 0.192")32" O.C., FACE NAIL ATTOP AND BOTTOMSTAGGERED ONOPPOSITE SIDESAND: (2) 20d COMMON(4" x 0.192")ENDS AND AT EACHSPLICE, FACE NAIL27. LEDGER STRIP SUPPORTING JOISTS ORRAFTERS(3) 16d COMMON(3 12" x 0.162")EACH JOIST OR RAFTER,FACE NAIL28. JOIST TO BAND JOIST OR RIM JOIST(3) 16d COMMON(3 12" x 0.162")END NAIL29. BRIDGING OR BLOCKING TO JOIST, RAFTER ORTRUSS(2) 8d COMMON(2 12" x 0.131")EACH END, TOENAILNOTE:USE THE NAILING ABOVE AT MINIMUM WHERE NO FASTENING IS SPECIFIED. THE PLANS ORDETAILS MAY HAVE MORE STRINGENT REQUIREMENTS FOR SIMILAR BUILDING ELEMENTS 2134567BDA8BDC2134567814S3.1TYP(E) FOOTINGS TYPPOST PER S2.2 w/ABU POST BASE w/58"Ø TITEN HD w/MIN 412" EMBED(E) FRAME COL TYPNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S2.1FOUNDATIONPLANNORTHFoundation PlanSCALE: 1/8" = 1'-0"FLATWORK BY OTHERS(E) CONC FTG, VIF(N) 2x6 @ 16" BEARING WALL 1(E) WALL NOT IN SCOPE(E) CMU WALL(N) 2x4 @ 16" (MIN) NON-BEARING WALL(N) 2x4 @ 16" (MIN) BEARING WALL 1(E) BEARING WALL 1(E) STRUCTURE - NOT IN SCOPELEGENDLEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG 6 0 CEILI N G J O I S T @ 1 6 "1112212S3.133(E) FRAME COL TYP6x6CH16x6CH1170#170#170#155#105#4620#5513S3.1ENGINEERED WOOD PRODUCT SCHEDULEVERSALAM 2.2 3100 8d @ 3" OR 10d @ 4"BOISE CASCADENOTES:1. FOR LVL'S SPECIFIED 3-1/2" OR WIDER MULTIPLE 1-3/4" LVL'S MAY BE USED.CONNECTION PER NOTE 2.2. MULTIPLE PLY MEMBERS ARE TO BE CONNECTED w/ (3) ROWS 16d @ 16" - STAGGERROWS & PROVIDE 3" BTWN ROWS, OR AS NOTED IN REFERENCED DETAILS.3. MINIMUM NAIL SPACING FOR NARROW FACE OF BEAMS. SUBSTITUTION OF OTHERPRODUCTS MAY AFFECT NAIL SPACING REQUIREMENTS & MUST BE REVIEWED BYENGINEER PRIOR TO INSTALLATION TO VERIFY THAT THE PRODUCT MEETS ALL OFTHE DESIGN REQUIREMENTS.4. MINIMUM NAIL SPACING TO NARROW FACE/EDGE OF MEMBER UNLESS OTHERWISESPECIFIED BY MANUFACTURER. NAIL SPACING TO WIDE FACE IS SAME AS PERMITTEDBY CODE FOR SAWN LUMBER & MUST BE SUFFICIENT TO PREVENT SPLITTING.5. WHERE LVL IS CALLED OUT ON PLAN w/o SIZE SPECIFIED, USE 1-3/4" LVL (DEPTH TOMATCH ADJACENT FRAMING) w/ ITS OR HUS HANGER WHERE REQUIRED.6. HOLES AND NOTCHES ARE NOT PERMITTED EXCEPT WHERE ALLOWED (w/o LOADREDUCTIONS) BY MANUFACTURER'S PUBLISHED DATA.1-1/4" VERSA-STRAND 8d&10d @ 4" OR 16d @ 6"MINIMUM NAIL SPACING2.2E PARALLAM1-1/4" LSLTYPE/REFERENCE(3)VERSALAM 2.0 2800 8d @ 3" OR 10d @ 4"(1)2.0E MICROLLAM(4)I-LEVELLVLRIM BD (UNO)PSLRFI FOR SUBTITUTE RFI FOR SUBTITUTEPER PLANI-JOISTNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.CEILING FRAMING NOTESNotes:(1) CEILING SHEATHING SHALL BE 1/2" WOOD STRUCTURAL PANELS INSTALLED WITH FACEGRAIN PERPENDICULAR TO SUPPORTS, GLUED AND NAILED W/ 10d @ 6" ALL BOUNDARIESAND PANEL EDGES (BN) AND 10d @ 12" FIELD NAILING. (PANEL SPAN RATING 32/16).STAGGER JOINTS AS SHOWN.(2) PROVIDE PANEL BOUNDARY NAILING (BN) TO ALL BEAMS, JOISTS, BLOCKING, ETC. TOWHICH SHEET METAL STRAPS ARE ATTACHED AND WHERE INDICATED ON PLANS.(3) FOR TYPICAL DETAILS NOT REFERENCED SEE S1.X SHEETS.(4) PROVIDE POST PER PLAN UNDER ALL BEAMS, WHERE NO POST IS CALLED OUT PROVIDEMULTIPLE 2x POSTS (TO MATCH BEAM WIDTH W/IN 12") OR FULL WIDTH POST UNDERBEAM. NAIL BUILT UP 2x POST MEMBERS W/ 16d @ 12". CONNECT POSTS & BEAMS PERTYPICAL DETAIL UNO.(5) USE LUS HANGERS @ JOISTS & HU OR BA HANGER @ BMS WHERE NO HANGER IS CALLEDOUT, SEE NOTE (5) OF ENGINEERED WOOD PRODUCT SCHEDULE FOR HANGER @ LVL.-_x_POST PER PLAN (MIN SIZE) w/TYPICAL BM/POST CONNECTIONPCZ CAPEPCZ CAPCCQ CAPECCQ CAPCBTZ TIETYPICAL POCKET BEAM CONNECTIONSEE REFERENCED DETAILPOST & CONNECTION SCHEDULETPCEPCQECCBK-NOTE: PROVIDE POST PER PLAN UNDER ALL BEAMS,WHERE NO POST IS CALLED OUT PROVIDE MULTIPLE 2xPOSTS (TO MATCH BEAM WIDTH W/IN 12") OR FULLWIDTH POST UNDER BEAM. NAIL BUILT UP 2x POSTMEMBERS W/ 16d @ 12". CONNECT POSTS & BEAMSPER TYPICAL DETAIL UNO.SPECIFIC PLAN NOTES1. CEILING MOUNTED FAN COIL UNIT PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL2. CEILING MOUNTED CENTRIFUGAL INLINE FAN PER MECH.ASSUMED WEIGHT AS SHOWN. SEE FOR SUPPORTDETAIL3. PROVIDE 3" GAP AT NEW POST OR WALL TO (E) FRAME4. CEILING MOUNTED KITCHEN EXHAUST HOOD BELOW PERMECH. ASSUMED WEIGHT AS SHOWN. SEE FORSUPPORT DETAIL5. CONT LEDGER FROM (E) FRAME TO (E) FRAME -CANTILEVER PAST GARAGE DOOR INFILL FRAMING44S3.1S2.2MECHANICALCEILINGFRAMING PLANNORTHCeiling Framing PlanSCALE: 1/8" = 1'-0"(E) WALL NOT IN SCOPE(E) CMU WALL(E) STRUCTURE - NOT IN SCOPELEGEND44S3.1(N) 2x6 @ 16" BEARING WALL 1(N) 2x4 @ 16" (MIN) NON-BEARING WALL(N) 2x4 @ 16" (MIN) BEARING WALL 1(E) BEARING WALL 143S4.1LEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG P44(E) FRAME BM TYP(E) FRAME COL TYP155#90#150#235#235#235#NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S2.3ROOF FRAMINGPLANNORTHRoof Framing PlanSCALE: 1/8" = 1'-0"(E) WALL NOT IN SCOPE(E) CMU WALL(E) BEARING WALL 1(E) STRUCTURE - NOT IN SCOPELEGENDSPECIFIC PLAN NOTES1. ROOF MOUNTED HEAT PUMP CONDENSING UNIT PERMECH. ASSUMED WEIGHT AS SHOWN. SEE FORSUPPORT DETAIL2. ROOF MOUNTED EXHAUST FAN PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL3. ROOF MOUNTED INTAKE HOOD PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL4. 800S250-97 ROOF PURLIN w/ CONNECTIONS EA END PER11S4.141S4.141S4.112S4.1LEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG & (2) SDWS0.22x6"TO EA BLKG2"3" TYP H6 @ 5'-4" STUD TO JOISTCONT 114" RIM BD w/ 10d TOENAIL TO TOP & BOT FLANGEEA JOIST & (2) 16d TO EA STUD& BLKG & A34 @ 4'-0" TO TOPPLATE1" = 1'-0"21Mechanical Ceiling Section1" = 1'-0"31Mechanical Ceiling Section4x SOLID BLKGNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-BN2x SOLID BLKG114" RIM BD SOLID BLKG w/A34 @ 4'-0" TO TOP PLATENOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-CEILING JOIST PER PLAN w/ 8dEA SIDE TO DBL TOP PLATE &WEB STIFFENER AT WALL -CONT OVER WALL UNONON-BEARING WALLWHERE OCCURSDRYWALL PERARCH & PLANENENBNDRYWALL PER ARCH& PLAN BOTH SIDESENBNENSLEEPER TYPBLKG UNDER UNIT EDGE TYPSHEATHING PER CEILINGFRAMING NOTES2x4 RIM w/ (2) 10dTO EA SLEEPER3" MINTYP1" = 1'-0"43Mechanical Ceiling Equipment MountingMECH UNIT PER PLAN ATTACH PER MFR -MIN (4) 716"Ø x 4" LAG SCREWS THRUINTEGRAL BASE TO SLEEPERS/BLKG w/ MIN3" PENETRATION INTO SLEEPERS/BLKGCEILING JOISTS PER PLAN4x6 FLAT BLKG EA SIDE OFUNIT w/ 6" SDWC TOE SCREWTO EA SLEEPERUNIT PER MECH - ATTACH PER4x6 FLAT SLEEPER EA END & @ 32"OVER MIN (3) JOISTS w/ 6" SDWCTO EA JOIST - COUNTER SINK MINREQ'D TO GET 112" PENETRATIONIN JOIST FLANGECEILING JOIST BELOW1" = 1'-0"44Mechanical Ceiling Equipment Mounting Plan43-6" MINTYP43-BEAM PER PLANCEILING JOIST PERPLAN w/ IUS HGRTO BM TYPBN1" = 1'-0"12Mechanical Ceiling Section3" CLR(E) CMU WALL1" = 1'-0"22Mechanical Ceiling Sect. @ CMUNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-(3) 10d EA BLKCEILING JOIST PERPLAN w/ (3) 10dTHRU WEB & WEBSTIFFENER @ BLKGCONT 114" RIM BD w/ A34 TOEA BLKG & A34 @ 4'-0" TOTOP PLATE1 14" RIM BD BLKG @ 6'-0"w/ A34 TO DBL TOP PLATENOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-1" = 1'-0"13Mechanical Ceiling SectionNOTE:FOR ALL INFO NOTSHOWN OR NOTEDSEE22-31-ENSDS14x3" @ 24"(E) GIRT TO DBLPLATE(E) METAL BUILDING WALL(E) GIRTCEILING JOISTPER PLAN134" LSL or LVL LEDGER w/(2) SDWS0.22x6" TO EASTUD & (2) SDWS0.22x6"TO EA BLKG(N) INFILL WALL PER PLANBN 2x PTDF SILL PLATE w/38"∅ TITEN HD @ 4'-0"w/ 312" EMBED3/4" = 1'-0"14Typ. Wall Connection @ SlabENDRYWALL PERARCH & PLAN(E) CONC SLAB(E) 5" VIF(N) 15 MIL ASTM 1745 VAPORBARRIER w/ 6" OVERLAPWHERE (E) VAPOR BARRIEROCCURS - SEAL PER MFR(E) COMPACTED EARTH- COMPACT BOTTOMOF EXCAVATION WITHJUMPING JACK(N) COMPACTED FILL 6" BELOW PIPEOR 12" TO UNDERSIDE OFSLAB, WHICHEVER IS HIGHERPLUMBING BY OTHERS, RECOMMENDEDTO WRAP w/ MIN (6) LAYERS OF 1/8"FOAM OR OTHER FLEXIBLE BUFFERELECTRICAL CONDUITS WHEREOCCURS(E) 6 MIL VAPORBARRIER WHEREOCCURS(N) INFILL CONCRETE - SAWCUT ATINTERSECTING SAWCUT LINESCONT #3 @ 12" ((2) MIN) - CNTR IN SLAB#3 DOWELS @ 12" EACH SIDE,DRILL & EPOXY w/ 4" MINEMBED - CNTR IN SLAB(E) CONC SLAB & REINF(E) 5" VIF PER PLANVERIFY w/ OTHER DISCIPLINES24" MAX4 1/2"TYP1" = 1'-0"34Typical Slab Infill Detail Trench6" MIN 4" MIN NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S3.1DETAILS Unit Attachment6x6 PTDF SLEEPER - ON BOTH SIDESOF UNIT SPANNING PURLIN-TOPURLIN BTWN ROOF PANEL RIBS(E) PBR ROOFPANEL(N) PURLIN PER PLAN AT BOTH ENDS OF UNITw/ RCA-C TO EA SLEEPER w/ (4) #10 SMS TOPURLIN IN OUTER HOLES (4A FASTENERPATTERN PER MFR) & 12"∅ HDG LAG SCREWTO EA SLEEPER - FASTEN w/ #12 SMS @ 12"TO (E) ROOF PANEL (MAY BE INSTALLEDFROM UNDERNEATH)CNTR LAG SCREWS ONBEAM & SLEEPER(E) ROOFINGNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-6" MINTYP2 1/2" MINEMBED @ LAG TYP 31-(E) PURLIN2" MIN6" MAXNOTE:ATTACH (N) PURLINS TO (E)FRAME BEAMS PERTYP UNO12-1" = 1'-0"41Rooftop Unit AttachmentUNIT & CURB PER MECH w/FASTENERS TO OPENING FRAMING(THRU (E) METAL DECK) PER MFR,#12 SMS @ 12" MINOPENING PER PLAN12" MAX600S200-54 MIN FRAMING ON BOTH SIDES OFOPENING & UNDER CURB w/ SSC4.25 EA END w/(4) #10 SMS EA LEG (OUTER PATTERN PER MFR)NOTE:ATTACH (N) PURLINS TO (E)FRAME BEAMS PERTYP UNO12-(N) PURLIN PER PLAN AT BOTH ENDS - FASTENw/ #12 SMS @ 12" TO (E) ROOF PANEL (MAY BEINSTALLED FROM UNDERNEATH)1 1/2" = 1'-0"12Typical Purlin Attachment to (E) Frame Beam(N) PURLIN PER PLAN -AT MIN EXTEND TO FAREDGE OF (E) FRAME BEAM(E) FRAME BEAML6x6x516 MIN w/ (2) 12"Ø MB w/ STDWASHER TO (N) PURLIN & (4) 12"Ø MBw/ LINDAPTER LA50 CLAMPS TOUNDERSIDE OF (E) FRAME BEAMFLANGE - CNTR ON (E) FRAME BEAMEQ3"1" 3"2" 3 1/4"1 1/4"1"TYP1 1/2"APLANAEQ1 1/2" MINTO END OF PURLIN2 "MIN45°MAX3 1/2"MIN TYP 6" MAXOFFSETOFFSET OF STRUTONLY AS REQ'D FORBOLT INSTALLATION3" MAXOFFSET MOUNTING LOCATION PER MFR TYP - ATTACH TOSUSPENSION ROD OR TO STRUT w/ 38"Ø MIN MBP1000 STRUT @ EACHVERTICAL ROW OFSUSPENSION RODS TYPP1000 STRUT KICKER TYPCONT P1000LONGITUDINAL STRUT TYP(E) STUD WALL4x6 BLKG IN STUD BAYSw/ STRUT ATTACHMENT54-44-1" = 1'-0"44Kitchen Hood Section1" = 1'-0"54Kitchen Hood SectionCEILING JOIST PER PLANSUSPENSION ROD PER PLAN w/NUT & WASHER TOP & BOT OFSLEEPER OR STRUT (SOLID FACE)STIFFEN SUSPENSION ROD PERPLAN w/ P1000 (8" SHORTERTHAN ROD MAX) & P2485K@15" MAX @ BRACE LOCATION4x6 FLAT SLEEPER SPANNING BTWNJOISTS CNTRD ON EA SUSPENSIONROD w/ 6" SDWC EA END TO JOISTOFFSET OF SUSPENSIONROD ONLY AS REQ'D TOAVOID JOISTS3'-8 7/16"PER MFR3'-11 15/16"PER MFR3'-8 5/8"PER MFR3'-5 1/2"PER MFR 4"TYP(3) 10d TO BLKG TYP134" LVL BLKG AT STRUTKICKER w/ A34 EA SIDE EA END38"Ø MIN SUSPENSION ROD TYPAT HOOD MOUNTING HOLE PERMFR OR OFFSET AS REQ'D -STIFFEN PER REF'D DETAILWHERE KICKER IS CONNECTED2" MINTYP2" MINTYPSTRUT KICKER TYP w/ SPF 100OR 200 TO SUSPENSION RODOR TO STRUT w/ 38"Ø MIN MB &P1068 TO BLKG w/ 12"Ø MB EALEG - PROVIDE CHANNEL NUT &TORQUE TO RESIST SLIDING TOALL STRUT CONNECTIONS1" = 1'-0"43Kitchen Hood PlanCONNECT STRUT TO STRUT w/ 38"Ø MIN MBTYP - PROVIDE CHANNEL NUT & TORQUE TORESIST SLIDING TO ALL STRUT CONNECTIONSRUN STRUT TO WALL w/ P1068 TOBLKG w/ 12"Ø MB EA LEG - PROVIDECHANNEL NUT & TORQUE TO RESISTSLIDING TO ALL STRUT CONNECTIONSNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE43-NOTE:FOR ALL INFO NOTSHOWN OR NOTEDSEE43-31S3.1NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S4.1EQUIPMENTDETAILS 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2GENERALM0.0MECHANICAL GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2THESE DRAWINGS ARE A GENERAL GRAPHIC PRESENTATION OF THE WORK. DUCTWORK, PIPING, ANDEQUIPMENT, AS SHOWN, ARE SCHEMATIC. FABRICATE AND INSTALL BASED ON ACTUAL FIELDMEASUREMENT. COORDINATE WITH OTHER TRADES. ADHERE TO LOCATIONS AS CLOSELY ASPOSSIBLE, VARY RUNS OR SHAPE OF DUCTWORK AS REQUIRED TO MEET STRUCTURAL AND OTHERINTERFERENCES AS REQUIRED BY THE ARCHITECT. PROVIDE A COMPLETE SET OF SHOP DRAWINGSREFLECTING ACTUAL DIMENSIONS, ACCESS REQUIREMENTS, AND DETAILS BASED UPON THE ACTUALEQUIPMENT PROCURED. MAINTAIN AN UP TO DATE SET OF AS-BUILT DRAWINGS AT THE JOB SITE.3THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ITEMS RELATED TO MECHANICAL SYSTEMSWITH THE WORK OF OTHER TRADES BEFORE PROCEEDING WITH PROCURING OR FABRICATION OFEQUIPMENT, DUCTWORK, PIPING ETC. ITEMS TO BE COORDINATED SHALL INCLUDE BUT ARE NOTLIMITED TO THE FOLLOWING:GRILLES, REGISTERS AND DIFFUSERS SHALL BE COORDINATED WITH THE REFLECTED CEILING PLAN.DUCTWORK LOCATIONS AND POTENTIAL INTERFERENCES WITH STRUCTURAL MEMBERS, FRAMING, FIRESPRINKLER LINES, PLUMBING WASTE LINES, CABLE TRAYS AND CONDUIT.OPENINGS REQUIRED IN WALLS, FLOORS OR CEILINGS SHALL BE COORDINATED WITH THE GENERALCONTRACTOR AND/OR FRAMING CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO AVOIDREWORK. ANY REWORK REQUIRED SHALL BE AT NO ADDITIONAL COST TO THE OWNER.PRIOR TO BIDDING THE PROJECT THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THEELECTRICAL CONTRACTOR TO DETERMINE WHO WILL BE RESPONSIBLE FOR PROCURING ANDINSTALLING MOTOR STARTERS, CONDUIT FOR LOW VOLTAGE CONTROLS AND LINE VOLTAGE CONTROLDEVICES, SUCH AS SINGLE POLE SWITCHES.ACCESS TO VOLUME DAMPERS FOR BALANCING. ACCESS TO ALL EQUIPMENT, AS WELL AS PLATFORMAND CURB LOCATIONS.CONSTRUCTION OF PLATFORMS AND SHAPED RUNNERS OR OTHER MEANS TO MOUNT CURBS LEVEL.ALL PLATFORMS AND CURBS SHALL BE LEVEL UNLESS OTHERWISE NOTED OR DETAILED ON THEMECHANICAL PLANS.4REVIEW ALL DRAWINGS AND SPECIFICATIONS INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL,MECHANICAL, PLUMBING, AND ELECTRICAL. ANY QUESTIONS SHALL BE BROUGHT UP, IN WRITING, TOTHE ATTENTION OF THE ENGINEER BEFORE THE START OF CONSTRUCTION.5ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRICMOTORS, ETC. ACCESS CLEARANCE SHALL BE 30" OR AS REQUIRED BY THE EQUIPMENTMANUFACTURER, WHICH EVER IS GREATER. CONTRACTORS SHALL PROVIDE ACCESS PANELS WHEREREQUIRED. WHERE VERTICAL SPACE ALLOWS, INSTALL DUCTWORK THAT IS IN CLOSE PROXIMITY TOMECHANICAL, ELECTRICAL OR ANY OTHER ITEM THAT REQUIRES ACCESS HIGH IN THE SPACE FOR EASEOF ACCESS.6PRIOR TO ROUGH-IN, COORDINATE THE ORIENTATION OF ELECTRICAL BOXES WITH THE DIMENSIONS OFTHE DEVICE OR WALL PLATE THAT WILL BE INSTALLED IN OR ON THE ELECTRICAL BOX TO ENSURE THATTHE DEVICE IS CORRECTLY ORIENTED AND THE BOX IS PROPERLY ALIGNED TO BE COVERED BY THEDEVICE OR WALL PLATE.7HANDLE, STORE AND INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.8BRACE AND SUPPORT PIPES, CONDUIT, AND DUCTWORK IN ACCORDANCE TO SMACNA GUIDELINES FORSEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING PIPING SYSTEM.9REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS,REGISTERS, GRILLES, AND ACCESS PANELS.10ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS.INCREASE OUTER DUCT DIMENSION AS REQUIRED TO ACCOUNT FOR THE THICKNESS OF INTERNALLINING WHERE APPLICABLE.11INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHALL CRITERIA AND SHALL NOTEXCEED FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-223, AND UL 723.12INSULATE PIPING AND DUCTWORK IN ACCORDANCE TO THE GOVERNING CODES.13COMMISSION AND START-UP THE MECHANICAL SYSTEMS TO ASSURE A COMPLETE AND OPERATIONALHVAC SYSTEM IN ACCORDANCE WITH ASHRAE AND NEBB.14ALL SQUARE ELBOWS IN SUPPLY DUCTWORK SHALL HAVE TURNING VANES. PROVIDE MANUAL VOLUMEDAMPER AT EACH BRANCH DUCT TAKE-OFF SERVING EACH AIR TERMINAL DEVICE. PROVIDE BALANCINGDAMPERS FOR EACH MAIN DUCT TAKE-OFF IN ACCORDANCE TO SMACNA IN ORDER TO ASSURE ACOMPLETELY BALANCED SYSTEM.15CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TOCONTROL COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED AT THE HEIGHTSGIVEN BY SECTION 11B-308.1 OF THE 2022 CBC. NOTIFY THE ARCHITECT IMMEDIATELY IF THE MOUNTINGHEIGHTS REQUIRED BY THE 2022 CBC CANNOT BE OBTAINED AT THE LOCATION WHERE THE CONTROLDEVICE IS SHOWN ON THE MECHANICAL FLOOR PLANS.16DUCT SMOKE DETECTORS WHEN NOT PROVIDED PRE-INSTALLED BY THE EQUIPMENT MANUFACTURERSHALL BE INSTALLED IN THE SUPPLY AIR DUCT OF AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF2000 CFM. DETECTORS SHALL BE LOCATED BETWEEN THE SUPPLY AIR DUCT CONNECTION AT THEEQUIPMENT AND THE FIRST BRANCH DUCT OR DIFFUSER. WHERE FIRE-DETECTION OR ALARM SYSTEMSARE PROVIDED FOR THE BUILDING, ALL SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMSIN AN APPROVED MANNER, AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIABUILDING AND FIRE CODES.17ALL EQUIPMENT SHALL BE LABELED AS TO THE SPACE THEY ARE SERVING.18HABITABLE SPACE SHALL BE PROVIDED WITH A HEATING SYSTEM CAPABLE OF MAINTAINING A MINIMUMINDOOR TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR PER 2022 CBC 1203.19MATERIALS EXPOSED WITHIN ANY SPACE BEING USED AS AN AIR PLENUM SHALL BE NON COMBUSTIBLEOR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOTGREATER THAN 50, WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ONE OF THEFOLLOWING TEST METHODS: NFPA 255, METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OFBUILDING MATERIALS, ASTM E84, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL723, TEST FOR SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS.20ANY MECHANICAL EQUIPMENT THAT PROVIDES POWER TO A ENERGIZED ACCESSORY MUST BEPROVIDED WITH A NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETESYSTEM AS INSTALLED WITH THE ENERGIZED ACCESSORY. NO EXCEPTIONS.CAL GREEN CODE NONRESIDENTIAL MANDATORYMEASURESDIVISION 5.4-MATERIAL CONSERVATION AND RESOURCE EFFICIENCY5.410.4 TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEWBUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATIONSUBJECT TO 2022 CGBSC 303.1.5.410.4.2 SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS.SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE AT A MINIMUM, AS APPLICABLE TOTHE PROJECT:1. HVAC SYSTEMS AND CONTROLS2. WATER HEATING SYSTEMS3. WATER REUSE SYSTEMS5.410.4.3 PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM.AT A MINIMUM THE MECHANICAL CONTRACTOR SHALL OBTAIN THE LATEST START-UP CHECK LIST(S) FROMTHE EQUIPMENT MANUFACTURER AND PERFORM ALL TESTS AND CHECKS APPLICABLE. AFTER COMPLETIONOF THE START-UP CHECK LIST THE MECHANICAL CONTRACTOR SHALL MAKE ADJUSTMENTS TO PUT THEEQUIPMENT IN PEAK WORKING ORDER. MECHANICAL CONTRACTOR SHALL DOCUMENT ALL WORKPERFORMED. CLOSE OUT DOCUMENTATION PROVIDED TO THE GENERAL CONTRACTOR SHALL INCLUDE ALLCOMPLETED CHECK LIST(S) AND DOCUMENTATION FOR ANY WORK PERFORMED. THE GENERALCONTRACTOR SHALL SUBMIT THE CHECK LIST(S) AND WORK DOCUMENTATION TO ENGINEER OF RECORD.5.410.4.3.1 HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEWSPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THESYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTINGADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCINGBUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR ASAPPROVED BY THE BUILDING ENFORCING AGENCY.SEE SPECIFICATION SECTION 23 00 13 FOR HVAC BALANCING REQUIREMENTS.5.410.4.4 REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINALREPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.5.410.4.5 OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER ORREPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OFGUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHAREQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.5.410.4.5.1 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTSREQUIRED BY THE ENFORCING AGENCY.DIVISION 5.5-ENVIRONMENTAL QUALITYSECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURINGCONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGEFOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USERETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERSIMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THECONCLUSION OF CONSTRUCTION.5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURINGCONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITEUNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHERRELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METALOR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATERAND DEBRIS WHICH MAY ENTER THE SYSTEM.5.504.4.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECTSHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS ANDCAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENTDISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OFCERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED INSUBSECTION 2, BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS(IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOTCONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODEOF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.TABLE 5.504.4.1 ADHESIVE VOC LIMITLESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITERSPECIALTY APPLICATIONS CURRENT VOC LIMITPVC WELDING 510CPVC WELDING 490ABS WELDING 325SPECIAL PURPOSE CONTACT ADHESIVE 2501. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH THE HIGHESTVOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THISTABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168,HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF.5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OFTHE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST AMINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TOOCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BEINCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. FILTERS SHALL BE CLEARLY LABELED BY THEMANUFACTURER INDICATING THE MERV RATING.EXCEPTIONS:1. EXISTING MECHANICAL EQUIPMENT.SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIABUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS).FOR ADDITIONAL MEASURES NOT APPLICABLE TO LOW-RISE RESIDENTIAL OCCUPANCIES, SEE SECTION5.407.2 OF THIS CODE.SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS,MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE 2022CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, ANDDIVISION 1, CHAPTER 4 OF CCR, TITLE 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMANDCONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED INACCORDANCE WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA ENERGY CODE, SECTION 120.1(C)(4).SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATIONAND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSIONEQUIPMENT THAT DO NOT CONTAIN CFCS.5.508.1.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOTCONTAIN HALONS.CAL GREEN CODE NONRESIDENTIAL MANDATORYMEASURESSECTION 702.1 INSTALLER TRAININGHVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVACSYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING ORCERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THEDIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVACSYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVACTRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOTLIMITED TO THE FOLLOWING:1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.2. PUBLIC UTILITY TRAINING PROGRAMS.3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATE-WIDE ENERGY CONSULTINGOR VERIFICATION ORGANIZATIONS.4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCYMECHANICAL ABBREVIATIONSACAIR CONDITION, AIR CONDITIONING, AIRCONDITIONEDHP HORSE POWERABV ABOVEHVI HOME VENTILATING INSTITUTEAFF ABOVE FINISHED FLOORHZ HERTZAFUEANNUAL FUEL UTILIZATION EFFICIENCYIDUINDOOR UNITAHJAUTHORITY HAVING JURISDICTIONIWC INCHES OF WATER COLUMNAHUAIR HANDLING UNITKW KILOWATTALUM ALUMINUMLBS POUNDSAMCAAIR MOVEMENT AND CONTROLASSOCIATIONLWT LEAVING WATER TEMPERATUREAMB AMBIENTMBH1000 BRITISH THERMAL UNITS PER HOURAP ACCESS PANELMCA MINIMUM CIRCUIT AMPSARCHARCHITECT, ARCHITECTURALMFGR MANUFACTURE OR MANUFACTURERAHRIAIR CONDITIONING, HEATING, ANDREFRIGERATION INSTITUTEMINMINIMUMASHRAEAMERICAN SOCIETY OF HEATING,REFRIGERATION, AND AIR CONDITIONINGENGINEERSMUA MAKE-UP AIRBDD BACK DRAFT DAMPER(N)NEWBOD BASIS OF DESIGNNL NOT LISTEDBEL BELOWNOM NOMINALBHP BRAKE HORSE POWERNTS NOT TO SCALEBLDG BUILDINGOA OUTSIDE AIRBTUHBRITISH THERMAL UNIT PER HOUROAI OUTSIDE AIR INTAKECA COMBUSTION AIROBD OPPOSED BLADE DAMPERCD CONDENSATE DRAINODU OUTDOOR UNITCFD CEILING FIRE DAMPEROSHPDOFFICE OF STATEWIDE HEALTH PLANNINGAND DEVELOPMENTCFM CUBIC FEET PER MINUTEPD PRESSURE DROPCONT CONTINUATIONPSIPOUNDS PER SQUARE INCHCSD CEILING SMOKE DAMPERRARETURN AIRDBDRY BULB TEMPERATUREREFREFRIGERANT, REFRIGERATIONDN DOWNRM ROOMDSA DIVISION OF THE STATE ARCHITECT RPM REVOLUTIONS PER MINUTEDTR DOWN THROUGH ROOFSA SUPPLY AIR(E)EXISTINGSEER SEASONAL ENERGY EFFICIENCY RATIONEA EXHAUST AIRSHT SHEETEC EVAPORATIVE COOLERSMACNASHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCIATIONEDB ENTERING DRY BULB TEMPERATURE SOV SHUT OFF VALVEEERENERGY EFFICIENCY RATIOSP STATIC PRESSUREEFF EFFICIENCYSS STAINLESS STEELELEC ELECTRICALSSE STEADY STATE EFFICIENCYESP EXTERNAL STATIC PRESSURESSTSATURATED SUCTION TEMPERATUREEWB ENTERING WET BULBTEMPTEMPORARY, TEMPERATUREEWT ENTERING WATER TEMPERATURETSP TOTAL STATIC PRESSUREFA FROM ABOVETYP TYPICALFC FLEXIBLE CONNECTIONTXV THERMAL EXPANSION VALVEFD FIRE DAMPERUON UNLESS OTHERWISE NOTEDFLA FULL LOAD AMPSUTRUP TO OR UP THROUGH ROOFFPMFEET PER MINUTEVD VOLUME DAMPERFSC FAN SPEED CONTROLLERVEX VEHICLE EXHAUST SYSTEMFSD FIRE/SMOKE DAMPERVRF VARIABLE REFRIGERANT VOLUMEGAGAGE, GAUGEWBWET BULB TEMPERATUREGALV GALVANIZEDWC WATER COLUMNGPM GALLONS PER MINUTEWG WATER GAUGEGYP GYPSUMWT WEIGHT EXPRESSED IN POUNDSHD HEADMECHANICAL LEGENDSYMBOLABBREVIATIONDESCRIPTIONØDIA DIAMETERɸELECTRICAL PHASECEILING MOUNTED SUPPLY OR OUTSIDE AIR DIFFUSERCEILING MOUNTED RETURN AIR GRILLECEILING MOUNTED EXHAUST AIR GRILLESIDEWALL MOUNTED SUPPLY AIR DIFFUSER, RETURNAIR GRILLE, LOUVER24X12, 24X12 FO RECTANGULAR, FLAT OVAL DUCT24X12L, 12ØLLINED DUCTSPECIALTY WRAPPED DUCT (FIRE OR OTHERSPECIALTY WRAP)RECTANGULAR SUPPLY / OA, RETURN, EXHAUST /RELIEF DUCT PASSING THROUGH PLAIN OF VIEWRECTANGULAR SUPPLY / OA, RETURN, EXHAUST /RELIEF DUCT TURNING DOWN12Ø ROUND DUCTROUND DUCT TURNING DOWN, ROUND DUCT TURNINGUP90° ELBOW WITH TURNING VAINSFLEXIBLE DUCT 60" MAX LENGTHFC FLEXIBLE CONNECTIONVD MANUAL VOLUME DAMPERCVD CABLE OPERATED VOLUME DAMPERACCESS CLEARANCEWALL CAPROOF JACKROOF CAPCEILING EXHAUST FANREFRIGERATION LINESREFRIGERATION ISOLATION VALVEAPACCESS PANEL. SIZE GIVEN INDICATES MINIMUM SIZEREQUIREDREFREF22x30 MIN APPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMENERGY ANALYSTJORGE BRAVO805.540.3363 EXT 325JBRAVO@3CENG.COMCONTROLS LEGENDSYMBOLABBREVIATIONDESCRIPTIONFSCFAN SPEED CONTROLLER. ADJACENT TEXT INDICATESASSOCIATED FANPULL STATION. ADJACENT TEXT INDICATESASSOCIATED TYPE I HOODSWITCH. ADJACENT TEXT INDICATES CONTROLLEDEQUIPMENTTHERMOSTAT. ADJACENT TEXT INDICATESCONTROLLED EQUIPMENTEF-XFSCPSKEH-XEF-XS|AC-#TSheet List TableSHEET NUMBERSHEET TITLEM0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLAN 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2SCHEDULESM0.1FAN COIL UNIT SCHEDULETAGMATCHINGUNIT TAGMAKE MODELNOMTONSREFRIGERANTFANOAICFMELECTRICAL DATAAHRI PERFORMANCEOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM SPEED ESPWATTS[BHP]FAN COILCOOLINGHEATINGPOWERV/ɸ/HZMCA MOCPBTUHSEER[SEER2]EER[EER2]IEERBTUHAT 47°FBTUHAT 17°FCOP AT47°FHSPF[HSPF2]DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 625208-230/1/608.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,3,C11/M0.2DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 500208-230/1/608.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,C11/M0.2DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 400 208-230/1/60 8.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,3,C11/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.UNIT SPECIFIC NOTES:1. PROVIDE WITH CONTRACTOR FABRICATED 2" FILTER BOX WITH MERV 13 FILTER.2. PROVIDE WITH RECTORSEAL SAFE-T-SWITCH CONDENSATE SAFETY SWITCH INSTALLED IN THE COOLING COIL OVERFLOW DRAIN CONNECTION. SWITCH SHALL BE WIRED TO THE FAN COIL CONTROLS TO SHUT THE UNIT DOWN WHEN CONDENSATE OVERFLOW ISDETECTED.3. CONTRACTOR SHALL FIELD-CONVERT THE FAN COIL FROM HORIZONTAL LEFT TO HORIZONTAL RIGHT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.CONTROL NOTES:C1. PROVIDE WITH HONEYWELL MODEL TH8321WF1001 VISION PRO WI-FI CAPABLE PROGRAMMABLE THERMOSTAT.C2. AUTOMATIC SHUT DOWN UPON SMOKE DETECTION NOT REQUIRED PER THE 2022 CMC SECTION 609, EXCEPTION 2.FC1AHPC1AFC1BHPC 1BFC2HPC2EXHAUST / SUPPLY / RELIEF FAN SCHEDULETAG MAKE MODELTYPE DRIVEPERFORMANCEMOTORACCESSORIESOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM ESP RPMOPERATINGPOWERWATTS[BHP]SONESPOWERV/ɸ/HZNOMHPBIRDGUARDBACKDRAFTDAMPERROOFCURBROOFJACKWALLCAPFSCGREENHECK SP-A125 CEILING DIRECT 100 0.251,05518 0.6 115/1/60 NA NO YES NO YES NO YES 20C14/M0.2GREENHECK SP-A125 CEILING DIRECT100 0.237 950 18 0.6115/1/60 NA NO YES NO YES NO YES20C14/M0.2GREENHECK CUE-160-VG UPBLAST DIRECT2,3700.771,138[0.56]13.4115/1/600.75NO NO YES NO NO NO1501,2,C25/M0.2GREENHECKSQ-140-VGINLINE DIRECT2,0700.731,399[0.54]12.9 115/1/60 0.75 NO YES NO NO NO NO 1553,C27/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. FAN SPEED CONTROLLERS SHALL BE PROVIDED FROM THE FACTORY WITH THE SPEED CONTROLLER INTERNALLY MOUNTED WITHIN THE FAN HOUSING AND WIRED.UNIT SPECIFIC NOTES:1. PROVIDE WITH CURB THAT IS TALL ENOUGH TO PROVIDE A 40" VERTICAL SEPARATION BETWEEN THE ROOFING MATERIAL AND POINT OF DISCHARGE OF THE EXHAUST FAN.2. PROVIDE WITH HINGED CURB CAP WITH LATCH, NON-STICK COATED WHEEL, GREASE TRAP, HEAT BAFFLE AND CLEAN-OUT PORT. FAN SHALL BE UL 705 SUPPLEMENT SC LISTED AS A POWER VENTILATOR FOR RESTAURANTEXHAUST APPLIANCES.3. PROVIDE WITH MANUFACTURER'S 2" MERV-13 FILTER BOX.CONTROL NOTES:C1. INTERLOCK FAN WITH ROOM LIGHTING CONTROLS SO THAT THE FAN ENERGIZES WHEN THE ROOM LIGHTS ARE TURNED ON. PROVIDE 5 MINUTE TIMED DELAY OFF. INTERLOCK AND TIME DELAY BY ELECTRICAL.C2. KEF-1 AND THE SUPPLY FAN IN MUA-1 SHALL BE INTERLOCKED BY THE CONTROL SYSTEM PROVIDED WITH KEH-1 SO THAT ALL FANS ENERGIZE AT THE SAME TIME. REFER TO SHEETS M0.4, M0.5, AND M0.6 FOR ADDITIONALINFORMATION.EF1EF2KEF1MUA1HEAT PUMP CONDENSING UNIT SCHEDULETAGMATCHINGUNIT TAGMAKEMODELNOMTONSREFRIGERANTELECTRICAL DATAAHRI PERFORMANCEPIPING SIZEOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCOOLINGHEATINGPOWERV/ɸ/HZMCA MOCPBTUHSEER[SEER2]EER[EER2]IEERBTUH AT47°FBTUHAT 17°FCOP AT47°FHSPF[HSPF2]LIQUIDSUCTIONDAIKINRXTA60AAVJU 5.0 R-32208-230/1/6034.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2DAIKINRXTA60AAVJU 5.0 R-32208-230/1/6034.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2DAIKIN RXTA60AAVJU 5.0 R-32 208-230/1/60 34.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. SIZE REFRIGERATION LINES PER MANUFACTURERS REQUIREMENTS FOR TOTAL DEVELOPED LINE LENGTH.HPC1AFC1AHPC1BFC1BHPC2FC2COMMERCIAL GRILLE, REGISTER, DIFFUSER, LOUVER SCHEDULETAG TYPE MAKE MODELBORDER TYPECONSTRUCTIONFINISHIMAGEREMARKSINSTALLATIONDETAILGYP BOARD CEILINGOR WALLLAY-INCEILINGCEILINGSUPPLYTITUS TDC13 STEEL WHITEMECHANICAL CONTRACTOR SHALLCOORDINATE WITH THE GENERALCONTRACTOR AND FRAMING CONTRACTORTO INSURE OPENINGS IN HARD CEILINGSAND WALLS ARE CORRECTLY SIZED TOACCOMMODATE THE SPECIFIED BORDERTYPE. NO EXCEPTIONS8/M0.2EXPOSED DUCTMOUNTEDSUPPLYTITUS S301FS 1-3/8" FLANGEALUMINUMCLEARANODIZEDPROVIDE WITH OPTIONAL ASD-AIR SCOOPDEVICE9/M0.2CEILINGSUPPLYKITCHENMAKE-UP AIRTITUS PAR-AA 13 ALUMINUMWHITEPROVIDE 24X24 FACE WITH 22X22 NECKFOR ALL LAY-IN CEILINGS. SEE FLOOR PLANFOR HARD LID NECK SIZE8/M0.2CEILING ORSIDEWALLRETURN ANDEXHAUSTTITUS350RL13STEEL WHITEMECHANICAL CONTRACTOR SHALLCOORDINATE WITH THE GENERALCONTRACTOR AND FRAMING CONTRACTORTO INSURE OPENINGS IN HARD CEILINGSAND WALLS ARE CORRECTLY SIZED TOACCOMMODATE THE SPECIFIED BORDERTYPE. NO EXCEPTIONS8/M0.2CEILING SUPPLY DEFLECTION LEGEND (EXCEPT FOR 4-WAY DEFLECTION, SHADING INDICATES ACTIVE SECTION OF DIFFUSER)2-WAY CORNER 2-WAY OPPOSITE 1-WAY3-WAY4-WAY12x12S1400CFMFDFD = FIRE DAMPERFSD = FIRE/SMOKE DAMPEROAI = OUTSIDE AIR INTAKEX"Ø = INLET SIZE (IF APPLICABLE)DIFFUSER, GRILLE, LOUVERMARK: S = SUPPLY; R = RETURN; E = EXHAUST; T = TRANSFER; L = LOUVER; O = OUTSIDE AIRNECK SIZE (length x width or length x height)OR LINEAR DIFFUSER LENGTHS1S2S3R1KITCHEN EXHAUST HOOD SCHEDULETAGEXHAUSTFAN TAGMAKE-UP AIRUNIT TAGMAKE MODEL TYPE SECTIONSOVERALL SIZE IN INCHESMATERIALHEIGHT AFFINCHESEXHAUSTCFMMUACFMWEIGHTLBSREMARKS SEEBELOWINSTALLATIONDETAILLENGTH WIDTH HEIGHTGREENHECK GXEW WALL 1 1444824430 SS WHEREEXPOSED802,3702,0706201,2,3,4,5,6,7,8,943/S4.1, 44/S4.1,54/S4.1, M0.4,M0.5, M0.6GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.UNIT SPECIFIC NOTES:1. PROVIDE WITH INTEGRAL 3" AIR SPACE AT BACK OF HOOD.2. PROVIDE WITH CEILING ENCLOSURES AT LEFT, FRONT AND RIGHT SIDE OF HOOD. COORDINATE HEIGHT WITH ROOM CEILING.3. PROVIDE WITH STAINLESS STEEL X-TRACTOR FILTERS.4. PROVIDE WITH BACKSPLASH PANEL.5. PROVIDE WITH ASP EXTERNAL SUPPLY PLENUM.6. PROVIDE WITH UTILITY CABINET ON RIGHT END OF HOOD TO HOUSE THE CONTROLS AND FIRE SUPPRESSION SYSTEM.7. PROVIDE WITH COMPLETE ANSUL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEM.8. PROVIDE WITH GKC-CV KITCHEN FAN CONTROL CENTER.9. REFER TO SHEET M0.4, M0.5, AND M0.6 FOR COMPLETE HOOD INFORMATION.KEH1KEF1MUA 1RELIEF / INTAKE / EXHAUST HOOD SCHEDULETAG MAKE MODELTHROAT SIZEINCHESTHROAT AREAIN FT²CFM SPTHROATVELOCITYFPMACCESSORIESWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILBIRD GUARDBACKDRAFTDAMPERROOF CURBGREENHECK FGI28x367.04,2950.05 614YESYESYES155NA10/M0.2IH11(FUTURE) EXHAUST / SUPPLY / RELIEF FAN SCHEDULETAG MAKE MODELTYPE DRIVEPERFORMANCEMOTORACCESSORIESOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM ESP RPMOPERATINGPOWERWATTS[BHP]SONESPOWERV/ɸ/HZNOMHPBIRDGUARDBACKDRAFTDAMPERROOFCURBROOFJACKWALLCAPFSCGREENHECKCUE-140HP-VGUPBLAST DIRECT70011,399[0.23]12.9115/1/600.5YES YES YES NO NO YES90C16/M0.2GREENHECKSQ-9-VGINLINE DIRECT 700 0.51,350[0.09]6.9 115/1/60 0.25 NO YES NO NO NO YES 1051,C17/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. FAN SPEED CONTROLLERS SHALL BE PROVIDED FROM THE FACTORY WITH THE SPEED CONTROLLER INTERNALLY MOUNTED WITHIN THE FAN HOUSING AND WIRED.UNIT SPECIFIC NOTES:1. PROVIDE WITH MANUFACTURER'S 2" MERV-13 FILTER BOX.CONTROL NOTES:C1. KEF-2 AND THE SUPPLY FAN IN MUA-2 SHALL BE INTERLOCKED SO THAT BOTH FANS ENERGIZE AT THE SAME TIME.KEF2MUA222TYPE II HOOD EXHAUST SYSTEM (MUA-2 ANDKEF-2) IS A DEFERRED SUBMITTAL. SYSTEMSHOWN HERE FOR REFERENCE ONLY.2 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2DETAILSM0.2NTSFAN COIL UNIT1FAN COILREFRIGERATIONLINESCONDENSATELINE W/ TRAPFLEXIBLE CONNECTION(TYP. OF 2)FILTER IF NOTSUPPLIED WITHUNITSAPLYWOOD FLOOR2"x2"x1/8"x3" LONG ANGLE IRONCLIP, (TYP OF 4). ATTACH TOJOISTS W/(2) 6" SDWC SCREWS &TO 4x4 W/(2) #12x3/4" LAG SCREWS4x4 SUPPORT (TYP.), PERPENDICULARTO FLOOR FRAMING, BEAR ON A MIN.OF 3 JOISTSATTACH FAN COIL TO 4x4sW/#12x3/4" TEK SCREWS W/WASHERSRACONDENSER12"Øx3" LAG SCREW W/SELF SEALING WASHERAT EACH MOUNTINGLEG. MASTIC OVERSCREWSBLOCKING IN PLATFORMNTSCONDENSING UNIT ANCHORAGE - PLATFORM2MOUNTING LEGINTEGRAL TOCONDENSING UNITPLATFORM, REFER TODETAIL 3/M0.2NTSEQUIPMENT PLATFORM3PLATFORM SIZE TO VARY WITH EQUIPMENT SIZE.MAKE PLATFORM LEVEL.3" CANT STRIPAROUND PLATFORMBUILT-UPROOFING4x4 BLOCKING FOREQUIPMENT ANCHORS.SECURE W/ SIMPSON A35HANGERS AT EACH END2x8 AT16" OCREFER TO DETAIL2/M0.3 FOR PLATFORMANCHORAGE TOSTRUCTURE3/4" PLYWOOD W/ 10d NAILS AT6" OC AROUND PERIMETERAND AT 12" OC AT OTHERSUPPORTS24 GA GALVSHEET METAL CAPSECURE FAN TO BLOCKINGWITH 1/4"Øx2-1/2" LONG LAGSCREWS2x4 SECURED TO BLOCKINGWITH SIMPSON A34HANGERS AT EACH ENDFAN ENCLOSURESECURE DUCT TO DUCTCOLLAR WITH SHEET METALSCREWSNTSCEILING EXHAUST FAN4METAL EXHAUST DUCTINTERNAL BACKDRAFT DAMPER(IF SPECIFIED)CEILING2x4 SECURED TO STRUCTURALFRAMING WITH SIMPSON A34HANGERS AT EACH ENDGRILLELONG ENOUGH TO ALLOWPROPER OPERATION OF BACKDRAFT DAMPER (IF SPECIFIED)EXHAUST DUCT FROM THEEXHAUST COLLAR AT THEHOODS TO 6" ABOVE THEROOF TO BE WRAPPED WITH 2LAYERS OF THERMALCERAMICS FIREMASTERFASTWRAP XL 2. EXHAUSTDUCT SHALL EXTEND AMINIMUM OF 18" ABOVE THEROOF SURFACE1" PVC DRAIN TOGREASE TROUGHGREASE TROUGHATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.18" MIN.40" MINSECURE BASE TOCURB W/ #12 TEKSHEET METALSCREWS 2 EASIDE (8 TOTAL)NTSKEF MOUNTING5EXHAUST FANDISCHARGE POINTTO BE A MIN OF 40"ABOVE THE ROOFROOFING TO RUNTO TOP OF CURBUNDER FAN BASENTSIN-LINE EXHAUST FAN76x BLOCKING WHEREREQUIREDRESTRAINED SPRINGISOLATORS PROVIDEDWITH FAN1/2"Ø LAG SCREW MIN. 2"EMBEDMENT INTOBLOCKINGDUCTEXHAUST FANFLEXIBLE CONNECTIONFLEXIBLE CONNECTIONGASKET ALLAROUNDAIR SCOOPADJUSTMENTSCREWFLUSH MOUNTEDGRILLEEXPOSED DUCTAIR SCOOPNTSFLUSH MOUNTED EXPOSED GRILLE9NTSDIFFUSER OR GRILLE INSTALLATION8DIFFUSER OR GRILLEDUCT INSULATION PERSPECIFICATIONSCONICAL FITTING WITH BEAD FORFLEXIBLE DUCT CONNECTION. LOCATEON TOP OF CAN AS NEEDED24 GAGE DIFFUSER CANATTACH DIFFUSER OR GRILLE TOCAN WITH (8)#12 TEK SCREWS (2)PER SIDE EQUALLY SPACEDFLEXIBLE DUCT 60" MAX LENGTH,REFER TO DETAIL 11/M0.2 FORATTACHMENTHARD CEILING2x BLOCKING ALLAROUNDATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.NTS6DUCTSECURE BASE TO CURBW/ #12 TEK SHEETMETAL SCREWS 2 EASIDE (8 TOTAL)GASKET ALLAROUNDEXHAUST FANROOFING TO RUNTO TOP OF CURBUNDER FAN BASEFACTORYFURNISHEDROOF CURBEXHAUST FAN MOUNTINGNTSINTAKE HOOD MOUNTING10GASKET ALL AROUNDSECURE BASE TO CURBW/ #12 TEK SHEETMETAL SCREWS 2 EASIDE (8 TOTAL)BACKDRAFT DAMPER(WHEN SPECIFIED)DUCTFACTORY FURNISHEDROOF CURBROOFING TO RUN TOTOP OF CURB UNDERHOOD BASEINTAKE HOODREFER TO ARCHITECTURAL FORROOFING AND FLASHINGREQUIREMENTSBACKDRAFT DAMPER(WHEN SPECIFIED)ATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.NTSFLEXIBLE DUCT CONNECTION11STAINLESS STEELWORM GEAR CLAMPOVER (2) WRAPS OFUL-181 DUCT TAPESTEP - 1:FOLD BACK JACKET AND INSULATION. SLIDE AT LEAST 1" OF CORE OVER DUCT AND PASTTHE BEAD. SEAL CORE TO DUCT WITH AT LEAST (2) WRAPS OF UL-181 LISTED DUCT TAPE.SECURE CONNECTION WITH A CLAMP PLACED OVER THE CORE AND TAPE PAST THE BEAD.OUTSIDE JACKETINSULATIONWIRE HELIX AND LININGCOREOUTSIDE JACKETINSULATIONOUTSIDE JACKETINSULATIONWIRE HELIX AND LININGCOREWIRE HELIX AND LININGCORESTEP - 2:PULL THE INSULATION AND JACKET OVER THE TOP OF THE CORE AND THE CLAMP. TUCKTHE OUTSIDE JACKET UNDER THE INSULATION.STEP - 3:INSTALL A CLAMP AROUND THE ENTIRE FLEXIBLE DUCT ASSEMBLYSTAINLESS STEELWORM GEAR CLAMPDUCTDUCTDUCT 1/2x1-1/4" LAGSCREW1/2" THROUGH BOLTW/ NUT & WASHERSROOF DECKSECURE PLATFORMTO PERLIN WITH 1/2"THROUGH BOLT W/NUT & WASHERS1/4x2x2x3" LONG CLIPANGLE (2 PER SIDEEVENLY SPACED)2x12 EQUIPMENTPLATFORM FRAMENTSEQUIPMENT PLATFORM ANCHOR23427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2DETAILSM0.3NTSROUND VOLUME DAMPER1WING NUTDAMPER REGULATOR SET10"Ø AND SMALLER: NO.KSR12"Ø TO 20"Ø: NO.KSR21"Ø AND LARGER: NO.KS-12ALL SETS TO BE "QUADRANT" TYPEHANDLEDUCT PENETRATIONS SHALL BESEALED AIR TIGHT. ALL MODELNUMBERS LISTED ARE DURO DYNE.1/8" CLEARANCE BETWEEN DAMPERAND DUCT ALL AROUNDROD CONTINUOUS ON ALL DAMPERSOVER 10"ØDAMPER, OPPOSED BLADE OR SINGLELEAF TYPEOUTSIDE CLOSED END BEARING NO.SB, SIZE AS REQUIREDPLANELEVATION11 SUPPLY PLENUM INFORMATIONPOS.HOODNO.MARKTYPELCOLLARSWLDIA.CFMINSULATEDDAMPER(S)VEL.LED LIGHT(S)WHSIZE (IN.)TYPEMOUNTINGQTYQTYSUPPLIEDTOTALCFMTOTALS.P.1KEH-1FRONTMUA12 26 5180.01239FACTORY278NO YES NO14 4ASP10351KEH-1FRONTMUA12 26 5180.01239FACTORY278NO YES NO14 4ASP1035MODELLENGTH WIDTH HEIGHTHOOD DIMENSIONS (IN.)MARKWIDTH LENGTHDIA. CFM S.P.COLLAR(S)EXHAUSTHOOD INFORMATIONHOODNO.COOKINGLOAD /DUTYRATINGHOODCONSTR.MUACFMACCFMHANGINGWEIGHTLBS.SECTIONLOCATIONTOTALCFMSUPPLY9 230.52323701144 48SINGLE24GXEW-144-S KEH-123702070549HEAVY430 SSWHEREEXPOSEDLIGHTING DETAILSQTYLGREASE FILTRATION DETAILSQTYHLOCATIONUTILITY CABINET(S)CONTROLSHOOD INFORMATIONMARKFIXTURE TYPE BULB / LAMP INFOFOOTCANDLESTYPE / INTEGRAL AIR SPACE - 3 IN WIDE - ZERO CLEARANCE 6 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED SHIPPED LOOSE EXHAUST COLLAR(S) BACKSPLASH 80.00 IN HIGH 156.00 IN LONG PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH2 FP2302 FP2452 FP2452 FP260Fryer - Full/Split Vat without Dripboard - 16"Fuel Type: GasDim: 16" L X 30" W X 36" HHazard Dim: 14" L X 15" W X 36" HRange - 4 or more burnersFuel Type: GasDim: 36" L X 30" W X 36" HHazard Dim: 36" L X 24" W X 36" HGriddleFuel Type: GasDim: 48" L X 30" W X 36" H 2 FP2WMARK: KEH-1 - SECTION 1ELEVATION VIEWUSERINTERFACE:TOUCHSCREEN3" REAR INTEGRAL AIR SPACEMARK: KEH-1 - SECTION 1PLAN VIEWFIRE (PIPING/DROPS/NOZZLES/ETC.)SUBJECT TO CHANGE. AS-BUILTDRAWINGS CAN BE PROVIDED ATTIME OF ORDER AND INCLUDEDWITH PRODUCT SHIPMENTTEMPSENSOR46 IN. OC1 FP1N1 FP1NFIRE SYSTEM MARK: KEH Fire SuppressionGKCANSULR102RELEASEOEMTANKTANK CHROME APPLIANCE DROPSPERFORATEDAIR CURTAINMARK: KEH-1 REMOVABLE GREASE CUP W/CONCEALED GREASE TROUGHSECTION VIEWUL LISTED HIGH EFFICIENCY'GREASE-X-TRACTOR' FILTERSUSER INTERFACEUL LISTED LED LIGHT FIXTUREZERO CLEARANCE INTEGRAL AIRSPACETEMP SENSOR(S)SEE WIRING DETAILS156.06.01.51.535.021.036.021.07.026.012.026.012.021.036.021.07.026.012.026.012.023.09.06.5144.012.03.048.014.062.04.04.080.0ABOVEFINISHEDFLOOR24.06.0110.03.0156.0 in. LENGTHBACKSPLASH PANELFLAT BACKSPLASH PANEL INST. DETAILSECURE PANELSTO WALL STUDS(HOLES AND FASTENERSBY OTHERS)SLIDEPANELBEHINDHOODFLATBACKSPLASHPANELENCLOSURE PANEL INSTALLATION DETAILFASTEN TO WALLHARDWARE BY OTHERS5/16'' BOLTSPROVIDED BYMANUFACTURERCLAMPSPROVIDED BY MANUFACTURERHOOD TOP1" INSULATIONMOUNTED TOBACK OF HOODZERO CLEARANCE TO BACK OF HOODNOTES:TO BE UL LISTED THERE MUST BEBACKSPLASH PANELS MOUNTED THE FULLLENGTH OF THE HOOD AGAINST THECOMBUSTIBLE WALLVERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.)IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES.HOOD HANGING HEIGHT FOR FIRE SYSTEMSRECOMMENDED HANGING HEIGHT = 80" FROMFINISHED FLOOR TO LOWER FRONT EDGE OF HOOD.OTHER HANGING HEIGHT = __________" FROMFINISHED FLOOR TO LOWER EDGE OF HOOD.TYPICALHANGERBRACKETSUPPLY PLENUM HANGER BRACKET DETAILTYPICALHANGERBRACKETON HOODS OVER 120"HOOD HANGER BRACKET DETAILNOT TO SCALEREFERENCE SCALED DRAWING FOR ACTUAL LOCATIONSTYPICAL HOOD HANGING METHODTHREADEDROD (1/2")WASHERHANGERBRACKET1/2" NUTSHIPPED LOOSE DUCT COLLAR INST. DETAILEXHAUST COLLARCUT-OUT AREAEXHAUST COLLAR NOTES: EXHAUST DUCT CONNECTION TO BE LOCATED WITHIN 48" FROM CENTER OF HOOD LENGTH TO CENTER OF DUCT CONNECTION. UL LISTED HOOD ASSEMBLY TO BE USED ONLY WITH MANUFACTURER, LABELED SUB-ASSEMBLY, FOR EXHAUST HOOD WITHOUT EXHAUST DAMPER PART NO. DC. EXHAUST DUCT CONNECTION IS TO BE A CONTINUOUS LIQUID TIGHT WELD TO HOOD. FOR COLLARS HAVING A FUSIBLE LINK FIRE DAMPER, THE DAMPER MUST EXTEND INTO THE EXHAUST PLENUM AND THE FUSIBLE LINK MUST BE FACING THE FILTERS.ZERO CLEARANCE TO HOOD TOPINSULATION MOUNTED TOHOOD TOP BETWEENSTANDING SEAMSROUND LED LIGHT DETAIL115VAC HOT115VAC NEUTRALGROUNDBLACKWHITEGREENBLACKWHITEGREENFIRST LEDHOOD LIGHTSECOND LEDHOOD LIGHTLAST LEDHOOD LIGHTLIGHT QTYBASED ONCONFIGURATIONNOTES:VOLTAGE: 115VAC, 50-60HZWATTAGE: 20W EACHAMPERAGE: 0.167A EACHLUMENS: 1800CONDUIT PORTS: 2 EACH (1/2" - 14 NPT)COLOR: 3900 - 4100KDIMMABLE (0-10VDC)BLACK (115VAC HOT)WHITE (115VAC NEUTRAL)GREEN (GROUND)PURPLE (DIM 0-10VDC +)GRAY (DIM 0-10VDC -)DRAWING NOT TO SCALESUPPLY PLENUM LENGTH3.63.62.62.6HOOD LENGTH3.63.64.02.63.0AIRSPACEHOOD LENGTH8.08.016.08.03427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.4 CONTINUOUS FUSIBLE LINKANSUL R-102WET CHEMICAL12 UTILIZED22 AVAILABLECABINET – ENCLOSURE2. AGENT STORAGE TANK3. EXPELLENT GAS CARTRIDGE4. ANSUL AUTOMAN RELEASE5. REGULATOR6. KNOCKOUT FOR WIRING MICROSWITCHCONTROL PANEL123456WET CHEMICAL FIRE PROTECTION SYSTEM TO BE ANSUL R-102, DESIGNED INCOMPLIANCE WITH UL 300 REQUIREMENTS.-VERIFICATION OF ALL COOKING EQUIPMENT MAKE, MODEL AND LOCATIONREQUIRED FOR ALL FIRE PROTECTION SYSTEMS.-ALL FIRE SYSTEM PIPING IS STANDARDLY TO THE RIGHT END OF THE HOODUNLESS A WALL IS LOCATED ON THE RIGHT END.-ANSUL AUTOMAN RELEASE TO BE LOCATED WITHIN 60" OF HOOD.THE BASIC FIRE SYSTEM WILL INCLUDE THE FOLLOWING:-GAS SHUT-OFF VALVE, IF REQUIRED, TO BE SUPPLIED BY MANUFACTURER (UPTO 2" DIAMETER AS STANDARD), AND INSTALLED BY A LICENSED PLUMBER.-MICRO SWITCH TO BE SUPPLIED BY MANUFACTURER FOR CONNECTION TO,BUT NOT LIMITED TO, BUILDING ALARM SYSTEM(S), EXHAUST AND SUPPLY FANSAND ELECTRICAL POWER SHUT DOWN. FIELD WIRING AND CONNECTIONS TO BEPERFORMED BY A LICENSED ELECTRICIAN.THE BASIC FIRE SYSTEM DOES NOT INCLUDE THE FOLLOWING:-FULL DUMP TEST OTHER THAN WHT IS SPECIFIED PER THE INSTALLATIONMANUAL, OR TO SATISFY A STATE OR LOCAL CODE. PERMIT AND TESTING FEESARE NOT INCLUDED UNLESS NOTED UNDER THE EQUIPMENT SCHEDULE FORTHE FIRE SYSTEM.-MORE THEN TWO TRIPS TO THE JOBSITE OR SPECIAL TRANSPORTATION, OROVERNIGHT LODGING REQUIREMENTS IN REMOTE AREAS. NORMAL TRAVELDISTANCE IS FIRST 50 MI. (80.5 KM) FROM OFFICE.- SPECIAL CLASSES OR ADDITIONAL LABOR FOR ACCESS TO SECURITYSENSITIVE AREAS.-INSTALLATION OF GAS SHUT-OFF VALVE.-SPECIAL DRAWINGS REQUIRED TO SATISFY STATE OR LOCAL CODE. PLANEXAMINATION FEES, PE OR FS APPROVAL STAMP.-UNION LABOR, GOVERNMENT LABOR, OR PREVAILING WAGES REQUIRED FORFINAL FIELD HOOK-UP.-ANY AND ALL ELECTRICAL COMPONENTS/CONNECTIONS REQUIRED TO SHUTDOWN FANS, SHUT OFF DEVICE FOR ELECTRIC COOKING EQUIPMENT (SHUNTTRIP BREAKER), OR ACTIVATE AN ALARM SYSTEM, ETC.-ANY DISMANTLING OR REASSEMBLY REQUIRED TO GAIN ACCESS TO THE FIRESUPPRESSION PIPING LOCATED ON THE TOP OF THE HOOD.-ROUGH-IN HIDDEN CONDUIT FOR REMOTE PULL STATION OR GAS VALVE(FLUSH MOUNTED PULL STATION).-INSTALLATION OF MORE THAN (1) REMOTE PULL STATIONS OR DISTANCESGREATER THAN 20 FT (6.1M.)-PARTS OR LABOR REQUIRED TO CORRECT PIPING DUE TO COOKINGEQUIPMENT CHANGES OR DEVIATION FROM PLANS. OR ANY CHARGES FORMISSING OR ADDITIONAL PARTS OTHER THEN THOSE INDICATED ON THE FIRESUPPRESSION DETAIL.NOTES:NOT TO SCALENOTES:1.2.NCNO}NCVOLTAGE FREEBUILDING ALARM(S)CONTACTS FORINPUTNOCONNECTION TO BUILDINGS ALARMDPDT SWITCHES PROVIDED BY MANUFACTURER MAY BEWIRED PER TYPICAL EXAMPLES SHOWN. VERIFY WITHLOCAL CODES AND EQUIPMENT SUPPLIED AS THECONNECTION NEEDED FOR YOUR INSTALLATION.WIRING DIAGRAMFOR MICRO SWITCHESDENOTES FIELD INSTALLATION.DENOTES FACTORY INSTALLATION.23.516.57.5ANSUL R102 (WET CHEMICAL) FIRE PROTECTION SYSTEM - MODEL FSSCUPPERSWITCH(ES)LOWERSWITCH(ES)RED LEADBLACK LEADBROWN LEADREDBLACKBROWNN.O.N.C.UPPERSWITCH(ES)N.C.N.O.LOWERSWITCH(ES)NOTE: IF ELECTRIC RELEASE, BOTH UPPER SWITCHES WILLBE USED FOR ACTUATING ADDITIONAL AUTOMANS (THEYWILL BE WIRED TO EACH OTHER AND TO THE BROWN WIREON THE ELECTRIC SOLENOID). THEREFORE, USE ONE OFTHE UN-UTILIZED LOWER SWITCHES TO WIRE BACK TOCONTROL PANEL (DO NOT USE EITHER OF THE UPPERSWITCHES).IF USING LOWER SWITCHES TO WIRE BACK TO CONTROLPANEL, NORMALLY-CLOSED WILL BE BLACK LEAD, ANDNORMALLY-OPEN WILL BE BROWN LEAD.BROWN LEADBLACK LEADRED LEADREDBLACKBROWN"FIRED"POSITION"COCKED"POSITIONNCNOCONNECTION TO KC (PCB) CONTROL PANELMB(MAIN BOARD)FS-CFS-NCKC (PCB) CONTROL PANELDO NOT WIRE ANY HOT WIRES INTOFS-C AND FS-NC TERMINALS ON PCBBOARD. WIRE TO DRY,NORMALLY-CLOSED CONTACT ON FIRESUPPRESSION MICRO-SWITCH.SWITCH RATING:21A 125/250VAC1HP 125VAC2HP 250VACDISTRIBUTOR RESPONSIBILITIES-COORDINATION OF JOB INSTALLATION WITH JOB CONTRACTOR.-GAS VALVE HOOKUP TO RELEASE MECHANISM*VERIFY GAS VALVE SIZE AND TYPE WITH JOBSITE CONTACT-REMOTE PULL STATION HOOKUP RELEASE MECHANISM.-CHARGING, TESTING, AND CERTIFICATION OF SYSTEM.-PIPING AND NOZZLES FROM FACTORY STUBOUTS-MODIFY APPLIANCE DROPS IF SHELVES OR SALAMANDERS ONTHE APPLIANCE INTERFERE WITH NOZZLE DISCHARGE.-SUPPLY PIPING BETWEEN MULTIPLE HOODS.-COORDINATE WITH HOOD INSTALLER FOR PROPER ORIENTATION OF MULTIPLE HOODS.AVAILABLE SYSTEMFLOW POINTS22TOTAL SYSTEM USEDFLOW POINTS1212HOOD SECTION USEDFLOW POINTSHood Mark: KEH-1 - SECTION 1Exhaust Collar : (1) 9 X 23Hood Model: GXEW-144-S-XJob Name: High St HeadquatersSales Order Number: WDC#ANSUL R-102 FIRE SYSTEM PARTS LISTGFCINSTALLEDPARTSDESCRIPTIONGFCPART #GFCSUPPLIED TODISTRIBUTORDISTRIBUTORSUPPLIEDPARTSANSULPART#796941.5 GALLON ANSULEX2 793723.0 GALLON ANSULEX4435548SERIES DETECTOR4546974FUSIBLE LINKS (TBD)1 24916TEST LINK155601MECHANICAL SHUTOFF VALVE, 1"468814426151MANUAL RESET RELAY423429LT-20-R NITROGEN CART.5373LT-30R NITROGEN CARTRIDGE4858711 423493DOUBLE TANK NITROGEN CART.485873179493OEM REGULATED RELEASE ASSY463602418691OEM REGULATED ACTUATOR463601429853REG RELEASE ASSEMBLY - MECH462046459850REG ACTUATOR ASSEMBLY - MECH46129624298623.0 GALLON TANK ASSEMBLY4612954298641.5 GALLON TANK ASSEMBLY4612982TANK MOUNTING BRACKET (GFC)724040429878TANK MOUNTING BRACKET (ANSUL)461297429870TANK ENCLOSURE-ANSUL482408418511HOSE AND GROMET4824071434618REMOTE PULL STATION451177427929PULLEY TEE4798831WIRE ROPE (per foot-length tbd)1436770DPDT ELECT SWITCH (WIRELESS)3844351434528AUDIBLE/VISUAL HORN STROBE47988410415670HIGH TEMP PULLEY ELBOW (screw)457296423251HIGH TEMP PULLEY ELBOW (comp)45729543/8 IN. QUIK-SEAL(LARGE WASHER)45116723/8 IN. QUIK-SEAL(SMALL WASHER)4794541772863/8 IN. COMPRESSION SEAL4526141791501/2 IN. CONDUIT SEAL4511684232531/2 IN. COMPRESSION/HOOD SEAL4572944433191F NOZZLE (1 FLOW)4788034433211/2N NOZZLE (1/2 FLOW)47988524433171N NOZZLE (1 FLOW)4788044433231W NOZZLE (1 FLOW)47880514433252W NOZZLE (2 FLOWS)4788064433273N NOZZLE (3 FLOWS)4788071443329230 NOZZLE (2 FLOWS)4788082443331245 NOZZLE (2 FLOWS)4788091443333260 NOZZLE (2 FLOWS)478810443335290 NOZZLE (2 FLOWS)4788114433372120 NOZZLE (2 FLOWS)4798864418569SWIVEL ADAPTOR4564473/8' BLACK IRON PIPE 6'47996986 in.CHROME SLEEVING452527434909K-Class HANDHELD EXTINGUISHER479887417459BILINGUAL EMERGENCY LABEL4798881428311ALARM INITIATING SWITCH4798892CONDUIT 10' PIECE1750222 FP230PL=23.0 IN.TEE TOFIELD MOUNTED COLLAR2 FP245PL=21.25 IN.2 FP245PL=21.25 IN.2 FP260PL=20.5 IN. Fryer - Full/Split Vat without Dripboard - 16" Fuel Type: Gas Dim: 16" L X 30" W X 36" H Hazard Dim: 14" L X 15" W X 36" H Range - 4 or more burners Fuel Type: Gas Dim: 36" L X 30" W X 36" H Hazard Dim: 36" L X 24" W X 36" H Griddle Fuel Type: Gas Dim: 48" L X 30" W X 36" HMARK: KEH-1 - SECTION 1ELEVATION VIEWMARK: KEH-1 - SECTION 1PLAN VIEWFIRE (PIPING/DROPS/NOZZLES/ETC.)SUBJECT TO CHANGE. AS-BUILTDRAWINGS CAN BE PROVIDED ATTIME OF ORDER AND INCLUDEDWITH PRODUCT SHIPMENT1 FP1N1 FP1NGKC ANSUL R102 RELEASE OEMTANKTANK PL=1.5PL=1.5PL=1.5PL=12.75PL=6.5 14.118.418.010.682.9PL=10.32.75PL=17.3 PL=16.9PL=9.5PL=9.8PL=68.12.756.01.51.535.0144.03.31324.048.03.04.383427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.5FIRE SUPPRESSION SYSTEM IS A DEFERREDSUBMITTAL. SYSTEM SHOWN HERE FORREFERENCE ONLY.1 MARKCONTROL INFORMATIONMODELLOCATIONUSER INTERFACELOCATIONELECTRICAL CONTROL PACKAGETYPEFANS CONTROLLEDZONECFMFAN #TYPEFANFAN MARKMOTOR VOLTCYCLEMOTOR STARTER IN PANELVFD IN PANELMOTOR PHASEMOTOR HPFULL COLORTOUCHSCREENHOOD – FACE MOUNT RIGHT ENDOF KEH-1 SECTION 1GKC-CV-S-11-1-1-0 RIGHT CABINET ON KEH-1KEH CONTROLS123701 EXHAUSTE1KEF-111560NONO10.75120702 SUPPLYS1MUA-111560NONO10.75CONTROL FEATURESHOOD LIGHT CONTROLTEMP SENSORS (FACTORY INSTALLED) - QTY. 1DRY FIRE CONTACTS - QTY. 1LIGHTS OFF DURING FIREEXHAUST MAX DURING FIRESUPPLY OFF DURING FIREMOTOR STARTER/VFD INPUT/OUTPUT WIRINGNOTESWIRE COLOR CODELEGENDMAIN BOARD(MB)MAIN BOARD(MB) CONTINUEDWIRING DIAGRAM CODE:JOB NAME:HIGH ST HEADQUATERSMODEL:GKC-CV-S-11-1-1-0MARK:KEH CONTROLSSERIAL NUMBER:PRG VERSION: V4MAIN HARNESS WIRINGGREENHECKBUILDING VALUE IN AIR.DETAILSJ16RJ45 JACK(TO VFDS)NOTUSEDJ17RJ45 JACK(TO HCBS)J18RJ45 JACK(TO CELL)NOTUSEDNOTUSEDJ19FACTORY WIRED IF MOUNTED IN SAMEUTILITY CABINET NEXT TO FIRE SYSTEM(REMOVE JUMPER AND WIRE TOCOMMON AND N.C. ON FSS)18GA RDFS-CFS-NCFAN CONTROL HARNESSESBK BLACK BL BLUE BR BROWNGY GRAY LT BL LIGHT BLUE O ORANGEPK PINK PR PURPLE RD REDW WHITE Y YELLOW GR GREENOR / WH ORANGE WITH WHITE STRIPEGR / WH GREEN WITH WHITE STRIPEBK / RD BLACK WITH RED STRIPETR TRANSFORMERCN CONTACTOROL OVERLOADR RELAY (24VAC, DPDT)GND GROUNDCS CURRENT SWITCHDB DISTRIBUTION BLOCKDS DISCONNECT SWITCHFSC FIRE SYSTEM CONTACTFSS FIRE SYSTEM SWITCHC COMMONNO NORMALLY OPENNC NORMALLY CLOSEDLPS LOW PRESSURE SWITCHUI USER INTERFACEMB MAIN BOARDVFD VARIABLE FREQUENCY DRIVEDP DETERGENT PUMPCF CABINET FANDS DETERGENT FLOAT SWITCHHRNSS HARNESSL LIGHTH HOTN NEUTRALHCB HOOD CONTROL BOARDM MOTORMOD MODULATING VALVEJ JACK / CONNECTORSTB SHUNT TRIP BREAKERSW SWITCHWDSN#EXHAUST FANSSUPPLY FANSCONTROLLED HOOD SECTIONSMB HOOD TEMP SENSORSMB ROOM SENSORVFDSMOTOR STARTERSSDRSDR NOTES:1111000ENCLOSURE: 12 X 20 X 6MOUNTING LOCATION: RIGHT CABINET ON KEH-1CAUTIONATTENTIONUNIT MUST BE GROUNDED IN ACCORDANCEWITH N.E.C. POWER MUST BE OFF WHILESERVICING.L’APPAREIL DOIT ÊTRE MIS À LA TERRECONFORMÉMENT AU CODE C.E.L’ALIMENTATION DOIT ÊTRE COUPÉEDURANT L’ENTRETIEN.THESE DRAWINGS SHALL NOT BE REMOVED FROMTHIS EQUIPMENT. USE COPPER CONDUCTORSRATED TO 90°C UNLESS SPECIFIED. TORQUECONTROL & GROUND BLOCKS TO 8 LBS. IN. TORQUEPOWER LUGS/SCREWS TO COMPONENT RATINGSLISTED. TORQUE CONTROL BOARD SCREWTERMINALS TO 3.5 LBS. IN. SEE IOM FOR ADDITIONALINFORMATION, OR CALL FACTORY AT 1-800-371-6858.NE PAS RETIRER CES DESSINS DE CETÉQUIPEMENT. SAUF INDICATION CONTRAIRE,UTILISER DES CONDUCTEURS EN CUIVRE CLASSÉS90 °C. SERRER LES BORNES DE COMMANDE ET DEMISE À LA TERRE À 8 LB-PO. SERRER LESCOSSES/VIS D’ALIMENTATION AUX COUPLESINDIQUÉS POUR LE COMPOSANT. SERRER LESBORNES À VIS DE LA CARTE DE COMMANDE À3,5 LB-PO. POUR PLUS D’INFORMATION, CONSULTERLE MANUEL OU APPELER 1-800-371-6858.FIELD WIRED (CÂBLÉ LOCALEMENT)FACTORY WIRED (CÂBLÉ À L’USINE)REMARQUESWIRE TO TEMPSENSORON HOODHOOD MARK:KEH-1 SECTION 1TS-1ATS-1BRD 22GABK 22GAJ15RJ45 JACK(TO MB-UI)MAIN BOARD USER INTERFACE(MB-UI) RJ45 JACKMOUNTING LOCATION:KEH-1 SECTION 150 FTCAT5CABLE:386461J1HRNSS:38694812345NO1BK 14GABK 14GABK 14GANC1C1DRY FIRECONTACTS12J2HRNSS:386950H1LTS-HBK 14GABK 14GALTS-NN1W 14GAGNDLLBKBK WWFACTORY TO WIRE HOODLIGHTS IF CONTROLSMOUNTED IN HOOD CABINET110-120VAC1200W MAXLTS-H = HOTLTS-N = NEUTRAL12J3HRNSS:386951BL 16GAY 16GA324HBL 24VACW BK RD O BK/RD 24CY N1H1GND110-120V/50-60HZ/1PHCONTROL/LIGHT POWERH1 = LINEN1 = NEUTRALGND = GROUNDTR175VAGN 16GADO NOTGROUND24VACCOMMON!32J7HRNSS:3869546514E1-S+O 16GAE1-S-BR 16GA0-10VDC +0-10VDC COM32J8HRNSS:3869546514S1-S+O 16GAS1-S-BR 16GA0-10VDC +0-10VDC COMPOWER WIRING FOR FANEXHAUST E1DOES NOT HAVE TO BE ROUTEDTHROUGH CONTROL PANEL.MARK:KEF-1POWER WIRING FOR FANSUPPLY S1DOES NOT HAVE TO BE ROUTEDTHROUGH CONTROL PANEL.MARK:MUA-1POWER WIRING FOR KITCHEN CONTROLS43BMCOMMERCIAL APPLIANCE OUTLET CENTERELECTRICAL RATINGS: 110-240V,1PHASE, 50-60HZ,15ABASE FILE #E200616, ML FILE #E313951SHUNT TRIP(BY OTHERS)WIRING EXAMPLE:C1NO1COMMONNORMALLY OPENAPPLIANCE CONTACTORS(BY OTHERS)WIRING EXAMPLE:HOTNEUTRALSHUNT TRIPBREAKER COILC1NC1COMMONNORMALLY CLOSEDHOTNEUTRALAPPLIANCECONTACTOR COIL*FIRE SYSTEM DRY CONTACT WIRING EXAMPLESMAINCONTROL PANELCONTROL WIRING FOR KITCHEN CONTROLSMB(MAIN BOARD)JOB NAME:HIGH ST HEADQUATERSMODEL:SERIAL NUMBER:CAUTION(WIRING TO BE DONE BY ELECTRICIAN)(WIRING TO BE DONE BY ELECTRICIAN, IF NO CONTROLS CONTRACTOR.USE 18-22GA WIRE UNLESS SPECIFIED.)MAINCONTROL PANEL(CONTINUED)GKC-CV-S-11-1-1-0GREENHECKBUILDING VALUE IN AIR.THESE DRAWINGS SHALL NOT BE REMOVED FROMTHIS EQUIPMENT. USE COPPER CONDUCTORSRATED TO 90°C UNLESS SPECIFIED. TORQUECONTROL & GROUND BLOCKS TO 8 LBS. IN. TORQUEPOWER LUGS/SCREWS TO COMPONENT RATINGSLISTED. TORQUE CONTROL BOARD SCREWTERMINALS TO 3.5 LBS. IN. FIELD CONTROL WIRINGRESISTANCE SHOULD NOT EXCEED 0.75 OHM. SEEIOM FOR ADDITIONAL INFORMATION, OR CALLFACTORY AT 1-800-371-6858.FS-CFS-NCCNCNOFIRE SUPPRESSIONSWITCH(REMOVE JUMPER IF USED)**DI-1ADI-1BDI-2ADI-2BOPTIONALDIGITAL IN 1FANS ON/OFF(DEFAULT)CNOOPTIONALDIGITAL IN 2LIGHTS ON/OFF(DEFAULT)CNOWILL BEFACTORYWIRED IFMOUNTEDNEXT TOFIRE SYSTEM**WHEN FIRE SYSTEM ISARMED, FS-C TO FS-NCSHOULD HAVE CONTINUITYWIRING DIAGRAM CODE: MARK:KEH CONTROLSWDSN#ATTENTIONUNIT MUST BE GROUNDED IN ACCORDANCEWITH N.E.C. POWER MUST BE OFF WHILESERVICING.L’APPAREIL DOIT ÊTRE MIS À LA TERRECONFORMÉMENT AU CODE C.E. L’ALIMENTATIONDOIT ÊTRE COUPÉE DURANT L’ENTRETIEN.NE PAS RETIRER CES DESSINS DE CETÉQUIPEMENT. SAUF INDICATION CONTRAIRE,UTILISER DES CONDUCTEURS EN CUIVRE CLASSÉS90 °C. SERRER LES BORNES DE COMMANDE ET DEMISE À LA TERRE À 8 LB-PO. SERRER LESCOSSES/VIS D’ALIMENTATION AUX COUPLESINDIQUÉS POUR LE COMPOSANT. SERRER LESBORNES À VIS DE LA CARTE DE COMMANDEÀ 3,5 LB-PO. LA RÉSISTANCE DU CÂBLAGE DECOMMANDE LOCAL NE DOIT PAS DÉPASSER0,75 OHM. POUR PLUS D’INFORMATION, CONSULTERLE MANUEL OU APPELER 1-800-371-6858PRG VERSION: V4FIELD WIRED (CÂBLÉ LOCALEMENT)FACTORY WIRED (CÂBLÉ À L’USINE)DO NOT USE CONTACTSFOR PROVIDING SIGNALSTO BUILDING FIREALARM. DRY CONTACTSSWITCH STATE DURINGPOWER LOSS TO PANEL.POWER WIRING FROM BREAKERPANEL DIRECT TO FANSBUILDINGBREAKER PANEL(WIRING TO BE DONE BY ELECTRICIAN)BUILDINGBREAKER PANELMAINCONTROL PANELH1N1GNDHOTNEUTRALGROUNDLTS-HLTS-NGNDLLBLACKWHITEGREENC1NO1NC1COMMONNORMALLY OPENNORMALLY CLOSEDFIRE SYSTEMDRYCONTACT 1*UPON FIREOR NO POWER TO PANEL:C TO NO WILL CLOSEC TO NC WILL OPEN110V-120V / 1PHPOWER FORCONTROLS /LIGHTS(NON SHUNTED15A BREAKER)HOODLIGHTS115VAC1200W MAXE1-S+E1-S-0-10VDC +0-10VDC -FAN SPEED0-10VDC OUTVARI-GREENMOTOR(ECM)REDWHITEEXHAUST E1MARK: KEF-1S1-S+S1-S-0-10VDC +0-10VDC -FAN SPEED0-10VDC OUTVARI-GREENMOTOR(ECM)REDWHITESUPPLY S1MARK: MUA-1115V / 1PHPOWER FOR E1MCA: 11.00MOP: 15LINE 1GROUNDEXHAUST E1115V / 1PHM0.75 HP8.8 FLAMARK:KEF-1DS1NEUTRAL115V / 1PHPOWER FOR S1MCA: 11.00MOP: 15LINE 1GROUNDSUPPLY S1115V / 1PHM0.75 HP8.8 FLAMARK:MUA-1DS1NEUTRALTS-1ATS-1BHOOD 1TEMP SENSORHOOD MARK:KEH-1 SECTION 13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.6 (E) COLD STORAGE(N) HALL(E) UTILITY CLOSET(E) BATH(E) BATH(E) BEER TASTING(E) BATH(N) STORAGEFC-1A1309 SQ. FT.FC-1B1316 SQ. FT.FC-21454 SQ. FT.(E) BEER TASTING(E) HALL(N) CLOSET(N) FOOD PREP(N) FOOD PREP3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2ZONING PLANM1.0ZONING PLANSCALE: 1/8" = 1'-0" EF2EF1(E)EF(E)EF(E)EFKEH1CC18Ø18ØMUA112ØEF-2S|FC1BFC-1ATFC-1BTR1180030x246Ø6Ø UTR18Ø DNW/ VD12Ø12Ø12Ø14x14 UP TOKEF-1 ABVS260024x12(TYP OF 3)S245018x8TYP. OF 4FC1A18Ø DNW/ VDCFC2S13009x9(TYP OF 5)18Ø1312Ø DN W/ VD18Ø16Ø14Ø12Ø18Ø10Ø10Ø16Ø12Ø10Ø10Ø210Ø DNW/ VD2124x1420Ø DNS370022x2218x10R1180030x2414Ø14Ø14Ø DN14ØR1140022x226Ø UTRMUA212Ø20Ø22ØS330010x1014Ø DNW/ VD10Ø118Ø24x1224x12TYPE II HOOD,REFER TO ARCHPSKEH-14(E) COLD STORAGE(N) HALL(E) UTILITY CLOSET(E) BATH(E) BATH(E) BEER TASTING(E) BATH(N) STORAGE(E) BEER TASTING(E) HALL(N) FOOD PREP(N) FOOD PREP(N) CLOSETATTIC ACCESS, REFER TOARCHITECTURAL.28x36 DN FRM IH-1 ABV10Ø12x12 UP TOKEF-2 ABV10Ø14Ø523427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2OVERALL FLOORPLANM1.1OVERALL FLOOR PLANSCALE: 1/8" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYCONTRACTOR-FABRICATED FILTER BOX WITH 2" MERV-13 FILTER. SIZEFILTER FOR A MAX INITIAL PRESSURE DROP OF 0.15" WC.TYPICAL VOLUME DAMPER, REFER TO DETAIL 1/M0.3.GREASE DUCT FROM THE ATTACHMENT AT THE TYPE I HOOD TO THEATTACHMENT AT THE FAN SHALL BE 16 GAUGE, CONTINUOUSLY WELDEDLIQUID TYPE AND WRAPPED WITH (2) LAYERS OF 3M FIRE BARRIER DUCTWRAP 615+. 3M FIRE BARRIER DUCT WRAP 615+ PROVIDES ZEROCLEARANCE TO COMBUSTIBLES AND 1 HOUR FIRE RESISTANT RATED SHAFTENCLOSURE PER ASTM E 2236, UL 9069 AND CSFM LISTING NO.2440-0941:112. INSTALL IN STRICT ACCORDANCE WITH THEMANUFACTURERS INSTALLATION INSTRUCTIONS.KEH-1 FIRE SUPPRESSION SYSTEM MANUAL PULL STATION MOUNTEDBETWEEN 42" AND 48" ABOVE FINISHED FLOOR. PROVIDE SIGN TO IDENTIFYTHE HAZARD PROTECTED. MANUAL ACTIVATION FORCE SHALL NOT EXCEEDFORTY POUNDS OF FORCE. PULL MOVEMENT NOT TO EXCEED 14" TOACTIVATE THE FIRE SUPPRESSION SYSTEM.EQUIPMENT IS PART OF A DEFERRED SUBMITTAL. REFER TO SHEET M0.1.HVAC GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1VERIFY FINAL THERMOSTAT LOCATIONS WITH OWNER PRIOR TO INSTALLATION.IF OWNER INTENDS TO CHANGE LOCATION OF THERMOSTAT, CONTACTENGINEER OF RECORD PRIOR TO FINALIZING LOCATION.2PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS TO AIR OUTLETS /INLETS. VOLUME DAMPERS ABOVE HARD LID CEILINGS TO BE CABLE OPERATEDUNLESS NOTED OTHERWISE. CABLE TO BE ACCESSED THRU THE FACE OFGRILLE. AFTER BALANCING TUCK CABLE INTO DIFFUSER SO THAT IT IS NOTVISIBLE.#(GREASE DUCT)EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEMS SHALLBE 10 FEET FROM PROPERTY LINE; 5 FEET FROM EXTERIOR ROOF/WALL; 10 FEETFROM OPENING INTO THE BUILDING; 10 FEET ABOVE GRADE.1ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROMTHE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTINGITEMS MAY NOT BE ACCURATE.12345KITCHEN AIRBALANCE SUMMARYEXHAUSTMAKE-UPTAG CFM TAG CFM23702070700700400TOTALEXHAUST3070TOTALMAKE-UP3170AIR BALANCE100POSITIVENOTE:VALUE GIVEN FOR FC-2 IS THEDIFFERENCE BETWEEN THE VOLUME OFSUPPLY AIR AND RETURN AIR OR THENET POSITIVE AMOUNT OF AIR SUPPLIEDTO THE KITCHEN.KEF1MUA1KEF2MUA2FC22 HPC2HPC1AKEF1KEF2IH1HPC1BROOF CAPCCC10FT INTAKE HOODCLEARANCE1123427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2ROOF PLANM1.2ROOF PLANSCALE: 1/8" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYEQUIPMENT IS PART OF A DEFERRED SUBMITTAL. REFER TO SHEET M0.1.HVAC GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1(GREASE DUCT)EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEMS SHALLBE 10 FEET FROM PROPERTY LINE; 5 FEET FROM EXTERIOR ROOF/WALL; 10 FEETFROM OPENING INTO THE BUILDING; 10 FEET ABOVE GRADE.2ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROMTHE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTINGITEMS MAY NOT BE ACCURATE.12 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.0SHEET INDEXSHEET NUMBERSHEET TITLET24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMENERGY COMPLIANCE JORGE BRAVO805.540.3363 EXT 313JBRAVO@3CENG.COM 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.1 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.2 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2GENERALP0.0PLUMBING GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS ANDAPPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES.3LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETSDESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCEEFFICIENCY STANDARDS.4COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURESAND DRAINS.5PROVIDE ALL TAILPIECES, TRAPS, STOPS, AND SUPPLY PIPES TO LAVATORIES DESIGNED ASACCESSIBLE, WITH PREFORMED INSULATION JACKET.6COORDINATE AND SCHEDULE TIMING FOR ALL UTILITY SERVICE CONNECTIONS.7ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS.8ALL VENTS THRU ROOF SHALL BE MINIMUM OF 36 INCHES ABOVE ANY MECHANICAL VENTILATION AIRINTAKE WITHIN 10 FEET. PROVIDE VANDAL PROOF HOODS ON ALL VENTS THROUGH ROOF.9CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS,FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL SAW CUTTING AND COREDRILLING WITH STRUCTURAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURALELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTSATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION ANDSIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERSAPPROVAL.10COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS WITHSTRUCTURAL DRAWING PRIOR TO WORK.11COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TOINSULATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FORMAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN,CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIORTO INSTALLATION.12ANY STRUCTURAL FIREPROOFING DAMAGED DURING INSTALLATION OF PLUMBING EQUIPMENT, PIPING,ETC. SHALL BE REPAIRED AT NO COST TO THE OWNER. REPAIRS SHALL BE AS DIRECTED BY THEARCHITECT.13ALL PIPING PASSING THROUGH CONCRETE/MASONRY WALLS AND FLOORS ARE TO BE SLEEVED.14NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE PER 2022 CPC609.10. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, INCASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING:A) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARSAT THE POINTS OF OUTLET.B) THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAININGNOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BEVALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OF PART THEREOF SHALL BEFILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION OFCHLORINE AND ALLOWED TO STAND FOR 3 HOURS.C) FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLEWATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEEDTHE CHLORINE RESIDUAL IN THE FLUSHING WATER.D) THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADEBY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM.PLUMBING TITLE 24 NOTES1PROVIDE WATER HEATERS CERTIFIED IN COMPLIANCE WITH CALIFORNIA ENERGY APPLIANCEEFFICIENCY STANDARDS.2PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGYEFFICIENCY STANDARDS.PLUMBING LEGENDSYMBOLABBREVIATIONDESCRIPTIONBACK FLOW PREVENTORBALL VALVEBFVBUTTERFLY VALVECAPCHECKVALVECP CIRCULATION PUMPCOTG CLEAN OUT TO GRADEØDIA DIAMETERɸELECTRICAL PHASEFCO FLOOR CLEAN OUTGM GAS METERHB HOSE BIBBPIPE REDUCERRECESSED HOSE BIBBSHUT OFF VALVE IN PIPE DROP OR PIPE RISERT&P TEMPERATURE AND PRESSURE RELIEF VALVETPV TRAP PRIMER VALVEUNIONPIPE DOWNPIPE UPPIPE TEE DOWNPIPE INTERSECTIONPLUG VALVE ELEVATION VIEWPV PLUG VALVE PLAN VIEWPOC OR POD POINT OF CONNECTION OR POINT OF DISCONNECTPRV PRESSURE REDUCING OR REGULATOR VALVEREDUCED PRESSURE BACK FLOW PREVENTORSV SOLENOID VALVEWM WATER METERWCO WALL CLEANOUTCO CLEANOUTWHA WATER HAMMER ARRESTORCW COLD WATERCD CONDENSATE DRAINGGAS (NATURAL)GW GREASE WASTEHW HOT WATERHWR HOT WATER RETURNV SANITARY VENTTP TRAP PRIMER WATER SUPPLYS/WWASTE (ABOVE GRADE)S/WWASTE (BELOW GRADE)S/W EXISTING WASTEAPACCESS PANEL. SIZE GIVEN INDICATES MINIMUM SIZEREQUIREDGMWMWCOCDGGWTPTP22x30 MIN APPLUMBING ABBREVIATIONSABV ABOVEGPM GALLONS PER MINUTEADA AMERICANS WITH DISABILITIES ACT GW GREASE WASTEAFF ABOVE FINISHED FLOORHP HORSE POWERAG ABOVE GRADEHW HOT WATERAHJAUTHORITY HAVING JURISDICTIONI.E. INVERT ELEVATIONALUM ALUMINUMIN/H INCHES PER HOURAMP AMPERAGEIWC INCHES OF WATER COLUMNAP ACCESS PANELKW KILOWATTSARCHARCHITECT, ARCHITECTURALLAV LAVATORYBEL BELOWLBS POUNDSBF BELOW FLOORMAXMAXIMUMBG BELOW GRADEMBH 1000 BRITISH THERMAL UNITS PER HOURBFP BACKFLOW PREVENTORMCA MINIMUM CIRCUIT AMPSBLDG BUILDINGMECH MECHANICALBOD BASIS OF DESIGNMFGR MANUFACTURE OR MANUFACTURERBTUHBRITISH THERMAL UNIT PER HOURMINMINIMUMCA COMBUSTION AIR(N)NEWCD CONDENSATE DRAINNPS NOMINAL PIPE SIZECFH CUBIC FEET PER HOURNTS NOT TO SCALECI CAST IRONPH PHASECONN CONNECTIONPSIPOUNDS PER SQUARE INCHCONT CONTINUATIONPW PROCESS WASTECP CHROME PLATEDRM ROOMCPC CALIFORNIA PLUMBING CODERPM REVOLUTIONS PER MINUTECOTG CLEAN OUT THROUGH GRADESDL STORM DRAIN LEADERCW COLD WATERSDO STORM DRAIN OVERFLOWDFUDRAINAGE FIXTURE UNITSSOV SHUT OFF VALVEDN DOWNSS STAINLESS STEELDSA DIVISION OF THE STATE ARCHITECT TEMPTEMPORARY, TEMPERATURE(E)EXISTINGTYP TYPICALEC EVAPORATIVE COOLERUON UNLESS OTHERWISE NOTEDEFF EFFICIENCYUTRUP TO OR UP THROUGH ROOFELEC ELECTRICALV VENTEQPT EQUIPMENTVAC VACUUMFCO FLOOR CLEAN OUTVEX VEHICLE EXHAUST SYSTEMFFE FINISH FLOOR ELEVATIONVTR VENT THROUGH ROOFFLA FULL LOAD AMPSW WASTEFLR FLOORWC WATER CLOSETFPS FEET PER SECONDWCO WALL CLEAN OUTFR FROMWHA WATER HAMMER ARRESTORFT FLUSH TANKWSFU WATER SUPPLY FIXTURE UNITFV FLUSH VALVEWT WEIGHT EXPRESSED IN POUNDSGA GAGE OR GAUGEW/ WITHGPC GALLONS PER CYCLEW/O WITHOUTGPF GALLONS PER FLUSHPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMPLUMBING CAL GREEN NOTES1LAVATORY FAUCETS IN PUBLIC USE RESTROOMS (NOT INCLUDING SLEEPING ROOM UNITS) SHALL BETHE SELF CLOSING TYPE.2LAVATORY FAUCETS: 0.5 GPM MAX.3LAVATORY FAUCETS; METERED: 0.2 GPC MAX.4SINK FAUCETS: 1.5 GPM MAX.5COMMERCIAL FOOD SERVICE PRE-RINSE SPRAY VALVE: 1.28 GPM MAX.6TOILETS: ULTRA LOW FLUSH TYPE (1.28 GPF MAX).7URINALS; WALL MOUTNED: 0.125 GPF.8SHOWERHEADS (INCLUDING MULTIPLE SHOWERHEADS SERVING A SINGLE SHOWER AND HAND-HELDSHOWERS) SHALL NOT EXCEED 1.5 GPM.COMMERCIAL PLUMBING FIXTURE SCHEDULETAGFIXTUREBRANCH SIZEREMARKSW V CW HW ELECTRICALFD-1FLOOR DRAIN 2"1-1/2"NA NA NAJAY R. SMITH 2005Y OR APPROVED EQUAL. PROVIDE WITH HEEL PROOF STRAINER,VANDAL PROOF SCREWS AND ROUND TOP UNLESS SPECIFIED OTHERWISE.FS-1FLOOR SINK2"1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.FS-2FLOOR SINK3" 1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.GI-1GREASE INTERCEPTOR 4"3"NA NA NASCHIER GB-500, 95-1/4X46X49-1/2, 500 GALLON, HYDRO-MECHANICAL.HB-1HOSE BIBBNA NA3/4"NA NARECESSED IN BOX, PROVIDE WITH VACUUM BREAKER AND LOOSE TEE KEY.GENERAL NOTES APPLICABLE TO ALL FIXTURES:A. BRANCH PIPE SIZES TO INDIVIDUAL FIXTURES SHALL BE AS SCHEDULED UNLESS OTHERWISE SPECIFIED.B. FIXTURES SCHEDULED AS ACCESSIBLE SHALL BE INSTALLED PER ACCESSIBLE FACILITIES REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS.C. UNLESS OTHERWISE NOTED, COORDINATE SINK FAUCET MOUNTING HOLES WITH THE SPECIFIED FAUCET. FAUCETS SHALL BE CENTERED OVER THE BOWL. SINKSSHALL NOT BE PROVIDED WITH SPARE MOUNTING HOLES THAT ARE NOT COVERED BY THE FAUCET.D. MANUAL FLUSH VALVES SHALL BE INSTALLED WITH THE HANDLE ON THE WIDE SIDE OF THE WATER CLOSET.LOW PRESSURENATURAL GAS SIZINGSYSTEMQUANTITYCFH TOTAL CFHGRIDDLE12525HOT PLATE12525FRYER1120120WATERHEATER2199398TOTAL568FUEL TYPENATURAL GASDISTANCE FROM REGULATOR TOFURTHEST APPLIANCE (FT)130INLET PRESSURE (PSI)< 2PRESSURE DROP (IN. W.C.)0.5PIPE SIZE REQUIRED (INCHES)2(E)PIPE SIZE PROVIDED (INCHES)2SIZED IN ACCORDANCE WITH 2022 CPC TABLE 1215.2(1)NOTES:1. CONNECT TO INDIVIDUAL UNITS PER MANUFACTURER SIZING RECOMMENDATIONS.2. EACH CONNECTION TO EQUIPMENT SHALL BE PROVIDED WITH A MINIMUM 6" SEDIMENT TRAP LOCATED IMMEDIATELY AFTER THE SHUT OFF VALVE.FIRSTFLOORGG (E)2"(568)100'HOT PLATE(25 CFH)127' TDL3/4"(50)5'AGAS RISER DIAGRAMSCALE: NOT TO SCALEGGRIDDLE(25 CFH)130' TDL3/4"(25)2'(E)GAS METER568 CFH130' TDLMEZZANINEFRYER(120 CFH)126' TDL3/4"(120)1'3/4"(25)5'INSTANTANEOUS GAS WATER HEATER SCHEDULETAG MAKE MODELFUELEFFICIENCYSET TEMP°FINSTALLATIONLOCATIONELECTRICAL DATAACCESSORIESOPERATINGWEIGHT(LBS)NOTES(SEE BELOW)INSTALLATIONDETAILTYPE CFHPOWERV/ɸ/HZMOCPLOW PROFILESIDEWALLVENT KITOUTDOORVENT KITPLUMB EASYVALVE SETREMOTECONTROLLERINTEGRALCIRC PUMPNEUTRALIZERKITNAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NOTES:1. PROVIDE WITH DURAVENT POLYPRO VERTICAL TERMINATION KIT AND COMBUSTION AIR INTAKE AND FLUE DISCHARGE PIPING.WH1WH23/4"(170)20'GG1-1/4"(180)2'1-1/4"(180)2'WATERHEATER(199 CFH)117' TDL1-1/2"(398)15'WATERHEATER(199 CFH)117' TDLROOFSHEET INDEXSHEET NUMBERSHEET TITLEP0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLAN1-1/2" SOLENOIDSHUT OFF VALVE2"(568)1 OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2DETAILSP0.1NTSCLEANOUT TO GRADE1FINISHED CONCRETE"C.O" CAST IN VANDALRESISTANT SECUREDCOVER. INSTALL FLUSHWITH CONCRETECLEANOUT HOUSING; J.R.SMITH #4262L-UEARTHBRONZE PLUG WITHGASKET SEAL20x5 CONC.RING"Y" BRANCH SIZE AS REQ'D.(AT END OF RUN USE LONGSWEEP 90° ELL)1/8 BENDFINISHED CONCRETE AREASBOLT DOWN CAST IRON LIDMARKED "SEWER" CHRISTY#G05CT. INSTALL FLUSHWITH ASPHALT/LANDSCAPEASPHALT OR EARTHCONCRETE RING AROUNDHOUSINGCLEANOUT HOUSINGTRAFFIC VALVE BOXCHRISTY #G05T BOX12" REINFORCEDCONCRETE EXTENSIONSAS REQ'D CHRISTY#G05X12SEAL AIR TIGHT WITHRUBBER CAP SECURED W/BAND CLAMP"Y" BRANCH, SIZE ASREQUIRED. (AT END OFRUN USE LONG SWEEP 90°ELL)1/8" BENDASPHALT & LANDSCAPED AREAS5"SOIL5"4" MINCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8FINISHED FLOORGASKETED OR NO-HUB JOINT1/8" BENDBRONZE PLUGNTSFLOOR CLEANOUT2WYE BRANCH, USE 1/4 BEND LONG SWEEPAT END OF RUN (SIZE AS REQUIRED)WHEN A BACKWATER VALVE IS INSTALLEDDOWNSTREAM OF CLEANOUT, ENGRAVE"BACKWATER VALVE DOWNSTREAM" ON PLUGSCORIATED SECURE NICKEL BRONZE TOPINSTALL FLUSH WITH FINISHED FLOORCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8ADJUSTABLE CLEANOUT WITH LEVELING ADJUSTMENT,CAST IRON BODY, JR SMITH #4112L OR APPROVED EQUALNTSTRAP PRIMER3FLOOR SINKP-TRAP WITHPRIMER TAPPRESSURE-DROP ACTIVATEDPRIMER VALVEWATTS #TP300S1/2" L SOFT COPPER(SLEEVED)FLOOR DRAINPROVIDE DISTRIBUTION UNITWHEN SERVING MULTIPLEFIXTURES WATTS #TP300-DU12"x12"ACCESSPANEL, FINISH PERSPECIFICATIONS1/2"TYPE 'L' COPPERTAILPIECEFINISHEDFLOORBALL VALVE ACCESSIBLETHROUGH PANELCOLD WATER HEADERMOUNTING HEIGHT 1'-0"PER 20 FT OF TP LENGTHCONNECT TO TOP OF HEADER6" SEDIMENT TRAPHOSE BIBB DRAINCD CD GCDGGWATTS #PLT-5 THERMALEXPANSION TANK SECUREDTO WALL WITH HOLDRITEQUICKSTRAP #QS-U3/4"1"TYPICAL CONNECTIONS:3/4"HW, CW, HWR & GAS1/2" CONDENSATECOMMUNICATIONCABLE (TYP)SECURE WATER HEATERTO WALL TOP & BOTTOMPER MANUFACTURERSINSTRUCTIONSPRESSURE RELIEF VALVE PIPEDINDEPENDENTLY TO FLOORSINK (TYP)TO FIXTURES(SEE PLANS)1"NTSWATER HEATER DETAIL5AIR INTAKE & VENTMANIFOLDS. SIZE PERMANUFACTURER'SINSTRUCTIONS1-1/2"DORMONT "SAFETY-QUICK" VALVEW/QUICK DISCONNECTDORMONT "SWIVEL MAX" SWIVELJOINTDORMONT "BLUE HOSE" CORRUGATEDSTAINLESS STEEL HOSEW/ANTIMICROBIAL PVC COATING-SIZEPER HOSE LENGTH CHARTHOSE LENGTH (MBTUH)SIZE 24"36" 48" 60"72"1/2" 150 120 106 93 873/4"291 256 225 198 1751"582 512 451 397 3501-1/4"1075 946 833 733 645PROVIDE DORMONT "COILRESTRAINING DEVISE" FOR CASTORMOUNTED EQUIPMENTFOR SURFACE MOUNTED PIPE,PROVIDE STAINLESS STEEL "FOODGRADE STRUT" WITH 1" WALLSPACERS & U-BOLTGAS FIREDCOOKINGEQUIPMENTPIPE REDUCER WHEN REQUIREDGAS SUPPLY, SEE PLANS FOR SIZENTSKITCHEN EQUIPMENT GAS CONNECTION6NTSFAN COIL CONDENSATE DRAIN DETAIL 8NOTES:1. CONDENSATE SHALL BE THE LARGER OF THESIZE LISTED IN TABLE FOR CORRESPONDINGTONNAGE OR CONNECTION SIZE LISTED BYMANUFACTURER.2. ALL CONDENSATE PIPING SHALL BE TYPE LCOPPER AND INSULATED WITH 1/2" INSULATIONCEILINGTYPE 'L' COPPER TUBING WITHWROUGHT COPPER FITTINGDIELECTRIC UNIONFANCOILDRAIN LINE SHALL BE MINIMUM SAMESIZE AS CONNECTION ON THE UNIT.VENT SAME SIZE AS DRAINSLOPE TO DRAIN LOCATION.SEE PLANS FOR CONT.TONNAGE DRAIN SIZE0-203/4"21-411"41-901-1/4"FROM TABLE 814.3 OF THE 2022 CPC6"2"4"3" MINWALLESCUTCHEON (TYP.)'P'- TRAPHOSE CLAMP (TYP.)WYE BRANCH TAILPIECESINK OR LAVATORYNTSCONDENSATE TO TAIL PIECE DETAIL 9ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNEOPRENE HOSE SAME SIZEAS CONDENSATE DRAINCONDENSATE DRAIN LINE IN WALLNTSCONCENTRIC TERMINATION10FLUE GAS DISCHARGECOMBUSTION AIR INTAKEROOFING(E) DECKDURA VENT POLYPROVERTICAL CONCENTRICTERMINATION KITDURA VENT POLYPROVENT PIPEFLASHING2X BLOCKING ALLAROUNDCD3/4"CD DRAIN. ROUTETO MOP SINKNTSGREASE INTERCEPTOR DETAIL 4VENTANCHOR KIT2-WAY CLEANOUTTEE TO GRADEFINISHED GRADERISER TO GRADENTSUNIT CONDENSATE DRAIN7AS RECOMMENDEDBY UNIT MFGR. MIN.OF 4"-MAX. OF 8"AS RECOMMENDED BYUNIT MFGR., MIN. OF 3"OPEN VENTROOFSURFACESTAINLESS STEELHOSE CLAMP (TYP)ROOF MOUNTEDCOOLING UNITNEOPRENEHOSE-SAME SIZEAS COND. DRAIN.(TYP OF 2)3/4" COND. LINERUN AS SHOWNON PLANPIPE SUPPORT PERDETAIL 11/P0.1ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNTS11DURA-BLOK #DBE SERIES. PIPESUPPORT FOR SINGLE PIPE.PIPE, SEE PLANS FOR SIZEROOF STRUCTUREPIPE CLAMPSINGLE PIPE SUPPORT - ROOF11 GWSEE SHEET P1.1 FOR WASTE & VENTSEE P1.2 FOR HOT & COLD WATERSEE SHEET P1.3 FOR WASTE & VENTSEE P1.4 FOR HOT & COLD WATER3"GI-14"4"WIE: -04.62GGG(E)4"W(E)3"G(E)1"CWSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) BATH(N) OFFICE(E) TASTING ROOM(E) HALL(N) KITCHEN(N) KITCHEN(N) CLOSET1P0.1COTG(TYP)13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2OVERALL FLOORPLANP1.0OVERALL FLOOR PLANSCALE: 1/8" = 1'-0"PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.2SLOPE VENT PIPING UP TOWARDS VTR MIN 1%. (E)WC(E)LAVFS-210202211(E)4"W1GW GW GW GW2 GWGWGWGWFFE0.00'GWGWGWFD-1GWGW13"V UP51-1/2"1-1/2"1-1/2"VTR3"4"3(E) BATH(N) OFFICE(N) KITCHEN(N) KITCHEN(N) CLOSET4WCO2"VTR4"4"1-1/2"V UP13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.1PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.0 FOR CONTINUATION.SEE P1.3 FOR CONTINUATION.3/4" CONDENSATE FROM ABOVE DOWN IN WALL. TERMINATE TOCOMPARTMENT SINK. SEE DETAIL 9/P0.1 FOR MORE INFORMATION.3/4" CONDENSATE & T&P DOWN FROM MEZZANINE TO MOP SINK. SEE P1.5FOR CONTINUATION.GREASE INTERCEPTOR VENT. PIPE INDEPENDENTLY FROM ALL OTHERVENT PIPING.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12345KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.2" WASTE & 1-1/2" VENT TO HAND SINK.2" WASTE & 1-1/2" VENT TO ONE COMPARTMENT SINK.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THEFLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.2" WASTE & 1-1/2 VENT TO MOP SINK.10112022 23410202211FS-2GGGGGGG3" (E)G1" (E)CW11G (E)WC(E)LAV21"HW & 1"CW UP TOWATER HEATERS(E) BATH(N) OFFICE(N) KITCHEN(N) KITCHEN(N) CLOSET1"1"3/4"3/4"3/4"3/4"FD-1TPTPTPTPTPTP3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WATER & GASP1.2KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.0 FOR CONTINUATION.SEE P1.4 FOR CONTINUATION.1" HW & CW UP. 3/4" HWR UP. SEE P1.5 FOR CONTINUATION.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3SEE GAS RISER DIAGRAM ON SHEET P0.0 FOR SIZING, CALCULATIONS ANDEQUIPMENT LOADS.4REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.122PROPOSED FLOOR PLAN - WATER & GASSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (25 CFH).3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (25 CFH).3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (120 CFH).1/2" HOT & COLD WATER TO HAND SINK.3/4" HOT & COLD WATER TO PREP SINK.3/4" HOT & COLD WATER TO 3-COMPARTMENT SINK.3/4" HOT & COLD WATER TO MOP SINK.23410112022 (E)MSK(E)LAV(E)WC(E)LAV(E)WC(E)FS1FFE0.00'2"VTR(E)1-1/2"V(E)1-1/2"VFS-1POCPOC9104313(E)4"WSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) TASTING ROOM(E) HALL2333427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.3KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.1 FOR CONTINUATION.PROVIDE WITH 1-1/2" WASTE & 1-1/2" VENT TO HAND SINK.ROUTE 1-1/2" VENT TO EXISTING VENT LINES.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.123PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.INSTALL AN INDIRECT DRAIN FROM THE DISH MACHINE TO THE FLOOR SINK.ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBING GENERALNOTE #3.INSTALL AN INDIRECT DRAIN FROM THE HAND SINK TO THE FLOOR SINK.ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBING GENERALNOTE #3.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THEFLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.INSTALL AN INDIRECT DRAIN FROM THE SODA MACHINE TO THE FLOORSINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.1-1/2" WASTE & 1-1/2" VENT TO BOTTLE FILLER.134910 GGGGGGGG(E)LAV(E)WC(E)MSK(E)FS2(E)LAV(E)WCTPPIPE TO (E)HW & (E)CWAT BASE OF STEAL BEAM91043133STORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) TASTING ROOM(E) HALL3" (E)G1" (E)CW1"3/4"3/4"3/4"FS-13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WATER & GASP1.4KEY NOTESAPPLICABLE TO THIS SHEET ONLYREFER TO CIVIL PLANS FOR CONTINUATION.SEE P1.2 FOR CONTINUATION.ROUTE 3/4" HW & CW TO SINKS UNDER BAR.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3SEE GAS RISER DIAGRAM ON SHEET P0.0 FOR SIZING, CALCULATIONS ANDEQUIPMENT LOADS.4REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.123PROPOSED FLOOR PLAN - WATER & GASSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.3/4" HW TO DISHMACHINE.1/2" HW & CW TO HAND SINK.1/2" HW & CW TO 3 COMP SINK.1/2" CW TO BOTTLE FILLER3/4" COLD WATER TO SODA DISPENSER. PROVIDE WITH ASSE 1022 CHECKVALVE 3' FROM CARBONATE PUMP.134910 CDCDCDCDCD CDCD442CDCD13/4"3/4"3/4"53/4"3/4"1"WH1WH243"33"V FR BEL3"V UP1-1/2"V FR BEL1-1/2" V UP43/4"2"V FR BEL2"V UP13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2KEY NOTESAPPLICABLE TO THIS SHEET ONLY3/4" T&P & CONDENSATE DOWN. SEE P1.1 FOR CONTINUATION.1"HW & CW DOWN. 3/4" HWR FROM BELOW. SEE P1.2 FOR CONTINUATION.3/4" CONDENSATE FROM ABOVE, 3/4" CONDENSATE DOWN. SEE P1.1 FORCONTINUATION.3" VENT AND 3" INTAKE UP THROUGH ROOF.ROUTE CONDENSATE & T&P DRAIN TIGHT TO WALL.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.3SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.4REFER TO ARCHITECTURAL SLAB PLAN FOR EXACT LOCATION OF FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS, ROOF DRAINS, ETC. ARCHITECTURAL PLANS SHALL TAKEPRECEDENTS.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12345MEZZANINE FLOOR PLANSCALE: 1/4" = 1'-0"MEZZANINE PLANP1.5 3"VTR2"VTR2"VTR1113/4"CD3/4"CD13/4"CD DWN1-1/2"V13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2KEY NOTESAPPLICABLE TO THIS SHEET ONLY3/4" CONDENSATE FROM ROOF MOUNTED MECHANICAL EQUIPMENT. SEEDETAIL 7/P.01 FOR MORE INFORMATION.3" VENT & 3" INTAKE FROM BELOW.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.2REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.3COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.12ROOF PLANSCALE: 1/8" = 1'-0"ROOF PLANP1.6 3427 ROBERTO Ct T.I.ELECTRICAL AND TELECOM FLOOR PLANSheet NumberE-2.0ScaleDateProject NumberSheet Title Project Name and Address Revision/IssueDateThese drawings are instruments of service. The design concepts, details and depictions are the property of Power and Communications Engineering Company. All designs and other information on the drawings are for use in the project described on this title block and shall not be used for any other project or purpose without the expressed written permission of Power and Communications Engineering Company. P ROEFSIASONLR GF ST E I ER D ENGNIERENRE G G OOYRA.EYLTIREELCALCTECAALTTSFOIF NA A RO I Lic. # E14889Exp. 6/30/20253427 ROBERTO Ct., San Luis Obispo, CA Lighting Fixture ScheduleTYPEDESCRIPTIONILLUSTRATIONMOUNTINGLIGHT ENGINEMANUFACTURER/MODELP2P1C1R2R1T1••PANEL120BNOTE:PANEL120ANOTE:PANEL130BNOTE:PANEL130ANOTE:600320031003100310031003Single Line DiagramEMNOTE:25-0045-15-25N/A 3427 ROBERTO Ct T.I.LIGHTING ENERGY FORMSSheet NumberE-T24ScaleDateProject NumberSheet Title Project Name and Address Revision/IssueDateThese drawings are instruments of service. The design concepts, details and depictions are the property of Power and Communications Engineering Company. All designs and other information on the drawings are for use in the project described on this title block and shall not be used for any other project or purpose without the expressed written permission of Power and Communications Engineering Company. P ROEFSIASONLR GF ST E I ER D ENGNIERENRE G G OOYRA.EYLTIREELCALCTECAALTTSFOIF NA A RO I Lic. # E14889Exp. 6/30/20253427 ROBERTO Ct., San Luis Obispo, CA25-0044-30-25N/A BROCKITECTURE.COM 805 / 400 3025 104 S. Main St. Unit B info@brockitecture.com CA Lic C-32384 Templeton, CA 93465 1 of 3 August 18, 2025 Plan Check Review #2 Responses / 3427 Roberto Court, San Luis Obispo, CA APN 053-063-019 Application # BLDG-1157-2025 Contact: Ryan Brockett, Ryan Brockett Architect Inc, ryan@brockitecture.com, 805 / 801 1232 See the following responses and attached documents for the Plan Check Review #1 comments received from the City of San Luis Obispo dated Aug 12, 2025. Revisions to the documents have been indicated with “Delta-2”, dated August 18, 2025. Please call me directly with any questions or issues with the re-submittal. 1. Stamp All Pages. Response: See added stamps and signatures on drawings. 2. Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review your rooftop penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Response: See existing floor plan A2.1, added Keynote #9 showing existing grout filled CMU wall, min 1-hr rated, no new penetrations proposed. See also revised Sheet Legend A2.1 3. When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a non-compliant path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. Ryan Brockett Architect BROCKITECTURE.COM 2 of 3 This code requirement came in 2019 mid cycle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Response: Per 11B-250.1 Exception 4 in alterations to existing parking facilities, separation can be provided by detectable warnings in lieu of raised circulation paths. See updated Keynote 20 & 21/A1.1 showing both detectable warnings & 4” concrete curbs; see also accessible path on T4.1 showing location. 4. Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Response: Per 11B-250.1 Exception 4 in alterations to existing parking facilities, separation can be provided by detectable warnings in lieu of raised circulation paths. See updated Keynote 20 & 21/A1.1. 5. Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Response: See revised floor plan and equipment tag 14/A2.4 as “future equipment”, also added as a “Deferred Submittal” on T1.0. See also updated mechanical sheet M0.1, and Key Note 5 on M1.1. and Key Note 1 on M1.2 6. Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. Response: See updated Plumbing Calcs on Sheet T4.1, with exceptions listed. Per Existing Building Code 1009.1, occupancy increases less than 20%, not requiring additional fixtures provided beyond previously permitted project BLDG- 3651-2019. See updated Plumbing Calcs, exception note, and total of previous permit added to T4.1 7. Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Municipal Code. If you would like to get fixtures exempted then you shall provided documentation back from the utility’s department, they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your grease interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 Response: Email sent to Utility Department per review with Sean McCaffrey on 8/13/25 regarding proposed exemption Ryan Brockett Architect BROCKITECTURE.COM 3 of 3 8. Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhaust are too close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Response: See updated floor plan A2.3, roof plan A2.6 and exterior elevation 3/A3.1 showing compliant fixed ladder for roof access. Comment regarding kitchen exhaust is resolved per review with Sean McCaffrey on 8/13/25; no changes to previous plan required 448 From:Ryan Brockett <ryan@brockitecture.com> Sent:Tuesday, August 19, 2025 8:59 AM To:McCaffrey, Seano Cc:Drew Schmidt; Eli Ferman; Olivia Nagel Subject:Re: 3427 Roberto Ct, BLDG-1157-2025 / Revised Drawings & Responses Great, thanks for the notes & options! Our team will figure out which direction to go, and let you know where we land for your review. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Aug 19, 2025 at 8:42 AM McCaffrey, Seano <smccaffrey@slocity.org> wrote: Ryan, I have not reviewed these responses and will complete sometime tomorrow. One thing though I spoke to utilities and they want you to get all the front of house fixtures to the grease interceptor also. I tried to explain the best of my ability’s that all kitchen fixtures are completed but had not success. You have two options to complete these comments. 1. Re-do the plumbing lines and grease interceptor calculation 2. Get up with utilities and re-explain better then I could and get them to give you a email back stating these fixtures are not required. You got my cell number if you need to get ahold of me From: Ryan Brockett <ryan@brockitecture.com> Sent: Monday, August 18, 2025 3:58 PM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Drew Schmidt <dschmidt@3ceng.com>; Eli Ferman <eferman@3ceng.com>; Olivia Nagel <olivia@brockitecture.com> Subject: 3427 Roberto Ct, BLDG-1157-2025 / Revised Drawings & Responses 449 Hi Sean, See the attached revised drawing set & plan check responses, as a follow-up from our review call last week. I've added screenshots below of the specific sheets and reference clouds to make things easier to find. Please let us know if this "pre-review" meets your standards, and then we can either revise further or submit directly to the Building Department for your formal approval. Thanks, Ryan 450 451 452 453 454 455 Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 456 From:Ryan Brockett <ryan@brockitecture.com> Sent:Monday, August 18, 2025 3:58 PM To:McCaffrey, Seano Cc:Drew Schmidt; Eli Ferman; Olivia Nagel Subject:3427 Roberto Ct, BLDG-1157-2025 / Revised Drawings & Responses Attachments:BLDG-1157-2025 Plan Check Responses Responses Rev2.pdf; Permit Corrections Report_ 12-08-2025_13-25-05 - Highlighted.pdf; 3427 ROBERTO CT TI Permit Resubmit 2 Set 250818r.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Sean, See the attached revised drawing set & plan check responses, as a follow-up from our review call last week. I've added screenshots below of the specific sheets and reference clouds to make things easier to find. Please let us know if this "pre-review" meets your standards, and then we can either revise further or submit directly to the Building Department for your formal approval. Thanks, Ryan 457 458 459 460 461 Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 462 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384TITLE SHEETT1.03427 ROBERTO CT TI3427 ROBERTO CT, SAN LUIS OBISPO, CAAPN / 053-063-019PERMIT SET RESUBMITTAL 08/18/25CLIENT:3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401805 / 234 1220R DOOBIE COATESHIGHSTDELI@GMAIL.COMSTRUCTURAL ENGINEER:MURPHY STRUCTURAL ENGINEERS1500 PALM ST, UNIT CSAN LUIS OBISPO, CA 93401805 / 748 3693CHRIS MURPHY, SECHRIS@MURPHYSE.COMMECHANICAL & PLUMBING ENGINEER:3C ENGINEERING1500 PALM STREETSAN LUIS OBISPO, CA 93401805 / 540 5358BRIAN STARRETT, PEBSTARRETT@3CENG.COMPROJECT DIRECTORYAPPLICABLE CODESTITLE / GENERAL:T1.0 TITLE SHEETT2.1 GENERAL NOTEST3.1 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.2 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST3.3 CALGREEN NON-RESIDENTIAL MANDATORY MEASUREST4.1 CODE COMPLIANCE PLANT5.1 HEALTH DEPARTMENT REQUIREMENTST5.2 HEALTH DEPARTMENT REQUIREMENTSARCHITECTURAL:A1.1 SITE PLANA2.1 EXISTING FLOOR PLANA2.2 OVERALL PROPOSED FLOOR PLANA2.3 PROPOSED FLOOR PLAN WESTA2.4 PROPOSED FLOOR PLAN EASTA2.5 REFLECTED CEILING PLANA2.6 ROOF PLANA3.1 EXTERIOR ELEVATIONSA4.1 BUILDING SECTIONSA7.1 DETAILSA7.2 DETAILSSTRUCTURAL:S1.1 GENERAL NOTESS1.2 TYPICAL DETAILSS2.1 FOUNDATION PLANS2.2 CEILING FRAMING PLANS2.3 ROOF FRAMING PLANS3.1 DETAILSS4.1 ROOF EQUIPMENT DETAILSMECHANICAL:M0.0 GENERALM0.1 SCHEDULESM0.2 DETAILSM0.3 DETAILSM0.4 KITCHEN HOOD DETAILSM0.5 KITCHEN HOOD DETAILSM0.6 KITCHEN HOOD DETAILSM1.0 ZONING PLANM1.1 OVERALL FLOOR PLANM1.2 ROOF PLANT24.0 ENERGY COMPLIANCE DOCUMENTATIONT24.1 ENERGY COMPLIANCE DOCUMENTATIONT24.2 ENERGY COMPLIANCE DOCUMENTATIONPLUMBING:P0.0 GENERALP0.1 DETAILSP1.0 OVERALL FLOOR PLANP1.1 FLOOR PLAN - WASTE & VENTP1.2 FLOOR PLAN - WATER & GASP1.3 FLOOR PLAN - WASTE & VENTP1.4 FLOOR PLAN - WATER & GASP1.5 MEZZANINE PLANP1.6 ROOF PLANELECTRICAL:E1.0 ELECTRICAL AND LIGHTING PLANE2.0 ELECTRICAL DETAILSE-T24 LIGHTING ENERGY FORMSSHEET INDEXAC AIR CONDITIONERADJ ADJACENTAFF ABOVE FINISH FLOORALGN ALIGNALUM ALUMINUMARCH ARCHITECT/ARCHITECTURALAVG AVERAGEBD BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBTWN BETWEENCJ CONTROL JOINTCL CENTERLINECLKG CAULKINGCLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCT CERAMIC TILECTR CENTERCW COLD WATERCY CUBIC YARDDBL DOUBLEDEG DEGREEDIA DIAMETERDIM DIMENSIONDN DOWNDS DOWNSPOUTDW DISHWASHER(E) / EXST EXISTINGEA EACHELEC ELECTRICALELEV ELEVATION / ELEVATOREQ EQUALEQUIP EQUIPMENTEXT EXTERIORFAU FORCED AIR UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFF FINISH FLOORFIN FINISHFG FINISH GRADEF.O. FACE OFFP FIREPLACEFTG FOOTINGGGASGA GAUGEGALV GALVANIZEDGYP BD GYPSUM BOARDHB HOSE BIBHT HEIGHTHW HOT WATERINCL INCLUDEINSUL INSULATIONINT INTERIORJAN JANITORKIT KITCHENLAV LAVATORYMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMICRO MICROWAVEMIN MINIMUMMTD MOUNTEDMTL METAL(N) NEWNG NATURAL GRADENTS NOT TO SCALEO/ OVEROC ON CENTEROH OVERHEAD / OVERHANGOPNG OPENINGOS OCCUPANCY SENSORPL PROPERTY LINE / PLATEPLYWD PLYWOODPT PRESSURE TREATEDPTD PAINTEDPR PAIRRRISERRCP REFLECTED CEILING PLANREF REFRIGERATORREQ REQUIREDREV REVISED / REVISIONRM ROOMRO ROUGH OPENINGSF SQUARE FOOTSHTG SHEATHINGSIM SIMILARSTD STANDARDSTL STEELSUSP SUSPENDEDTTREAD / TEMPEREDT&G TONGUE & GROOVET.P. TOP OFTYP TYPICALUC UNDER COUNTERUON UNLESS OTHERWISE NOTEDVIF VERIFY IN FIELDVS VACANCY SENSORW/ WITHWC WATER CLOSETWD WOODWH WATER HEATERWIC WALK IN CLOSETW/O WITHOUTWT WEIGHTABBREVATIONSREFERENCE NOTEDETAIL TAGDOOR TAGWINDOW TAGEQUIPMENT TAGSECTION TAGEXTERIOR / INTERIOR ELEVATION TAG1. ALL WORK PERFORMED SHALL COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING ALL ARCHITECTURAL AND CONSULTANTDRAWINGS, NOTES, SPECIFICATIONS AND SEPARATE DOCUMENTS, TO ACCOMPLISH A COMPLETE PROJECT. ANYTHING REASONABLYIMPLIED OR INTENDED SHALL BE INCLUDED. REVIEW ALL DOCUMENTS THOROUGHLY AND CLARIFY ALL AMBIGUITIES ORDISCREPANCIES WITH ARCHITECT PRIOR TO BIDDING OR COMMENCING CONSTRUCTION.2. ARCHITECTURAL DIMENSIONS, DETAILS AND NOTES TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND NOTES APPLYIN SIMILAR CONDITIONS. DO NOT PERFORM ANY WORK THAT DOES NOT CONFORM TO THESE DRAWINGS WITHOUT PRIOR APPROVAL.3. ALL PLAN, ELEVATION AND SECTION DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF FRAMING, CENTERLINE OF DOOR, CENTERLINEOF WINDOW AND CENTERLINE OF FIXTURE, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALLALWAYS GOVERN. CONTACT ARCHITECT FOR ANY DIMENSIONS THAT ARE NOT NOTED PRIOR TO COMMENCING ANY WORK.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY, CLEANLINESS AND SECURE SITE TO PREVENT UNAUTHORIZEDACCESS. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING PUBLIC IMPROVEMENTS AND ADJACENT STRUCTURES.5. ALL WORK IN ALL TRADES SHALL BE OF HIGHEST QUALITY AND BE INSTALLED TRUE, PLUMB, LEVEL, SQUARE, CLEAN, AND IN PROPER ALIGNMENT. CORRECT EXISTING FRAMING CONDITIONS TO REMAIN AS REQUIRED. INSTALL ALL FIXTURES, EQUIPMENT ANDMATERIALS PER THEIR MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. PROVIDE ALL NECESSARY BLOCKING, BACKING,HANGERS, AND/OR OTHER SUPPORTS FOR ALL EQUIPMENT, FIXTURES, MILLWORK, ETC. VERIFY CLEARANCES FOR ALL FINISHES,FIXTURES, FLUES, VENTS, CHASES, SOFFITS, ETC. PRIOR TO COMMENCING ANY WORK.6. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED, INCLUDING THE ENTIRE BUILDING AND SITE UPON COMPLETION. FINALCLEANING SHALL INCLUDE REMOVAL OF ALL DEBRIS, TRASH, UNUSED AND UNWANTED MATERIALS, TOOLS, ETC. AS WELL ASTHOROUGH CLEANING OF ALL SURFACES, FIXTURES, EQUIPMENT AND APPLIANCES. REMOVE ALL TEMPORARY STICKERS ON GLASSAND CLEAN BOTH SIDES OF ALL PANES. ALL EQUIPMENT, FIXTURES, APPLIANCES, DEVICES, DOORS, WINDOWS, HARDWARE, ETC.SHALL BE TESTED TO ENSURE THAT THEY ARE IN PROPER WORKING ORDER.AGENCY DIRECTORYALL CONSTRUCTION, REGARDLESS OF THE DETAILS ON THE DRAWINGS, SHALL COMPLY WITHTHE FOLLOWING CODES AND THEIR MOST RECENT AMENDMENTS:2022 CALIFORNIA BUILDING CODE (CBC)2022 CALIFORNIA ELECTRICAL CODE (NEC)2022 CALIFORNIA MECHANICAL CODE (CMC)2022 CALIFORNIA PLUMBING CODE (CPC)2022 CALIFORNIA ENERGY CODE (CEC)2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA EXISTING BUILDING CODE (CEBC)2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)CITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 15 BUILDINGS & REGULATIONSCITY OF SAN LUIS OBISPO MUNICIPAL CODE, TITLE 17 ZONING REGULATIONSPROJECT NOTESPROJECT DATADRAWING SYMBOLSAGENCY NOTESARCHITECT:RYAN BROCKETT ARCHITECT INC.104 S MAIN ST, UNIT BTEMPLETON, CA 93465805 / 400 3025RYAN BROCKETT, AIA LEED APRYAN@BROCKITECTURE.COMCALIFORNIA LICENSE C-32384ELECTRICAL ENGINEER:POWER & COMMUNICATIONS ENGINEERING1009 MORRO ST, SUITE 205SAN LUIS OBISPO, CA 93401805 / 541 9700GREG NOTLEY, PEGREG@POWERCOMENGINEERING.COMPROJECT SITEORCUTT RDROBERTO CT.SA C R A M E N T O D R .BROAD ST.VICINITY MAPXXXXAX.XXAX.XXAX.XXAX.X1234FINISH TAGXXXWALL TAGNPROJECT DESCRIPTION:COMMERICAL TENANT IMPROVEMENTS TO AN EXISTING METAL BUILDING WITH MULTIPLEEXISTING TENANTS. REMODELED TENANT SPACES INCLUDING ALCOHOL TASTING, FOODPREPARATION, AND STORAGE AREAS. EXISTING ADJACENT STORAGE AREAS TO REMAIN.NO CHANGES TO PREVIOUS USE PERMIT FOR ALCOHOL PRODUCTION, ALCOHOL TASTINGAREA, ALCOHOLIC BEVERAGE SERVICE AND PRE-PACKAGED FOOD.PROPOSED SCOPE OF WORK INCLUDES THE FOLLOWING:·REMODEL OF SUITE 130 (E) ALCOHOL CIDER PRODUCTION, STORAGE & TASTING ROOMAREAS TO (N) ALCOHOL BEER PRODUCTION, STORAGE & TASTING ROOM AREAS UNDERA SMALL BEER MANUFACTURER "TYPE 23 DUPLICATE LICENSE" FOR SATELLITE USE·REMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREA·NO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGE·(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAIN·(E) ROOF, EXTERIOR STRUCTURAL FRAMING AND BUILDING UTILITIES TO REMAIN(E) COMMERCIAL FIRE SPRINKLER MODIFICATIONS TO BE A DEFERRED SUBMITTAL.PARCEL INFORMATION:PROJECT ADDRESS:3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401ASSESSOR'S PARCEL NUMBER: 053-063-019ZONING:(M) MANUFACTURINGPLANNING AREA:CITY OF SAN LUIS OBISPOLOT SIZE:0.55 ACRES ESTIMATEDAVG SLOPE:2.0% OVERALLYEAR BUILT:1980FIRE HAZARD SEVERITY ZONE: NON-VHFSZ, LOCAL RESPONSIBILITYCLIMATE ZONE:5FLOOD ZONE:XUTILITIES:MUNICIPAL WATER & SEWER; ELECTRIC & GASPROJECT INFORMATION:OCCUPANCY GROUP, EXISTING: A-2, F-2, S-2 & S-1OCCUPANCY GROUP, PROPOSED: A-2 & S-2USE, EXISTING:CIDERY, MOTOR VEHICLE REPAIR & STORAGEUSE, PROPOSED:BEER PRODUCTION & TASTING, FOOD PREP & STORAGECONSTRUCTION TYPE:VBFIRE SEPARATION:NOT-SEPARATED; NOT REQ'D BETWEEN A-2 & S-2FIRE SPRINKLERS:REQUIRED & EXISTING; TO BE MODIFIEDPHOTOVOLTAIC SYSTEM:NONE REQUIRED & NONE PROVIDEDOCCUPANCY SEPARATION:1-HRBUILDING AREAS: (NO OVERALL CHANGES PROPOSED)EXISTING BUILDING(E) SUITE 100 STORAGE 1,300 SF(E) SUITE 110 MOTOR VEHICLE REPAIR 1,678 SF(E) SUITE 130PRODUCTION, CIDER TASTING & STORAGE3,018 SFOVERALL EXISTING BUILDING 5,996 SFPROPOSED BUILDING(E) SUITE 100 OFFICE & STORAGE 1,300 SF(R) SUITE 110 FOOD PREP & STORAGE 1,678 SF(R) SUITE 130BEER PRODUCTION, TASTING & STORAGE3,018 SFOVERALL PROPOSED BUILDING 5,996 SFTOTAL AREA OF PROPOSED TI 4,705 SF (78.5%)SITE AREAS: (NO CHANGES PROPOSED)(E) OVERALL SITE23,668 SF (.55 AC)(E) LOT COVERAGE5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING9,594 SFBUILDING DATA: (NO CHANGES PROPOSED)NUMBER OF FLOORS:1 OVERALLEXISTING HEIGHT:+/-17'-0" ABOVE AVG. FINISH GRADEALLOWED HEIGHT:35'-0"EXISTING SETBACKS:10' FRONT, 0' SIDE, 20' REARPARKING DATA: (NO CHANGES PROPOSED)EXISTING PARKING:10 STANDARD PARKING SPACES1 ADA VAN ACCESSIBLE PARKING SPACES8 SHORT TERM BIKE PARKING RACKSPARKING CALCULATIONS: (NOT INCLUDING CIRCULATION & RESTROOMS)BAR/TAVERN (1 PER 100 SF) 823 SF / 100 = 8.2ACCESSORY RETAIL (1 PER 300 SF) 235 SF / 300 = 0.8FOOD PREP (1 PER 1,500 SF)1,255 SF / 1,500 = 0.8STORAGE (1 PER 1,500 SF)2,091 SF / 1,500 = 1.4TOTAL (11 SPACES EXISTING & REQUIRED)11.2ELECTRIC VEHICLE CHARGING: N/A; NO PROJECT ADDITION PROPOSEDPROJECT CALCULATIONS:OCCUPANCY CALCS (SEE SHEET T4.1): 87 OCCUPANTS TOTAL INDOOR; 110 OVERALLPLUMBING CALCS (SEE SHEET T4.1): 116 OCCUPANTS OVERALL1. PROJECT IS EXEMPT FROM FULL COMPLIANCE FROM DISABLED ACCESS REQUIREMENTS BASED ON VALUATION THRESHOLD PER DATEOF APPLICATION PER CBC SECTION 11B-202.42. CALGREEN SECTION 301.3 DOES NOT APPLY TO THIS ALTERATION PROJECT, DUE TO PROJECT PERMIT VALUATION IS LESS THAN$200,0003. REMODELING PRE-1978 STRUCTURES WITHOUT USING LEAD SAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH ANDSAFETY CODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS ARE REQUIRED TO USE "LEAD-SAFE" WORK PRACTICESPERSUANT TO TITLE 17, CALIFORNIA CODE OF REGULATIONS SECTION 36050". CONSTRUCTION DEBRIS KNOWN TO CONTAINLEAD-BASED PAINT MUST BE DISPOSED AT AN APPROVAL LOCATION.4. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDINGIDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERSSHALL BE APPROVED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF COMMERCIAL 8 INCHES HIGH WITH A MINIMUMSTROKE WIDTH OF 0.5 INCHES.5. ALL COMMERCIAL BUILDINGS SHALL INSTALL A KNOX KEY BOX FOR FIRE DEPARTMENT EMERGENCY ACCESS, CFC SECTION 506.1. THEBOX SHALL BE INSTALLED PRIOR TO FINAL INSPECTION FOR THE BUILDING. AND ORDER FORM IS AVAILABLE FROM THE PREVENTIONBUREAU, CALL FOR MORE INFORMATION AT 805-543-4244CITY OF SAN LUIS OBISPO /COMMUNITY DEVELOPMENT DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PLANNING & BUILDING DIVISIONS919 PALM STSAN LUIS OBISPO, CA 93401805 / 781 7180CITY OF SAN LUIS OBISPO /PUBLIC WORKS DEPT919 PALM STSAN LUIS OBISPO, CA 93401805 781 / 7220SAN LUIS OBISPO CITY FIRE DEPT2160 SANTA BARBARA AVESAN LUIS OBISPO, CA 93401805 / 781 7380DEFERRED SUBMITTALSCOMMERCIAL FIRE SPRINKLERS: ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM, FIREALARM SYSTEM & COMMERCIAL KITCHEN HOOD FIRE SUPPRESSION SYSTEM; SUBMIT PLANS &HYDRAULIC CALCULATIONSFIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOOD: PLANS AND CALCSBAKING EQUIPMENT: ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATED TYPE II HOOD;SUBMIT SPECS, TESTING DOCUMENTATION AND OWNER REVIEW LETTER2111111112 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384GENERALNOTEST2.1OVERALL GENERAL NOTES1. THE GENERAL CONTRACTOR SHALL MAINTAIN AND LEAVE THE PROJECT AREA IN A CLEAN, SAFE AND ORDERLY CONDITION.2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SAFELY CAP, SEAL OR TERMINATE ALL PLUMBING,MECHANICAL OR ELECTRICAL COMPONENTS AS NECESSARY AT AREAS OF DEMOLITION.3. ALL ITEMS TO BE REUSED OR RETURNED TO OWNER SHALL BE MAINTAINED IN GOOD CONDITION. ALL ITEMS TO BE REMOVEDSHALL EITHER BE (1) RETAINED BY THE OWNER AT HIS DISCRETION, (2) REMOVED AND RECYCLED OFF-SITE, OR (3) DELIVEREDTO AN APPROPRIATE DUMPSITE. ALL MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AGENCYREQUIREMENTS.4. CALL FOR CITY INSPECTION TO VERIFY PLUMBING FIXTURE COUNT PRIOR TO COMMENCEMENT OF DEMOLITION.5. NO WORK SHALL BE PERFORMED UNTIL ALL UTILITIES ARE SHUT OFF, REMOVED, DISCONNECTED, OR CAPPED TO INSUREWORKERS' SAFETY AND ABILITY TO PERFORM PROPOSED DEMOLITION.6. PRIOR TO DEMOLITION, ANY EROSION CONTROL METHODS REQUIRED SHOULD BE INSTALLED AND SUFFICIENTLY VERIFIED BYTHE GENERAL CONTRACTOR, WHERE REQUIRED.7. HOURS OF DEMOLITION SHALL BE LIMITED FROM 7:00 AM TO 7:00 PM, MONDAY THROUGH SATURDAY. VERIFY WITH OWNER.8. PEDESTRIANS SHALL BE PROTECTED FROM CONSTRUCTION / DEMOLITION AS STATED IN CBC CHAPTER 33, SECTION 3303.9. DUST CONTROL MEASURES SHALL BE IN EFFECT CONTINUOUSLY DURING DEMOLITION AS TO LIMIT THE AMOUNT OFAIRBORNE DEBRIS AND DUST. PROVIDE PROTECTION AROUND AREAS WHERE NEW WORK AND/OR DEMOLITION IS TO BEPERFORMED IN ORDER TO PREVENT DUST AND DIRT FROM ENTERING ACTIVE PORTIONS OF THE BUILDING.10. MATERIAL AND CONSTRUCTION DEBRIS TO BE HAULED OFF SITE SHALL BE SUFFICIENTLY COVERED OR TARPED AS TO NOTALLOW ANY MATERIAL TO LEAVE THE VEHICLE WHILE ON ANY PUBLIC RIGHT-OF-WAY AND SHALL BE RECYCLED OR DISPOSEDOF IN MEANS APPROVED BY JURISDICTION.11. REMOVE ALL DEBRIS AND TRASH FROM PREMISES AND REMOVE FROM SITE DAILY.12. SAFEGUARDS DURING CONSTRUCTION AND DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 33. COMBUSTIBLECONSTRUCTION DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE WITHIN THE BUILDING AND SHALL BE REMOVED DAILY.13. VERIFY ALL ITEMS TO BE DEMOLISHED WITH OWNER/TNEANT PRIOR TO COMMENCING DEMOLITION/REMOVAL. NOTIFYARCHITECT OF ANY DISCREPANCIES FOUND IMMEDIATELY.14. PRIOR TO CONSTRUCTION/DEMOLITION, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THEPLANS AND THE AS BUILT CONDITION.15. VERIFY FRAMING MEMBER SIZES AND DIRECTION AND NOTIFY ARCHITECT/ENGINEER WITH DISCREPANCIES.16. VERIFY ALL PLUMBING LOCATIONS WITH OWNER/TENANT PRIOR TO CONSTRUCTION/DEMOLITION AND NOTIFY ARCHITECTOF ANY DISCREPANCIES.17. PATCH, REPAIR, OR REPLACE ALL WORK DAMAGED BY NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PATCHWALL AND FLOOR TO CONFORM TO MATERIAL, TEXTURE, AND SURFACE ALIGNMENT WITH THE ADJOINING SURFACE.18. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AS REQUIRED FOR COMPLETION OF THE PROJECT.REMOVE ALL DEMOLISHED MATERIAL NOT DESIGNATED FOR REUSE FROM THE PREMISES.19. REPLACE, OR RELOCATE ALL EXISTING PIPING, CONDUIT, WIRING, ETC. REQUIRED FOR THE COMPLETION OF NEW WORK.1. CALL BEFORE YOU DIG! CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 AT LEAST 2 WORKING DAYS BEFOREEXCAVATING.2. UNLESS OTHERWISE NOTED ON THE PLANS, FINISHED GROUND SURFACES SHALL BE GRADED TO DRAIN THE FINISHED SITEPROPERLY WITHIN 10-FEET OF ANY BUILDING FOUNDATION WITH A SLOPE OF 5% AWAY FROM ANY BUILDING OR STRUCTURE.ALL EXTERIOR HARDSCAPE WITHIN 10-FEET OF A BUILDING FOUNDATION SHALL BE INSTALLED WITH A 2% MINIMUM SLOPEAWAY FROM ANY BUILDING OR STRUCTURE. DRAINAGE SWALES SHALL BE A 1.5% MINIMUM SLOPE. ALL GRADED SLOPESSHALL HAVE A MAXIMUM SLOPE OF 3H TO 1V (33%), UNLESS SHOWN OTHERWISE ON THE PLANS.3. LOT GRADING SHALL CONFORM AT THE PROPERTY LINES AND SHALL NOT SLOPE TOWARD PROPERTY LINES IN A MANNERWHICH WOULD CAUSE STORM WATER TO FLOW ONTO NEIGHBORING PROPERTY. HISTORIC DRAINAGE PATTERNS SHALL NOTBE ALTERED IN A MANNER TO CAUSE DRAINAGE PROBLEMS TO NEIGHBORING PROPERTY.4. NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND DIRECT RUNOFF TO A LANDSCAPED AREA. DOWNSPOUTSMAY BE CONNECTED TO A POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO SPLASH BLOCKS ORCOBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING.5. CONTRACTOR TO FIELD VERIFY EXISTING DRAINAGE. IF THE EXISTING DRAINAGE SYSTEM IS DAMAGED DURING EXCAVATION,CONTRACTOR SHALL REPAIR AND/OR REROUTE DRAINAGE SYSTEM AND CONNECT TO EXISTING DRAINAGE FACILITY ASNECESSARY.6. EXISTING PUBLIC IMPROVEMENTS THAT ARE DAMAGED BY THE PROJECT CONSTRUCTION SHALL BE REPAIRED OR REPLACED.EXISTING DAMAGED PUBLIC IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL BE REPAIRED OR REPLACED EVEN IF THEDAMAGE OCCURRED PRIOR TO THE START OF CONSTRUCTION.7. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO OCTOBER 1 AND SHALL BE MAINTAINED DAILYUNTIL APRIL 30. THESE FACILITIES SHALL CONTROL AND CONTAIN EROSION-CAUSED SILT DEPOSITS AND PROVIDE FOR THESAFE DISCHARGE OF SILT-FREE STORM WATERS INTO EXISTING STORM DRAIN FACILITIES. EROSION AND SEDIMENT CONTROLSUPPLIES MUST BE KEPT ON-SITE DURING THE DRY SEASON AND EMPLOYED, AS NECESSARY PRIOR TO AND DURING RAINEVENTS.8. SEASONALLY APPROPRIATE BEST MANAGEMENT PRACTICES FOR THE FOLLOWING SITE MANAGEMENT CATEGORIES MUST BEIMPLEMENTED YEAR-ROUND: 1) EROSION CONTROL; 2) RUN-ON AND RUN-OFF CONTROL; 3) SEDIMENT CONTROL; 4) GOOD SITEMANAGEMENT; AND 5) NON-STORMWATER MANAGEMENT.9. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITY WITHIN A PUBLIC STREET RIGHT OF WAYTHAT HAS BEEN ACCEPTED BY THE LOCAL JURISDICTION.1. THE ARCHITECT HAS NO CONTROL OR RESPONSIBILITY FOR THE MEANS, TECHNIQUES, SEQUENCE, OR PROCEDURES OFCONSTRUCTION OR SAFETY PROGRAMS FOR THIS PROJECT. SUCH PROGRAMS AND COMPLIANCE WITH ALL LAWS, RULES,REGULATIONS, CODES OR ORDINANCES SHALL BE THE RESPONSIBILITY OF OTHERS.2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TOPROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDEREQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH ANDCOMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR.3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT ANDTRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BYSUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALLEXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINEDIN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTINGCONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINORADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, ORRESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTORSHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECTFUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW ANDAPPROVAL.4. THE GENERAL CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE EXECUTION OF HIS WORK AND FOR ANYCHANGES AND/OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS MADE WITHOUT PRIOR WRITTEN APPROVALFROM THE OWNER. THE COST OF CORRECTIONS RESULTING FROM CHANGES AND/OR DEVIATIONS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.5. DESIGN ALTERATIONS MADE WITHOUT THE ARCHITECT'S KNOWLEDGE DURING THE COURSE OF CONSTRUCTION ARE DONEAT THE OWNER'S AND/OR CONTRACTOR'S RISK. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THECONSEQUENCES OF SUCH CHANGES.6. CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS, NOISY OR DISRUPTIVE WORK, TIMING OF WORK ANDINTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES.7. THE GENERAL CONTRACTOR SHALL PROVIDE ALL PROTECTIVE MEASURES FOR THE SAFETY OF THE PUBLIC AND WORKERSDURING THE COURSE OF THE WORK.8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL ANDWITH SUCH STANDARDS AS ARE SPECIFIED.9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AS REQUIRED FOR COMPLETION OF THE PROJECT.REMOVE ALL DEMOLISHED MATERIAL NOT DESIGNATED FOR REUSE FROM THE PREMISES.10. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FORALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM.11. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISH MATERIALS OF SUCH SIZE AND NUMBER THAT THEY REPRESENT AREASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMSREQUIRING CUSTOM FABRICATION.12. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. ALLDIMENSIONS OF EXISTING CONDITIONS ON DRAWINGS ARE INTENDED AS GUIDELINES AND MUST BE FIELD VERIFIED. DONOT SCALE DRAWINGS FOR ANY REASON. REPORT ANY DIMENSIONAL DISCREPANCIES TO THE ARCHITECT BEFORECONTINUING WORK. COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF ALL CONDITIONS. CONTRACTOR SHALLALSO COORDINATE THE WORK WITH THE WORK OF ALL OTHER TRADES.13. PATCH, REPAIR, OR REPLACE ALL WORK DAMAGED BY NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PATCHWALL AND FLOOR TO CONFORM TO MATERIAL, TEXTURE, AND SURFACE ALIGNMENT WITH THE ADJOINING SURFACE.REPLACE OR RELOCATE ALL EXISTING PIPING, CONDUIT, WIRING, ETC. REQUIRED FOR THE COMPLETION OF NEW WORK.14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLEMANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCESPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCESTANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UPINFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTEWILL BE ACCEPTED.15. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FORLOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITINGCOORDINATION TO BE BY OTHERS.16. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. ALL GYPSUM BOARD PARTITIONS SHALLBE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE NEAT CUT WHERE UTILITIES PENETRATERATED WALL AND FLOOR ASSEMBLIES, SEAL WITH NON-COMBUSTIBLE MATERIAL PER CODE.17. THE ARCHITECT HAS NO KNOWLEDGE OF HAZARDOUS MATERIALS ON THIS PROJECT. THE ARCHITECT CANNOT BE HELDLIABLE FOR ANY SUCH MATERIAL ASBESTOS, LEAD, PAINT OR OTHER SIMILAR PRODUCT THAT MAY BE UNCOVERED ON THISPROJECT. IF SUCH MATERIAL IS ENCOUNTERED OR SUSPECTED THE OWNER SHALL BE RESPONSIBLE FOR MAKINGARRANGEMENTS FOR THE SAFE AND LEGAL REMOVAL OF SUCH MATERIAL AS REQUIRED.18. A COMPLETE SET OF CONTRACT DOCUMENTS MUST BE KEPT AT THE JOB SITE AT ALL TIMES AND ANY CHANGES MUST BENOTED THEREON AND INITIALED.19. DO NOT SCALE DRAWINGS FOR ANY REASON. REPORT ANY DIMENSIONAL DISCREPANCIES TO THE ARCHITECT BEFORECONTINUING WORK.20. OMISSIONS MADE IN THESE DRAWINGS AND SPECIFICATIONS WHICH IS NECESSARY TO CARRY OUT THE INTENT OF THEDRAWINGS OR SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROMPERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH ANDDESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS,PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ONARCHITECT'S DRAWINGS.2. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED.3. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILINGFINISH U.N.O.4. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUMBOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.5. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, ANDASSOCIATED ITEMS.6. LIGHTING FIXTURES ARE DIMENSIONED TO CENTER OF FIXTURE, UNLESS OTHERWISE NOTED.7. REFER TO MOUNTING DIAGRAMS AND ELEVATIONS FOR LOCATION OF SWITCHES, DIMMERS, THERMOSTATS AND OUTLETS.8. CENTER ALL CEILING MOUNTED LIGHT FIXTURES, LIFE SAFETY DEVICES, SPEAKERS, SPRINKLERS AND OTHER ELEMENTS INTHE CENTER OF THE ACOUSTIC TILE IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED.9. LAY DIRECTIONAL PATTERN CEILING PANEL OR TILE ONE WAY WITH PATTERN AS INDICATED BY ARCHITECT UNLESSOTHERWISE NOTED.10. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC,AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS.11. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIEDWITH THE ARCHITECT PRIOR TO FRAMING.ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OFMECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT.12. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURESOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECTCOMPLETION.13. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH SMC/SBC OR SUPERCEDING CODE. ALL FIRE DAMPERSSHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE.14. GANG SWITCHES UNDER A SINGLE COVERPLATE. SWITCHES THAT CANNOT BE GANGED TOGETHER SHALL BE LOCATED ASCLOSE TOGETHER AS POSSIBLE AND MOUNTED AT THE SAME HEIGHT.15. ALL POWER CORDS AND CABLE SUPPORTS FOR PENDANT HUNG LIGHT FIXTURES SHALL BE PLUMB AND TIGHT.SITE PLAN GENERAL NOTESDEMOLITION PLAN GENERAL NOTESREFLECTED CEILING PLAN GENERAL NOTES1. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH CEC SECTION 110.6.2. ALL WINDOWS SHALL BE CLEAR GLAZED, UNO, HAVE A LABEL LISTING THE CERTIFIED U-FACTOR, CERTIFIED SOLAR HEAT GAINCOEFFICIENT (SHGC), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF CEC SECTION 110.6. REFER TO TITLE 24 FORADDITIONAL GLAZING REQUIREMENTS.3. ALL EXTERIOR WINDOWS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL LIMIT AIR LEAKAGEAND ALL JOINTS AND PENETRATIONS CAULKED AND SEALED.4. EXTERIOR WINDOWS SHALL BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETINGTHE REQUIREMENTS OF 2022 CBC SECTION 2406, OR BE CONSTRUCTED OF GLASS BLOCK UNITS, OR HAVE A FIRE-RESISTANCERATING OF NOT LESS THAN 10 MINUTES WHEN TESTED IN ACCORDANCE WITH NFPA 257, OR BE TESTED TO MEET THEPERFORMANCE REQUIREMENTS OF SFM 12-7A-2.5. IF WINDOWS ARE THE ONLY MEANS OF PROVIDING NATURAL VENTILATION TO THE HABITABLE SPACE, THE MINIMUMOPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED UNLESS THE ROOMMEETS EXCEPTIONS NOTED IN CBC SECTION 1203.4.1 OR CRC SECTION R303.1.6. SITE BUILT WINDOWS SHALL COMPLY WITH CBC SECTION 2404.7. ALL GLAZING IN EXTERIOR DOORS SHALL BE DUAL GLAZED AND TEMPERED, UNO. ALL GLAZING IN INTERIOR DOORS SHALL BESINGLE GLAZED AND TEMPERED.8. PROVIDE A LEVEL LANDING ON EACH SIDE OF ALL DOORS COMPLIANT WITH CBC 1008.1.5 & 1008.1.6. THE FLOOR ORLANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY PER CBC SECTION1008.1.7.9. ALL DOORS SHALL HAVE KEYED ENTRY ACCESS. ALL EGRESS DOORS SHALL BE EQUIPPED WITH DEAD BOLT KEY OPERATEDFROM THE OUTSIDE AND MANUALLY OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGEOR EFFORT PER CBC SECTION 1008.1.9.10. ALL HAND-ACTIVATED DOOR OPENING HARDWARE MEETS THE FOLLOWING REQUIREMENTS PER CBC SECTION 1008.1.9.1:A. LATCHING , OR LOCKING, DOORS IN A PATH OF TRAVEL ARE OPERATED WITH A SINGLE EFFORT BY LEVER TYPEHARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGEWITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.B. IS TO BE TO BE CENTERED BETWEEN 34" AND 48" ABOVE THE FLOOR PER CBC SECTION 1008.1.9.2.11. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIORDOORS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANEOF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BEINCREASED TO NOT EXCEED 15 POUNDS WHEN APPROVED BY THE FIRE MARSHALL PER CBC SECTION 1008.1.3.12. THE SIGNAGE REQUIREMENTS OF CBC SECTIONS 1007.9 & 1007.10 SHALL BE SATISFIED.13. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL ALSO BE PROVIDEDAND SHALL BE ACCOMPANIED BY BRAILLE PER CBC SECTION 11B-703.1.14. THE LOWER 10" OF ALL DOORS COMPLY WITH CBC SECTION 11B-404.2.10, AS FOLLOWS:A. TO BE SMOOTH AND UNINTERRUPTED, TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST, WITHOUTCREATING A TRAP OR HAZARDOUS CONDITION.B. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR.15. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE REQUIREMENTS OF CBC SECTION 11B-309.16. THE HIGHEST AND LOWEST OPERABLE PARTS OF THE CONTROLS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALLBE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THEN 15". ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLESON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR PER CBC SECTION 11B-308.17. DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90DEGREES TO 12 DEGREES FROM THE LATCH PER CBC SECTION 11B-404.2.8.ROOF PLAN GENERAL NOTESDOOR & WINDOW GENERAL NOTES1. EXTERIOR FINISHES AND COLORS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO APPLICATION, WHETHER SPECIFIED ONTHE PLANS OR NOT.2. ALL FLASHING AND COUNTER FLASHING GALVANIZED METAL OR ALUMINUM, PAINTED TO MATCH ADJACENT MATERIAL3. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED ON ALL ROOF AREAS, UNO. ALL GUTTERS SHALL BE GALVANIZED METALOR ALUMINUM, PAINTED TO MATCH FASCIA. DOWNSPOUTS SHALL BE PAINTED TO MATCH ADJACENT WALL FINISH, UNO.EXTERIOR ELEVATION GENERAL NOTES1. ROOFING MATERIALS AND INSTALLATION SHALL BE PER CBC 1507. ROOFING MATERIAL FIRE CLASSIFICATION SHALL BE PERCBC 1505 AND TABLE 1505.1. ROOF SHALL HAVE A ROOFING ASSEMBLY IN ACCORDANCE WITH ITS LISTING AND THEMANUFACTURER'S INSTALLATION INSTRUCTIONS.2. FLASH CRICKETS AND VALLEYS PER CBC SECTION 1503 AND/OR THE MANUFACTURER'S PRINTED INSTRUCTIONS. THEFLASHING SHALL NOT BE LESS THAN 0.019" NO. 26 GAGE GALVANIZED SHEET CORROSION-RESISTANT METAL INSTALLED OVERNOT LESS THAN ONE LAYER OF MINIMUM 72 POUND MINERAL-SURFACED NON-PERFORATED CAP SHEET COMPLYING WITHASTM D3909. AT LEAST 36" WIDE RUNNING THE FULL LENGTH OF THE VALLEY. THE VALLEY FLASHING SHALL EXTEND ATLEAST 11" FROM THE CENTERLINE EACH WAY AND HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1" HIGH AT THE FLOWLINEFORMED AS PART OF THE FLASHING. SECTIONS OF FLASHINGS SHALL HAVE AN END LAP OF NOT LESS THAN 4."3. FLASHING AND COUNTER FLASHING SHALL BE PROVIDED AT ROOF JUNCTIONS AND INTERSECTIONS WITH VERTICALSURFACES, AT GUTTERS, WHERE THIS IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS PER CBCSECTION 1503. ALL METAL FLASHINGS SHALL BE CORROSION-RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019" (NO.26 GALVANIZED SHEET). FLASHING WITH EXPOSED EDGES SHALL BE HEMMED 1/2" MIN.4. ALL ROOF PENETRATIONS FOR PLUMBING, MECHANICAL, ELECTRICAL SHALL BE FLASHED WITH CORROSION-RESISTANT METALWITH A THICKNESS NOT LESS THAN 0.019" (NO. 26 GALVANIZED SHEET).5. GAS VENTS EXTENDING THROUGH THE ROOF SHALL PASS THROUGH THE ENTIRE ROOF FLASHING, ROOF JACK, OR ROOFTHIMBLE AND BE TERMINATED WITH A LISTED CAP. VENTS MUST BE COMPLIANT WITH CMC 802.6.1. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY ARCHITECT OFANY CONDITIONS THAT DO NOT MEET THIS STANDARD2. FURNISH AND INSTALL TRANSITION STRIPS WHERE CARPET ABUTS HARD SURFACE FLOORING, UNO. FINISH ON BOTH SIDESOF TRANSITION TO MEET ACCESSIBILITY REQUIREMENTS.3. RESILIENT WALL BASE AT ALL CARPETED AREAS SHALL BE STRAIGHT BASE, UNO. RESILIENT WALL BASE AT ALLHARDSURFACE FLOORS SHALL BE COVED BASE, UNO.4. RESILIENT BASE SHALL BE ROLLED TO MINIMIZE JOINTS. BASE CORNER SECTIONS SHALL NOT BE LESS THAN 6 INCHES INLENGTH AS MEASURED FROM THE CORNER PROPER.5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED.6. ALL EXPOSED GYP. BD. SURFACES ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINTFINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS7. PROVIDE A PRIME PAINT COAT IN UNEXPOSED AREAS COVERED BY MILLWORK,PANELING, AND OTHER FIXEDARCHITECTURAL ELEMENTS UNO.8. PROVIDE A FINISH AT ALL AREAS THAT ARE EXPOSED BEHIND MILLWORK, FILE CABINETS, PANELING, ETC. DUE TO REVEALS,JOINTS, END CONDITIONS,ETC.9. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THEDOOR IN THE CLOSED POSITION.10. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIALCLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES ANDTRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75,SMOKE DEVELOPED 450.11. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUXOF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS BINTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND0.44 WATTS PER SQUARE CENTIMETER.12. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE-CRI CARPET INSTALLATIONSTANDARD-CURRENT EDITION.13. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHEREMILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACESAND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT".14. PAINT EXPOSED ELECTRICAL RACEWAYS TO MATCH THE ADJACENT WALL SURFACE.15. EXTEND ALL SPECIFIED FLOORING FOR A PARTICULAR AREA UNDER MILLWORK IN THAT AREA.16. PAINT REVEALS AND FILER PANELS TO MATCH ADJACENT FINISHES, UNO.17. COORDINATE WITH SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHERDEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK.18. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS FOR CUSTOM GRADE FABRICATION.FINISH PLAN GENERAL NOTES1. ALL EXTERIOR WALL SHALL BE 2X6 FRAMING WITH MINIMUM INSULATION PER TITLE 24. ALL INTERIOR WALLS SHALL BE 2X4FRAMING, ALL PLUMBING WALLS SHALL BE 2X6 MINIMUM FRAMING. TYPICAL, UON.2. PROVIDE R-13 MINIMUM INSULATION AT PLUMBING WALLS AND WALLS OF LAUNDRY ROOM.3. TOILET ROOMS SHALL HAVE EXHAUST RATE OF 50 CFM MINIMUM.4. WATER HEATER (REFER TO BUILDING ENERGY ANALYSIS REPORT):A. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. (2022 CPC 609.12.1)·PIPES UP TO 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN DIAMETER OF PIPE. (2022 CPC609.12.2)·PIPES GREATER THAN 2 INCHES IN DIAMETER: INSULATION WALL THICKNESS NOT LESS THAN 2 INCHES. (2022 CPC609.12.2)EXCEPTIONS:·PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THEDISTANCE OF THE FRAMING PENETRATION. (2022 CPC 609.12.2)·HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCESHALL NOT BE REQUIRED TO BE INSULATED. (2022 CPC 609.12.2)B. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE WITH A FULL SIZE DRAIN OF GALVANIZED STEEL OR HARDDRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE PROTRUDING 6" MINIMUM @ 2' MAX.ABOVE GRADE POINTING DOWNWARD TO THE TERMINATION - UNTHREADED.C. COMBUSTION AIR PER MANUFACTURE REQUIREMENTS.D. CLEARANCES PER MANUFACTURE REQUIREMENTS.5. INSULATION FOR PIPING AND TANKS (2022 CEC 105.0(j)):A. WATER PIPING, SOLAR WATER-HEATING SYSTEM PIPING, AND SPACE CONDITIONING SYSTEM LINE INSULATIONTHICKNESS AND CONDUCTIVITY. PIPING SHALL BE INSULATED AS FOLLOWS:a. DOMESTIC HOT WATER PIPING, SEE NOTES ABOVE.b. PIPING FOR SPACE-CONDITIONING SYSTEMS, SOLAR WATER HEATER SYSTEM COLLECTOR LOOP, SEE 2022 CECSECTION 120.3(c). EXCEPTION: PIPING SURROUNDED WITH A MINIMUM OF 1 INCH OF WALL INSULATION, 2 INCHESOF CRAWLSPACE INSULATION, OR 4 INCHES OF ATTIC INSULATION SHALL NOT BE REQUIRED TO HAVE PIPEINSULATION.B. INSULATION PROTECTION. PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE DUE TO SUNLIGHT, MOISTURE,EQUIPMENT MAINTENANCE AND WIND. PROTECTION SHALL, AT MINIMUM, INCLUDE THE FOLLOWING (2022 CECSECTION 120.3(B)):a. PIPE INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED BY A COVER SUITABLE FOR OUTDOOR SERVICE.THE COVER SHALL BE WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSEDEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE USED TO PROVIDE THIS PROTECTION.b. PIPE INSULATION COVERING CHILLED WATER PIPING AND REFRIGERANT SUCTION PIPING LOCATED OUTSIDE THECONDITIONED SPACE SHALL INCLUDE, OR BE PROTECTED BY, A CLASS I OR CLASS II VAPOR RETARDER. ALLPENETRATIONS AND JOINTS SHALL BE SEALED.c. PIPE INSULATION BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NONCRUSHABLE CASING ORSLEEVE.6. WEATHER BARRIERS.A. NOT FEWER THAN ONE-LAYER WATER-RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALLEXTERIOR WALLS CONTINUOUS FROM TOP OF WALS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGESWITH FLASHING. MINIMUM NO. 15 FELT COMPLYING WITH ASTM D226, TYPE 1.B. PROVIDE (2) LAYERS OF GRADE D PAPER OR EQUAL WHEN PLASTER IS INSTALLED OVER WOOD BASED SHEATHING. (2022CRC R703.7.3)7. ALL MANUFACTURED EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION AND DIMENSIONSVERIFIED WITH INSTALLATION REQUIREMENTS. ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS SHOULD BE ON SITEFOR INSPECTIONS.8. HEATING AND AIR-CONDITIONING SYSTEM DESIGN SHALL CONFORM TO CALGREEN SEC. 4.507, ENVIRONMENTAL COMFORT.FLOOR PLAN GENERAL NOTES1 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURESCALGREENMANDATORYMEASUREST3.1CHAPTER 5NONRESIDENTIAL MANDATORY MEASURESSECTION 5.101 GENERAL5.101.1 SCOPEThe provisions of this chapter outline planning, design and development methods that include environmentallyresponsible site selection, building design, building siting and development to protect, restore and enhance theenvironmental quality of the site and respect the integrity of adjacent properties.DIVISION 5.1 PLANNING AND DESIGNSECTION 5.102 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does notnumerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of80 degrees above nadir. This applies to all lateral angles around the luminaire.LOW-EMITTING AND FUEL EFFICIENT VEHICLES.Eligible vehicles are limited to the following:1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zeroemission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe10 as regulated under 40 CFR Section 600 Subpart D.NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified tozero-emission vehicle standards.TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanentoccupants, such as employees, as distinguished from customers and other transient visitors.VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and usedprimarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.Note: Source: Vehicle Code, Division 1, Section 668ZEV. Any vehicle certified to zero-emission standards.SECTION 5.106 SITE DEVELOPMENT5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACREOF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of alarger common plan of development or sale, shall prevent the pollution of storm water runoff from the constructionactivities through one or more of the following measures:5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion controlordinance.5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Scheduling construction activity during dry weather, when possible.b. Preservation of natural features, vegetation, soil, and buffers around surface waters.c. Drainage swales or lined ditches to control stormwater flow.d. Mulching or hydroseeding to stabilize disturbed soils.e. Erosion control to protect slopes.f. Protection of storm drain inlets (gravel bags or catch basin inserts).g. Perimeter sediment control (perimeter silt fence, fiber rolls).h. Sediment trap or sediment basin to retain sediment on site.i. Stabilized construction exits.j. Wind erosion control.k. Other soil loss BMPs acceptable to the enforcing agency.2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:a. Dewatering activities.b. Material handling and waste management.c. Building materials stockpile management.d. Management of washout areas (concrete, paints, stucco, etc.).e. Control of vehicle/equipment fueling to contractor's staging area.f. Vehicle and equipment cleaning performed off site.g Spill prevention and control.h. Other housekeeping BMPs acceptable to the enforcing agency.DIVISION 5.2 ENERGY EFFICIENCYSECTION 5.201 GENERAL5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiencystandards in this code, the California Energy Commission will continue to adopt mandatory building standards.DIVISION 5.3 WATER EFFICIENCY AND CONSERVATIONSECTION 5.301 GENERAL5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoorsand in wastewater conveyance.SECTION 5.302 DEFINITIONS5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied toreference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences onthe amount of water that needs to be applied to the landscape.FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,not including exterior areas such as stairs, covered walkways, patios and decks.METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. Thevolume or cycle duration can be fixed or adjustable.GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater thathas not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthybodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, oroperating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroomwashbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks ordishwashers.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscapedesign, installation and maintenance practices that will ensure commercial, multifamily and other developer installedlandscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area andclimatological parameters.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation andmaintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at leastas effective as the MWELO.POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) DrinkingWater Standards. See definition in the California Plumbing Code, Part 5.POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets theU.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health AuthorityHaving Jurisdiction.RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or acontrolled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is watertreated to remove waste matter attaining a quality that is suitable to use the water again.SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rentalunit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section1954.202 (g) and Water code Section 517 for additional details.)WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum appliedwater allowance calculated in accordance with the Department of Water Resources Model Efficient LandscapeOrdinance (MWELO).5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitateelectric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance withregulations in the California Building Code and the California Electrical Code.Exceptions:1. On a case-by-case basis where the local enforcing agency has determined compliance withthis section is not feasible based upon one of the following conditions:a. Where there is no local utility power supplyb. Where the local utility is unable to supply adequate power.c. Where there is evidence suitable to the local enforcement agency substantiating thelocal utility infrastructure design requirements, directly related to the implementation ofSection 5.106.5.3, may adversely impact the construction cost of the project.2. Parking spaces accessible only by automated mechanical car parking systems are notrequired to comply with this code section5.106.5.3.1 EV capable spaces.[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the followingrequirements:1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)diameter shall be provided and shall originate at a service panel or a subpanel(s) servingthe area, and shall terminate in close proximity to the proposed location of the EV capableand into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may beused to serve multiple EV charging spaces.2. A service panel or subpanel (s) shall be provided with panel space and electrical loadcapacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EVcapable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.3. The electrical system and any on-site distribution transformers shall have sufficient capacityto supply full rated amperage at each EV capable space.4. The service panel or subpanel circuit directory shall identify the reserved overcurrentprotective devices space(s) as "EV CAPABLE". The raceway termination location shall bepermanently and visibly marked as "EV CAPABLE."Note: A parking space served by electric vehicle supply equipment or designed as a future EVcharging space shall count as at least one standard automobile parking space only for the purpose ofcomplying with any applicable minimum parking space requirements established by an enforcementagency. See vehicle Code Section 22511.2 for further details.ABBREVIATION DEFINITIONS:HCD Department of Housing and Community DevelopmentBSC California Building Standards CommissionDSA-SS Division of the State Architect, Structural SafetyOSHPD Office of Statewide Health Planning and DevelopmentLR Low RiseHR High RiseAA Additions and AlterationsNNew5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parkingspaces with a minimum of one bicycle parking facility.5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of theanticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shallbe convenient from the street and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.25.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilitiesshall be convenient from the street or staff parking area and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission asspecified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the StateArchitect pursuant to Section 105, comply with Section 5.106.4.25.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisionsof individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies withinthe authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)301.5 HEALTH FACILITIES. (see GBSC)SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.SECTION 303 PHASED PROJECTS303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.5.106.5.3.3 Use of automatic load management systems (ALMS).ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacityspecified in Section5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. EachEVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicleand shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.5.106.5.3.4 Accessible EVCS.When EVSE is installed, accessible EVSC shall be provided in accordance with the California BuildingCode, Chapter 11B, Section 11B-228.3.Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission VehicleSigns and Pavement Markings) or its successor(s).5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supplyequipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loadingspaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.Exceptions:1. On a case-by-case basis where the local enforcing agency has determined compliance with thissection is not feasible based upon one of the following conditions:a. Where there is no local utility power supply.b. Where the local utility is unable to supply adequate power.c. Where there is evidence suitable to the local enforcing agency substantiating thatadditional local utility infrastructure design requirements, directly related to the implementationof Section 5.106.5.3, may adversely impact the construction cost of the project.When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the CaliforniaElectrical Code and as follows:5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail storeswith planned off-street loading spaces.[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spareraceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall beinstalled at the time of construction in accordance with the California Electrical Code. Construction plans andspecifications shall include but are not limited to, the following:1. The transformer, main service equipment and subpanel shall meet the minimum powerrequirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the futureinstallation of EVSE.2. The construction documents shall indicate on or more location(s) convenient to the plannedoffstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets andcharging dispensers, and a pathway reserved for routing of conduit from the termination of theraceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table5.106.5.4.13. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the areawhere potential future medium-and heavy-duty EVSE will be located and shall terminate in closeproximity to the potential future location of the charging equipments for medium- and heavy-dutyvehicles.4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system loadto the future location of the charging for medium- and heavy-duty ZEVs as shown in Table5.106.5.4.1.TABLE 5.106.5.3.1TOTAL NUMBER OF ACTUALPARKING SPACESNUMBER OF REQUIRED EVCAPABLE SPACESNUMBER OF EVCS (EVCAPABLE SPACESPROVIDED WITH EVSE)^20-90010-252026-508251-7513376-100174101-150256151-200359201 AND OVER20% of total¹25% of EV capable spaces¹5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to complywith the following:1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,Section 10-114 of the California Administrative Code; and2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B inChapter 8) and4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinancelawfully enacted pursuant to Section 101.7, whichever is more stringent.Exceptions: [N]1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.2. Emergency lighting.3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.5. Luminaires with less than 6,200 initial luminaire lumens.TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATINGLIGHTINGZONELZ0LIGHTINGZONE LZ1LIGHTINGZONE LZ2LIGHTINGZONE LZ3LIGHTINGZONE LZ4MAXIMUM ALLOWABLEBACKLIGHT RATING 3Luminaire greater than 2mounting heights (MH) fromproperty lineN/ANo Limit No Limit No Limit No LimitLuminaire back hemisphere is1-2 MH from property lineN/AB2B3B4B4Luminaire back hemisphere is0.5-1 MH from property lineN/AB1B2B3B3Luminaire back hemisphere isless than 0.5 MH from propertylineN/AB0B0B1B2MAXIMUM ALLOWABLEUPLIGHT RATING (U)For area lighting 3N/AU0U0U0U0For all other outdoorlighting,including decorativeluminairesN/AU1U2U3UR5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OFLAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre ormore of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of thelarger common plan of development or sale must comply with the post-construction requirements detailed in theapplicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater DischargesAssociated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board orthe Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDESpermits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltrationthrough nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structuralpractices and be approved by the enforcing agency.Refer to the current applicable permits on the State Water Resources Control Board website at:www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measuresshould be given during the initial design process for appropriate integration into site development.1. Where there is insufficient electrical supply.2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towardsthe total number of required EV capable spaces shown in column 2.5.106.5.3.2 Electric vehicle charging stations (EVCS)EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination ofLevel 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall beprovided.One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall bepermitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space isaccumulatively supplied to the EV charger.The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EVcapable spaces without EVSE by five and reduce proportionally the required electrical load capacity to theservice panel or subpanel. 5.106.8.1 Facing- BacklightLuminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance tothe nearest point of that property line.Exception: Corners. If two property lines (or two segments of the same property line) have equidistant pointto the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the propertylines to determine the required backlight rating.5.106.8.2 Facing-Glare.For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the fronthemisphere.Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.3. Refer to the California Building Code for requirements for additions and alterations.5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system willmanage all surface water flows to keep water from entering buildings. Examples of methods to manage surfacewater include, but are not limited to, the following:1. Swales.2. Water collection and disposal systems.3. French drains.4. Water retention gardens.5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigationnecessary to establish and maintain tree health shall comply with Section 5.304.6.5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installedto provide shade over 50 percent of the parking area within 15 years.Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofingmaterials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part inlieu of shade tree planting.5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed toprovide shade of 20% of the landscape area within 15 years.Exceptions: Playfields for organized sport activity are not included in the total area calculation.5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed toprovide shade over 20 percent of the hardscape area within 15 years.Exceptions:1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofingmaterials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieuof shade tree planting.2. Designated and marked play areas of organized sport activity are not included in the total area calculation.TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWERREQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]BUILDING TYPEBUILDING SIZE (SQ. FT.)NUMBER OFOFF-STREETLOADING SPACESADDITIONALCAPACITYREQUIRED (KVA)FOR RACEWAY &BUSWAY ANDTRANSFORMER &PANELGrocery10,000 to 90,0001 or 22003 or Greater400Greater than 90,0001 or Greater400Retail10,000 to 135,0001 or 22003 or Greater400Greater than 135,0001 or Greater400Warehouse20,000 to 256,0001 or 22003 or Greater400Greater than 256,0001 or Greater400MAXIMUM ALLOWABLEGLARE RATING 5 (G)MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG1G2G3G4MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G1G1G2MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G0G1G1MAXIMUM ALLOWABLEGLARE RATING 5 (G)N/AG0G0G0G11. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California EnergyCode and Chapter 10 of the Callifornia Administrative Code.2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may beconsidered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. Forproperty lines that abut public roadways and public transit corridors, the property line may be considered to be thecenterline of the public roadway or public transit corridor for the purpose of determining compliance with thissection.3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reducedratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES / CONTINUEDCALGREENMANDATORYMEASUREST3.25.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.5.303.3.2 Urinals.5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed0.125 gallons per flush.5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.5.303.3.3 Showerheads. [BSC-CG]5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPAWaterSense Specification for Showerheads.5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead.DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCEEFFICIENCYSECTION 5.401 GENERAL5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resourceefficiency through protection of buildings from exterior moisture, construction waste diversion, employment oftechniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of thenon-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; ormeet a local construction and demolition waste management ordinance, whichever is more stringent.5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction anddemolition waste management ordinance, submit a construction waste management plan that:1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).3. Identifies diversion facilities where construction and demolition waste material collected will be taken.4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.Note: The owner or contractor shall make the determination if the construction and demolition waste materialwill be diverted by a waste management company.Exceptions to Sections 5.408.1.1 and 5.408.1.2:1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that doesnot exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirementas approved by the enforcing agency.5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scopingprovisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Wasteitems such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibitedUniversal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Wastematerials shall be included in the construction documents.Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associatedvegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, suchmaterial may be stockpiled on site until the storage site is developed.Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)DIVISION 5.5 ENVIRONMENTAL QUALITYSECTION 5.501 GENERAL5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants thatare odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meterusing the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weightingadjustments have been made.1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one poundof water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pmto 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and mediumdensity fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels,structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists orfinger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).Note: See CCR, Title 17, Section 93120.1.DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,sound power, sound intensity) with respect to a reference quantity.ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motorthat draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline groundsupport equipment, tractors, boats, and the like, are not included.ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, andequipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiringand the electric vehicle.ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy asthe fluctuating noise level integrated over the time of period of interest.EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or maynot be divided or have grade separations at intersections.FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhousegas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the referencecompound with a GWP of one.GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by theIntergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); orits Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" ofTable 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, ahdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with aGWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code ofFederal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.5 times the pipe diameter.LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,sec.82.3 (as amended March 10, 2009).MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding acompound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed tohundreths of a gram (g O3/g ROC).PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to thisarticle. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram ofproduct (excluding container and packaging).PSIG. Pounds per square inch, guage.REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute toozone formation in the troposphere.SCHRADER ACCESS VALVES. Access fittings with a valve core installed.SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,with a radius 1.0 times the pipe diameter.SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feetor more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connectedto remote compressor units or condensing units.VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings withvapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically containhydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definitionincluded in that specific regulation is the one that prevails for the specific measure in question.SECTION 5.503 FIREPLACES5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealedwoodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source PerformanceStandards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certifiedto meet the emission limits.SECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time ofrough installation and during storage on the construction site until final startup of the heating, cooling and ventilationequipment, all duct and other related air distribution component openings shall be covered with tape, plastic,sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris whichmay enter the system.5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:1. Environmental and sustainability goals.2. Building sustainable goals.3. Indoor environmental quality requirements.4. Project program, including facility functions and hours of operation, and need for after hours operation.5. Equipment and systems expectations.6. Building occupant and operation and maintenance (O&M) personnel expectations.5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meetsthe OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse system.5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:1. General project information.2. Commissioning goals.3. Systems to be commissioned. Plans to test systems and components shall include:a. An explanation of the original design intent.b. Equipment and systems to be tested, including the extent of tests.c. Functions to be tested.d. Conditions under which the test shall be performed.e. Measurable criteria for acceptable performance.4. Commissioning team information.5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressingeach of the building components tested, the testing methods utilized, and include any readings and adjustmentsmade.5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting ofsystems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition oralteration subject to Section 303.1.5.410.4.2 (Reserved)Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as wellas water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:1. Renewable energy systems.2. Landscape irrigation systems.3. Water reuse systems.5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air BalanceCouncil National Standards or as approved by the enforcing agency.SECTION 5.303 INDOOR WATER USE5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections503.1.1 and 503.1.2.5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and areidentified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recyclingordinance, if more restrictive.Exception: Rural jurisdictions that meet and apply for the exemption in Public ResourcesCode 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:1. Site information, including facility description, history and current requirements.2. Site contact information.3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.4. Major systems.5. Site equipment inventory and maintenance notes.6. A copy of verifications required by the enforcing agency or this code.7. Other resources and documentation, if applicable.5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).2. Review and demonstration of servicing/preventive maintenance.3. Review of the information in the Systems Manual.4. Review of the record drawings on the system/equipment.2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.SECTION 5.304 OUTDOOR WATER USE5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall complywith a local water efficient landscape ordinance or the current California Department of Water Resources' Model WaterEfficient Landscape Ordinance (MWELO), whichever is more stringent.Notes:1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/.5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department ofWater Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.5.303.4 COMMERCIAL KITCHEN EQUIPMENT.5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after nomore than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the CaliforniaBuilding Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall applyto new fixtures in additions or areas of alteration to the building.5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installedin accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1of the California Plumbing Code and in Chapter 6 of this code.SECTION 5.402 DEFINITIONS5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjusta damper.BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,according to design quantities.BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and constructionprocess, including verifying and documenting that building systems and components are planned, designed, installed,tested, operated and maintained to meet the owner’s project requirements.ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and foodsoiled paper waste that is mixed in with food waste.TEST. A procedure to determine quantitative performance of a system or equipmentSECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required byCalifornia Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or localordinance, whichever is more stringent.5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-drivenrain to prevent water intrusion into buildings as follows:5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular tosuch openings plus at least one of the following:1. An installed awning at least 4 feet in depth.2. The door is protected by a roof overhang at least 4 feet in depth.3. The door is recessed at least 4 feet.4. Other methods which provide equivalent protection.5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feetand over, building commissioning shall be included in the design and construction processes of the building project toverify that the building systems and components meet the owner’s or owner representative’s project requirements.Commissioning shall be performed in accordance with this section by trained personnel with experience on projects ofcomparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies andL-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections5.410.2 through 5.410.2.6 shall apply.Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as waterheating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirementsCommissioning requirements shall include:1. Owner’s or Owner representative’s project requirements.2. Basis of design.3. Commissioning measures shown in the construction documents.4. Commissioning plan.5. Functional performance testing.6. Documentation and training.7. Commissioning report.Exceptions:1. Unconditioned warehouses of any size.2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.Informational Notes:1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports requiredby the enforcing agency.5.303.3.4 Faucets and fountains.5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallonsper minute at 60 psi.5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.5.303.3.4.6 Pre-rinse spray valueWhen installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.FOR REFERENCE ONLY:The following table and code section have been reprinted from the CaliforniaCode of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).TABLE H-2STANDARDS FOR COMMERCIAL PRE-RINSE SPRAYVALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019PRODUCT CLASS[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)Product Class 1 (≤1.00Product Class 2 (> 5.0 ozf and ≤1.20Product Class 3 (> 8.0 ozf)1.28 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323842022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES / CONTINUEDCALGREENMANDATORYMEASUREST3.35.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialtycoatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits forROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of productlimits of Regulation 8 Rule 49.TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2Less Water and Less Exempt Compounds in Grams per LiterARCHITECTURAL APPLICATIONSCURRENT VOC LIMITINDOOR CARPET ADHESIVES50CARPET PAD ADHESIVES50OUTDOOR CARPET ADHESIVES150WOOD FLOORING ADHESIVES100RUBBER FLOOR ADHESIVES60SUBFLOOR ADHESIVES50CERAMIC TILE ADHESIVES65VCT & ASPHALT TILE ADHESIVES50DRYWALL & PANEL ADHESIVES50COVE BASE ADHESIVES50MULTIPURPOSE CONSTRUCTION ADHESIVES70STRUCTURAL GLAZING ADHESIVES100SINGLE-PLY ROOF MEMBRANE ADHESIVES250OTHER ADHESIVES NOT SPECIFICALLY LISTED50SPECIALTY APPLICATIONSPVC WELDING510CPVC WELDING490ABS WELDING325PLASTIC CEMENT WELDING250ADHESIVE PRIMER FOR PLASTIC550CONTACT ADHESIVE80SPECIAL PURPOSE CONTACT ADHESIVE250STRUCTURAL WOOD MEMBER ADHESIVE140TOP & TRIM ADHESIVE250SUBSTRATE SPECIFIC APPLICATIONSMETAL TO METAL30PLASTIC FOAMS50POROUS MATERIAL (EXCEPT WOOD)50WOOD30FIBERGLASS801. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVEWITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOCCONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENTDISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDFTABLE 5.504.4.2 - SEALANT VOC LIMITLess Water and Less Exempt Compounds in Grams per LiterSEALANTSCURRENT VOC LIMITARCHITECTURAL250MARINE DECK760NONMEMBRANE ROOF300ROADWAY250SINGLE-PLY ROOF MEMBRANE450OTHER420SEALANT PRIMERSARCHITECTURAL NONPOROUS250 POROUS775MODIFIED BITUMINOUS500MARINE DECK760OTHER750NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOCCONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENTDISTRICT RULE 1168.5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with theprovisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and thatutilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units orcondensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and thereplacement of existing refrigeration systems in existing facilities.Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base tokeep vibration levels below 8 mils.5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer'srecommendations.5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve capsshall be brass or steel and not plastic.5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.Exception: Valves with seal caps that are not removed from the valve during stem operation.5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar andsalt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to preventcorrosion from these substances.5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fittedwith a device tha indicates the level of refrigerant in the receiver.5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the samegauge.5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no morethan a +/- one pound pressure change from 300 psig, measured with the same gauge.5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30minutes.5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hourswith a maximum drift of 100 microns over a 24-hour period.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agentshall employ one or more special inspectors to provide inspection or other duties necessary to substantiatecompliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcingagency for the particular type of inspection or task to be performed. In addition, the special inspector shall have acertification from a recognized state, national or international association, as determined by the local agency. Thearea of certification shall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,construction documents, plans, specifications, builder or installer certification, inspection reports, or other methodsacceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation orspecial inspection is necessary to verify compliance, that method of compliance will be specified in the appropriatesection or identified applicable checklist.SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, seeSection 5.407.2 of this code.SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimumrequirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable localcode, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand controlventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirementsof the California Energy Code, Section 120(c)(4).5.506.3 Carbon dioxide (CO2) monitoring in classrooms.(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall beequipped with a carbon dioxide monitor or sensor that meets the following requirements:1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operablewindows.2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor orsensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, thecarbon dioxide readings shall be available to and regularly monitored by facility personnel.3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in theclassroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facilitypersonnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom haveexceeded 1,100ppm.4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain arecord of previous carbon dioxide measurements of not less than 30 days duration.5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxidelevels with a range of 400ppm to 2000ppm or greater.6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbondioxide concentration and shall be certified by the manufacturer to require calibration no more frequently thanonce every 5 years.SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound TransmissionClass (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method inSection 5.507.4.1 or 5.507.4.2.Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STCrating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of40 or OITC of 30 in the following locations:1. Within the 65 CNEL noise contour of an airport.Exceptions:1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to anoise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating ofat least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall androof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that doesnot exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenantspaces and public places shall have an STC of at least 40.Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppressionequipment shall comply with Sections 5.508.1.1 and 5.508.1.2.5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do notcontain CFCs.5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"StandardMethod for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooringmaterials meet the pollutant emission limits.5.504.4.7 Thermal insulationComply with the requirements of the California Department of Public Health, "Standard Method of the Testingand Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.7.1 Verification of compliance.Documentation shall be provided verifying that thermal insulation materials meet the pollutant emissionlimits.5.504.4.8 Acoustical ceiling and wall panels.Comply with the requirements of the California Department of Public Health, "Standard Method for the Testingand Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 2017 (Emission testing method for California Specification 01350).See California Department of Public Health's website for certification programs and testing labs.5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with airfiltration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters ofthe same value shall be included in the operation and maintenance manual.Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building asalready prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,county, city and county, California Community College, campus of the California State University, or campus of theUniversity of California, whichever are more stringent. When ordinances, regulations or policies are not in place, postsignage to inform building occupants of the prohibitions.5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through5.504.4.6.5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meetthe requirements of the following standards:1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except foraerosol products as specified in subsection 2, below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencingwith Section 94507.TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURALCOATINGS2,3GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITFLAT COATINGS50NONFLAT COATINGS100NONFLAT HIGH GLOSS COATINGS1505.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 etseq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.5. Other methods acceptable to the enforcing agency.TABLE 5.504.4.3 - CONT.GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITSPECIALTY COATINGSALUMINUM ROOF COATINGS400BASEMENT SPECIALTY COATINGS400BITUMINOUS ROOF COATINGS50BITUMINOUS ROOF PRIMERS350BOND BREAKERS350CONCRETE CURING COMPOUNDS350CONCRETE/MASONRY SEALERS100DRIVEWAY SEALERS50DRY FOG COATINGS150FAUX FINISHING COATINGS350FIRE RESISTIVE COATINGS350FLOOR COATINGS100FORM-RELEASE COMPOUNDS250GRAPHIC ARTS COATINGS (SIGN PAINTS)500HIGH-TEMPERATURE COATINGS420INDUSTRIAL MAINTENANCE COATINGS250LOW SOLIDS COATINGS1120MAGNESITE CEMENT COATINGS450MASTIC TEXTURE COATINGS100METALLIC PIGMENTED COATINGS500MULTICOLOR COATINGS250PRETREATMENT WASH PRIMERS420PRIMERS, SEALERS, & UNDERCOATERS100REACTIVE PENETRATING SEALERS350RECYCLED COATINGS250ROOF COATINGS50RUST PREVENTATIVE COATINGS250SHELLACS:CLEAR730OPAQUE550SPECIALTY PRIMERS, SEALERS & UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB & TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS INTHE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLEFROM THE AIR RESOURCES BOARD.TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTCURRENT LIMITHARDWOOD PLYWOOD VENEER CORE0.05HARDWOOD PLYWOOD COMPOSITE CORE0.05PARTICLE BOARD0.09MEDIUM DENSITY FIBERBOARD0.11THIN MEDIUM DENSITY FIBERBOARD20.131. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIRTOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FORADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:1. Manufacturer's product specification2. Field verification of on-site product containers5.504.4.4 Carpet Systems.All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs.https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 116 SF SERVICE99 SF STANDING32 LF53 SFSTOR204 SFSTORAGE76 SFUTILITY90 SFSERVICE172 SFTABLES & CHAIRS167 SFTABLES & CHAIRS24 SFJAN(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR(E) ENTRY &EXIT DOOR200 SFSTORAGE234 SFSTORAGE1175 SFCOMM KITCHEN(834 W/O EQUIP)56 SF SERVICE94 SFTABLES & CHAIRS(E) RREMPLOYEE(E) RRPUBLIC(E) STORAGE840 SFS-2(E) STORAGE460 SFS-2(N) FOOD PREP1,678 SFA-2(R) BEERTASTING3,018 SFA-2150 SFRETAIL85 SFRETAIL85 SFTABLES &CHAIRS325 SFTABLES & CHAIRS460 SFOUTDOORSTORAGEEXISTING STORAGE AREASNOT IN SCOPE OF WORK,NO CHANGES PROPOSED26'-9" > 1/3 MAX DIAGONAL78'-9" MAX OVERALL DIAGONAL38387(E) ENTRY &EXIT DOORXISATXISAISATXTXXXOOFFFFAA75' MAX EXIT TRAVEL DIST85' MAX EXIT TRAVEL DISTEXIT PATH TO PUBLIC WAY MIN 4' WIDE22"24"48"24 SFBEER PRODCT.(EQUIP ONLY)(E) RRPUBLICDETECTABLE WARNINGS MIN 3' WIDERYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161CODE COMPLIANCE PLANCODECOMPLIANCEPLANT4.1SHEET LEGENDOCCUPANCY LOAD FACTORSOCCUPANCY GROUPS:A-2 RESTAURANT/BARS-2 LOW-HAZARD STORAGEOCCUPANCY LOAD FACTORS (PER CBC 2022 TABLE 1004.1.2):ACCESSORY STORAGE AREAS 300 GROSSASSEMBLY UNCONCENTRATED 15 NET (TABLES & CHAIRS)ASSEMBLY CONCENTRATED 7 NET (CHAIRS ONLY)ASSEMBLY STANDING5 NETBAR SEATING18" PER SEATCOMMERCIAL KITCHEN, SERVICE 200 GROSSBUSINESS150 GROSSMERCANTILE60 GROSSWAREHOUSES500 GROSSOCCUPANCY AREA BOUNDARYFURNITURE FOR REFERENCE, SHOWN DASHEDEXIT PATH OF TRAVELACCESSIBLE LEVEL DOOR CLEARANCEACCESSIBLE CLEAR FLOOR AREA, 30" X 48"LOCATION OF ACCESSIBLE SEATINGINTERNATIONAL SYMBOL OF ACCESSIBILITY(E) PHOTOLUMINESCENT EXIT SIGNS,ELECTRICAL NOT REQ.TACTILE EXIT SIGNSSEMI RECESSED FIRE EXTINGUISHEROCCUPANT LOAD POSTED SIGNAGEOCCUPANCY CALCULATIONSA-2, BEER TASTING, PRODUCTION & STORAGE AREAS:TABLES & CHAIRS 433 SF / 15 NET = 28.9BAR SEATING 32 LF / 18" PER SEAT= 19.2ADA BAR SEATING ONE PLUS COMP = 2.0BAR STANDING 99 SF / 5 NET = 19.8BAR SERVICE 206 SF / 200 GROSS = 1.0STORAGE 480 SF / 300 GROSS = 1.6BEER PRODUCTION 24 SF / 200 GROSS = 0.1MERCANTILE235 SF / 60 GROSS = 3.9TOTAL(>49 OCC, 2 EXITS REQ'D) 76.5 OCCA-2, FOOD PREP AREA:COMM KITCHEN 1,175 SF / 200 =5.9SERVICE 56 SF / 200 =0.3STORAGE 311 SF / 300 =1.0TOTAL(<49, 1 EXIT REQ'D) 7.2 OCCS-2, ADJACENT STORAGE AREA (NOT IN SCOPE)STORAGE1,300 SF / 500 = 2.6 OCCTOTAL INDOOR87 OCCOUTDOOR AREASOUTDOOR PATIO 325 SF / 15 = 21.7OUTDOOR STORAGE460 SF / 300 = 1.5TOTAL OUTDOOR 23.2 OCCGRAND TOTAL 110 OCCTOTAL OCCUPANT LOAD OF PREVIOUS PERMIT 99 OCCBLDG-3651-2019< 20% INCREASEPLUMBING CALCULATIONSPLUMBING OCCUPANCY CALCS (PER 2022 CPC TABLE 422.1):A-2 BEER TASTING 2,437 SF / 30 OLF = 81.2A-2 OUTDOOR PATIO 325 SF / 30 OLF = 10.8S-2 STORAGE PATIO460 / 4,000 OLF = 0.1TOTAL 92 (46 M / 46 F)REQUIRED PROVIDED **WATER CLOSETS 1 M / 2 F(E) 2 PUBLIC SHARED *URINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 2 PUBLIC SHARED *DRINKING FOUNTAIN 1 N/A (WATER SERVICE)SERVICE SINK1 1A-2 FOOD PREP1,175 SF / 50 OLF = 23.5S-2 STORAGE (E)1,300 SF / 4,000 = 0.3TOTAL 24 (12 M / 12 F)REQUIRED PROVIDED **WATER CLOSETS 1 M / 1 F(E) 1 EMPLOY SHAREDURINAL1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F(E) 1 EMPLOY SHAREDDRINKING FOUNTAIN 1 N/A, KITCHENSERVICE SINK1 1* PER CPC 422.2 EX (4), SEPARATE FACILITIES SHALL NOT BE REQUIREDWHERE ROOMS HAVE FIXTURES DESIGNED FOR USE BY ALL GENDERS ANDTHE WATER CLOSETS ARE INSTALLED IN PRIVACY COMPARTMENTS.EACH COMPARTMENT SHALL BE LOCKABLE FROM THE INSIDE OF THECOMPARTMENT, WITH A DOOR LOCKING DEVICE THAT IS READILYDISTINGUISHABLE AS LOCKED FROM THE OUTSIDE OF THECOMPARTMENT* PER CPC 422.2.2, WHERE A SEPARATE TOILET FACILITY IS REQUIREDFOR EACH SEX, AND EACH TOILET FACITY IS REQUIRED TO HAVE ONLYONE WATER CLOSET, TWO FAMILY OR ASSISTED-USE TOILET FACILITIESSHALL BE PERMITTED IN PLACE OF THE REQUIRED SEPARATE TOILETFACILITIES** PER CEBC 1009.1, EXCEPTION: ONLY WHERE THE OCCUPANT LOAD OFTHE STORY IS INCREASED BY MORE THAN 20 PERCENT, PLUMBINGFIXTURES FOR THE STORY SHALL BE PROVIDED IN QUANTITIES SPECIFICIN THE CPC BASED ON THE INCREASED OCCUPANT LOADISAXTXFOSHEET NOTES1. WHERE DINING SURFACES ARE PROVIDED FOR THECONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THESEATING AND STANDING SPACES AT THE DINING SURFACESSHALL COMPLY WITH CBC 11B-902. DINING SURFACESREQUIRED TO BE ACCESSIBLE SHALL BE DISPERSEDTHROUGHOUT THE SPACE INCLUDING EACH TYPE OF SEATING INAN AREA, CBC 11B-226.22. TABLES ACCESSIBLE TO WHEELCHAIR USERS SHALL HAVE AMAXIMUM HEIGHT OF 34" AND MUST ACCOMMODATE A30"X48"CLEAR FLOOR SPACE. THE SPACE BENEATH EACHTABLE FOR LEG ROOM SHALL BE MINIMUM 19" DEEP, 30" WIDEAND 27" HIGH, MEASURED FROM THE FINISHED FLOOR LEVEL.3. PANIC BARS TO BE PROVIDED ON EXTERIOR DOORS PER 1010.2.9CBC; CONTRACTOR TO V.I.F. REPAIR AND REPLACE AS NEEDED.4. ACCESSIBLE PATHS OF TRAVEL / EXIT DISCHARGE ROUTE SHALLNOT HAVE A RUNNING SLOPE STEEPER THAN 1:20 AND A CROSSSLOPE STEEPER THAN 1:48 PER CBC 11B-403.35. ALL EMERGENCY LIGHTING TO HAVE A BATTERY BACK UPOPTION OR SIMILAR METHOD FOR OUTAGES PER 1008 CBC.REFER TO ELECTRICAL SHEETS FOR EMERGENCY LIGHTINGLOCATIONS..BUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 BEER TASTING = 3,018 SFA-2 FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF1111111111212222 RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384HEALTHDEPARTMENTREQUIREMENTST5.1HEALTH DEPARTMENT REQUIREMENTS RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384HEALTHDEPARTMENTREQUIREMENTST5.2HEALTH DEPARTMENT REQUIREMENTS / CONTINUED 19185'-0"3'-0"202021RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SITE PLANA1.1KEYNOTES01 (E) FIRE HYDRANT TO REMAIN02 (E) CURB TO REMAIN, TYP.03 (E) CHANNEL TO REMAIN, TYP.04 (E) DRIVEWAY TO REMAIN05 (E) SIDEWALK TO REMAIN, TYP.06 (E) 2 BICYCLE RACK TO REMAIN07 (E) CMU HALF HEIGHT WALLS TO REMAIN, TYP.08 (N) FENCE, TYP.09 (E) STANDARD PARKING SPACES TO REMAIN, TYP.10 (E) PAVED PATH OF TRAVEL TO REMAIN, 1:20 MAX IN DIRECTION OFTRAVEL, 1:48 MAX CROSS SLOPE; VFY (E) STRIPING MIN 4' WIDE TODENOTE PEDESTRIAN PATH OF TRAVEL AT ADJ VEHICULAR TRAFFIC11 REMOVE (E) TRUNCATED DOME SURFACE, TYP.12 (E) VAN ADA PARKING SPACE TO REMAIN, TYP.13 (E) LANDSCAPING TO REMAIN, TYP.14 (E) 6 BICYCLE RACK TO REMAIN15 (E) PATIO PAVERS TO REMAIN, TYP.16 (E) CONCRETE TO REMAIN, TYP.17 (E) HALF HEIGHT WALL TO REMAIN18 (E) 1'-0" GAP BETWEEN EXISTING BUILDINGS19 (E) 8" FIRE RATED CMU WALL ON ADJACENT BUILDING, NOT IN SCOPE20 (N) DETECTABLE WARNINGS FOR VEHICULAR SEPARATION, MIN 36" W21 (N) 4" H CONC CURB FOR VEHICULAR SEPARATIONSHEET LEGENDSHEET NOTES1. REFER TO SITE PLAN GENERAL NOTES ON SHEET T2.12. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY LOT LINES,PRIOR TO FOUNDATION INSPECTION, THE LOT CORNERS SHALL BESTAKED AND SETBACKS MARKED BY A LICENSED SURVEYOR3. PROVISIONS SHALL BE MADE FOR THE CONTROL AND DRAINAGE OFSURFACE WATER AROUND BUILDINGS. DRAINAGE SYSTEMSNECESSARY SHALL BE ADEQUATE TO PREVENT WATER FROMENTERING AND ACCUMULATING UNDER THE BUILDING. DRAINAGEWATER FROM IMPROVEMENTS AND LAND CONTOUR CHANGES SHALLNOT DRAIN ONTO OR ACROSS ADJACENT PROPERTIES EXCEPT INRECORDED DRAINAGE EASEMENTS OR NATURAL WATERWAYS.[SLOMC 15.04.020.BB] LOTS SHALL BE GRADED TO DRAIN SURFACEWATER AWAY FROM FOUNDATION WALLS. THE GRADES SHALL FALLA MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET [R401.3].4. ALL EXTERIOR BUILDING LIGHTING TO REMAIN, REPAIR AND REPLACEAS NEEDED, V.I.F.PROPERTY LINESETBACK LINEWATER LINESEWER LINEPOWER LINEGAS LINESCALE: 3/32" = 1'-0"1SITE PLAN0 24816N11115'-0" 48" MIN 1122 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"435132672EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(E) BATH(E) COLD STORAGE(E) BATH(E) UTIL CLOSET(E) HALL(E) CIDER TASTING(E) BATH(E) CIDER PRODUCTION(E) STORAGE2A4.11A3.1A3.1A4.12A3.1SUITE 130SUITE 110SUITE 10089RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161EXISTING FLOOR PLANEXISTINGFLOOR PLANA2.1SHEET LEGENDSHEET NOTESKEYNOTES01 (E) SINK TO BE REMOVED, TYP.02 (E) WALL TO BE REMOVED, TYP.03 (E) DOOR TO BE REMOVED, TYP.04 (E) WINDOW TO BE REMOVED05 (E) COILING GARAGE DOOR TO BE REMOVED, TYP.06 (E) ELECTRICAL PANEL TO REMAIN, TYP.07 (E) PLUMBING FIXTURES TO REMAIN, TYP.08 (E) GLASS ROLL-UP GARAGE DOOR TO REMAIN09 (E) MIN 1-HR FIRE RATED, GROUT FILLED 8" CMU WALL ALONG ENTIRELENGTH OF (E) BUILDING; NO (N) PENETRATIONS PROPOSED1. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.(E) WALLS TO REMAIN(E) 8" GROUT FILLED CMU WALL AT PROPERTYLINE, MIN 1-HR FIRE RATED(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE11111222 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR(N) FOOD PREP(E) BATH(R) BEER TASTING(R) COLD STORAGE(N) HALL(E) BATH(R) UTIL(E) HALL(N) JAN(R) BEER TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL PROPOSED FLOOR PLANOVERALLPROPOSEDFLOOR PLANA2.2SHEET LEGENDSHEET NOTES1A2.41A2.31. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. SEE DOOR & WINDOW SCHEDULES ON SHEET A6.13. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.4. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.5. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.6. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.7. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.8. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.9. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.10. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.11. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE11112FINISH SCHEDULE1 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"123436510891256431(E) BATH(E) BATH(E) HALL(R) UTILITY10'-0" x 7'-7"(R) COLD STORAGE(R) BEER TASTING7891011(N) HALL(R) BEER TASTING121213141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB1117RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE: 1/4" = 1'-0"042181PROPOSED FLOOR PLAN / WESTPROPOSEDFLOOR PLANWESTA2.3SHEET LEGENDSHEET NOTESEQUIPMENT LIST12345678KEYNOTES01 (N) PONY WALL, TYP.02 (E) FLOOR DRAIN03 (N) 3'-0" X 6'-8" DOUBLE-SWINGING DOOR04 (N) SHELVING05 (N) 34" H LOWER CASEWORK & COUNTERTOP FOR EMPLOYEE ANDCUSTOMER USE, PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FORADA APPROACH, SHOWN DASHED06 (N) PASS-THRU WINDOW07 (N) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.08 (E) LINE OF SOFFIT ABOVE SHOWN DASHED, TYP.09 (E) COLUMNS TO REMAIN, TYP.10 (E) EXTERIOR AWNINGS TO REMAIN, TYP.11 (N) BUILT-IN STORAGE CABINET12 (E) CONCRETE FLOORING TO REMAIN THROUGHOUT, GRIND AND SEALAS REQUIRED CONTRACTOR TO V.I.F.13 (N) SELF-SERVE GLASS AND WATER BOTTLE FILL STATION; PROVIDEMIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWNDASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFYMIN 15" TO MAX 48" AFF14 (N) SODA MACHINE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACH SHOWN DASHED, SEE DETAIL 7/A7.2 FOR ACCESSIBLE REACH RANGES, VFY MIN 15" TO MAX 48" AFF15 (N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.16 (N) 36" H LOWER CASEWORK & COUNTERTOP WORKSTATION FOREMPLOYEE USE ONLY17 (N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESS LADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTSECOLAB GLASS WASHER, MODEL NO. ES4000EXISTING MOP SINKHAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615STHREE COMPARTMENT SINK, 120 3/8" x 30" x 45", MODEL NO. SH24243DWALK-IN COOLER, MODULAR, SELF-CONTAINEDBEVERAGE REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01NOT USEDREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01SODA MACHINE OWNER SUPPLIED, SPEC TBD.SELF-SERVE GLASS AND WATER BOTTLE FILL STATIONPORTABLE BREWING SYSTEM EQUIP, SABCO BREW-MAGIC V350 MS9101. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111111111111122 164'-0"164'-0"1A3.14456756724'-0"24'-0"23'-0"24'-0"24'-0"23'-0"12023486666669711121314151617221819214'-0"4'-0"4'-0"4'-5"4'-5"2'-6"5'-8" X 7'-9"(N) JAN8'-0"20'-0"56'-5" X 3'-8"104123(N) STORAGE56(E) BATH237EXISTING TO REMAINNOT IN SCOPE88910(N) FOOD PREP11121314SUITE 100SUITE 110+34 HRYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384NSCALE: 1/4" = 1'-0"042181PROPOSED FLOOR PLAN / EASTPROPOSEDFLOOR PLANEASTA2.41ELECTRIC CONVEYOR OVEN BY LINCOLN FOODSERVICE MODEL NO. 2500/1346GAS GRIDDLE BY VULCAN, 48" x 27" x 16", MODEL NO. VCRG48-MGAS HOT PLATE BY VULCAN, 24" x 29.3" x 13.3", MODEL NO. VCRH36FREE STANDING GAS FRYER BY VULCAN, 15 1/2" x 29 3⁄4" x 46 5⁄8", MODEL NO. LG400WORKTOP FREEZER BY BEVERAGE-AIR, 36" x 32" x 39 5/8",MODEL NO. WTF36AHCPIZZA PREPARATION TABLE BY TRUE 93 3/8" x 33 5/8" x 38 7/8", [height plus 6" for legs/castors]SOFT SERVE FREEZER BY SPACEMAN, 20.9" x 25.6" x 37.6", MODEL NO. 6235-CREACH-IN REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01BEVERAGE REFRIGERATOR, 36" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01HAND SINK BY GSW USA, 15 3/4 " x 15 1/4" x 13 3/8'", MODEL NO. HS-1615SONE COMPARTMENT SINK BY GSW USA, 39 1/8" x 30" x 45", MODEL NO. SH18241RCHEF BASE BY TRUE, 72 3/8" x 32 1/8" x 20 1/2", MODEL NO. TRCB-72-HCLOW TEMPERATURE ELECTRIC COOK & HOLD OVEN BY ALTO-SHAAM, 23 15/16" x 31 5/8" x 75 5/8",MODEL NO. 1000-TH-IFUTURE EQUIP SHOWN DASHED; ROTATING SINGLE RACK BAKING OVEN WITH INTEGRATEDTYPE II HOOD; LISTED AS DEFERRED SUBMITTAL ON T1.0MIXER, PLANETARY, BY HOBART, MODEL NO. H-600BAKERS TOP WORK TABLE BY BK RESOURCES, 96" x 30" x 38 3/4", MODEL NO. MBTSOB-9630WORK TABLE, STAINLESS STEEL TOP BY GSW USA, 72" x 30" x 35", MODEL NO. WT-EE3072REACH-IN FREEZER BY TRUE, 78 1/8" x 29 1/2" x 78 3/8", MODEL NO. T-72F-HCWALK-IN COOLER, MODULAR, SELF-CONTAINED, BY AMERIKOOLER MODEL NO. 24-33261THREE COMPARTMENT SINK BY GSW USA, 120 3/8" x 30" x 45", MODEL NO. SH24243DDISH RACK SHELVINGMOP SINK BY GSW USA, 24" x 24" x 14", MODEL NO. SE2424FM-UPTYPE I WALL RANGE HOOD BY GREENHECK, 144" x 48" x 24" MODEL NO: GXEW SEE MECHANICALSHEETSEQUIPMENT LIST2345610111213141517187891619202122SHEET LEGENDSHEET NOTESKEYNOTES01 (N) PASS-THRU WINDOW02 (N) P.O.S. STATIONS03 (N) 4'x8' OVERALL SERVICE WINDOW WITH INTEGRATED SOLID SECURITY EXTERIOR AWNING;18" W X 12" H PASS-THRU WINDOW OPENINGS (216 SQ IN), NOT CLOSER TOGETHER THAN 18INCHES; EACH OPENING SHALL BE PROVIDED WITHA SOLID OR SCREENED WINDOW,EQUIPPED WITH A SELF CLOSING DEVICE, SCREENING SHALL BE AT LEAST 16 MESH PER SQIN; WITH 34" H COUNTER, SURFACE OF THE COUNTER & OPENINGS SHALL BE SMOOTH ANDEASILY CLEANABLE; PROVIDE MIN 30" X 48" CLEAR FLOOR SPACE FOR ADA APPROACHSHOWN DASHED, SEE DETAIL 7/A7.2 FOR REACH RANGES, VFY MIN 15" TO MAX 48" AFF04 (N) WALL05 (N) EXPO COUNTER06 (N) FLOOR DRAIN, SEE PLUMBING SHEETS, TYP.07 (N) ATTIC ACCESS; CONTRACTOR TO V.I.F. FOR LOCATION AND REQUIREMENTS FORMECHANICAL ACCESS AND COORDINATION08 (N) 2'-6" X 6'-8" SWING DOOR09 (N) 3'-0" X 6'-8" SWING DOOR10 (N) 6'-0" X 6'-8" DOUBLE SWING DOOR11 WALLS IN FOOD PREP AREA TO BE PTD. GYP. W/ 4' FRP WAINSCOT & STAINLESS STEELPANELS AROUND KITCHEN HOOD; SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL& MARLITE STANDARD FRP COLOR P403N MEDIUM GRAY OR EQUAL12 FLOOR IN FOOD PREP AREA TO BE SELF-LEVELING POLYASPARTIC FLOOR COATING W/EPOXY COVED BASE; SPEC: SHERWIN-WILLIAMS POLY-CRETE SLB OR EQUAL &SHERWIN-WILLIAMS EPOXY COVE BASE SYSTEM OR EQUAL13 TYPE II KITCHEN HOOD FOR BAKING USE ONLY14 GAS FRYER TO HAVE A GUARD FOR PROTECTION PER 515 CMC, CONTRACTOR TO V.I.F.231. REFER TO FLOOR PLAN GENERAL NOTES ON SHEET T2.12. FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OFDOOR, WINDOW OR FIXTURE, UNLESS OTHERWISE NOTED.3. CONTRACTOR TO VERIFY LAYOUT, ROUGH FRAMING AND FINISHDIMENSIONS WITH INTERIOR DOOR AND FINISH SELECTIONS.4. PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.5. WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.6. AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.7. WHERE DOOR IS LOCATED WITHOUT DIMENSION AT THE CORNER OFA ROOM IT SHALL BE 4" FROM FACE OF FRAMING OF ADJACENT WALLTO ROUGH DOOR OPENING.8. WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.9. REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.10. ALL EQUIPMENT ON CASTERS TO BE ATTACHED BACK TO THE STRUCTURE TO PREVENT MOVEMENT PER 918.6 CMC.(E) WALLS TO REMAIN(N) 2X WD FRAMED WALL(E) AREA NOT IN SCOPE111111122 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"LLLLLLLLLLLLLLLLLL1243EXISTING TO REMAINNOT IN SCOPEEXISTING TO REMAINNOT IN SCOPE(N) STOR+/- 10'-0"(N) FOOD PREP+/- 10'-0"(E) BATH+/- 8'-0"(R) BEER TASTING+/- 15'-6"(R) COLD STORAGE8'-0"(N) HALL+/- 15'-6"(E) BATH+/- 8'-0"(E) BATH+/- 8'-0"(R) UTIL+/- 8'-0"(E) HALL+/- 8'-0"(N) JAN+/- 8'-0"(R) BEER TASTING+/- 15'-6"56782A4.11A3.13A3.11A4.12A3.19RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161REFLECTED CEILING PLANREFLECTEDCEILINGPLANA2.5SHEET LEGENDSHEET NOTESKEYNOTES1. REFER TO REFLECTED CEILING PLAN, ELECTRICAL & TITLE 24ENERGY GENERAL NOTES ON SHEETS T2.1 & T2.22. CONTRACTOR TO COMPLETE ELECTRICAL WALK THROUGH W/OWNER PRIOR TO INSTALL TO VERIFY FIXTURE LOCATIONS.3. SEPARATE SWITCH IN BATHROOM TO CONTROL IAQ FAN. LEAVE ONUNLESS OUTDOOR AIR QUALITY IS VERY POOR.4. ALL RECEPTACLES LOCATED WITHIN BATHROOMS ARE REQUIREDTO BE GFCI PROTECTED.5. RECEPTACLES SHALL NOT BE INSTALLED WITHIN A ZONE 3 FTHORIZONTALLY & 8 FT VERTICALLY FROM THE TOP OF THEBATHTUB RIM OR SHOWER STALL THRESHOLD (2022 CEC 406.9(c)).6. ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROLHEIGHTS. ELECTRICAL RECEPTACLE OUTLETS, SWITCHES ANDCONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATIONAND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS,SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROMTHE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHESMEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THEFINISH FLOOR (2022 CRC R327.1.2).7. ALL EXTERIOR RECEPTACLE OUTLETS SHALL HAVE GFCIPROTECTION AND WEATHERPROOF COVERS.8. WALL MOUNTED LED OUTDOOR LIGHT FIXTURES TO HAVE ALL OFTHE FOLLOWING CONTROLS: MOTION SENSOR; PLUSPHOTOCONTROL; ASTRONOMICAL TIME CLOCK OR EMCS; PLUS AMANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON THEAUTOMATIC CONTROLS9. BATHROOM FANS SHALL BE ENERGY STAR COMPLIANT AND BEDUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESSFUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATIONSYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN ARELATIVE HUMIDITY RANGE OF 50 PERCENT TO A MAXIMUM OF 80PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL ORAUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOTREQUIRED TO BE INTEGRAL.10. ALL RECESSED LIGHTS MUST BE ON A DIMMER OR VACANCYSENSOR AND COMPLY WITH JA8-2022-E [CENC TABLE 150.0-A #7].SCREW BASES ARE NOT ALLOWED FOR LUMINAIRES RECESSED INCEILINGS. [CENC 150.0(K)1GI]11. LIGHTING IN ATTACHED AND DETACHED GARAGES, BATHROOM,LAUNDRY ROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACYLUMINAIRES AND AT LEAST ONE CIRCUIT CONTROLLED BYVACANCY SENSORS. (CEnC 150k6)12. CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)13. THE OVERFLOW DISCHARGE LINES SHALL TERMINATE AT ANAPPROVED LOCATION WHERE THEY CAN BE READILY OBSERVED(CMC 312.2)14. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TOTERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS ACOMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL.14.1. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENTBETWEEN A RELATIVE HUMIDITY RANGE OF 50 PERCENT TO AMAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZEMANUAL OR AUTOMATIC MEANS OF ADJUSTMENT.14.2. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TOTHE EXHAUST FAN AND IS NOT CONSIDERED TO BE INTEGRALLED CEILING MOUNTED PENDANT LIGHT FIXTURELED WALL MOUNTED LIGHT FIXTURELED RECESSED CEILING LIGHT FIXTUREEXHAUST FAN, 50 CFMCEILING FAN W/ LED LIGHT FIXTURELED LINEAR SURFACE MOUNTED LIGHT FIXTURELED CEILING MOUNTED PENDANT LIGHT FIXTURE W/ 16"SHADESURFACE MOUNTED INTERIOR TRACK, 12' SECTIONSL01 (N) RANGE HOOD, TYP.02 (E) LINE OF GARAGE DOOR TO REMAIN, TYP.03 (E) EXTERIOR AWNING TO REMAIN, TYP.04 (E) 8'-0" SOFFIT TO REMAIN05 (E) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZING06 (N) ATTIC ACCESS THROUGH WALL, V.I.F. FOR LOCATION AND SIZINGTO MATCH EXISTING ATTIC ACCESS07 (E) DECORATIVE WOOD BEAMS ABOVE BELOW BOTTOM OF ROOFFRAMING08 REFER TO ELECTRICAL SHEET FOR ALL LIGHTNING INFORMATION09 ALL CEILINGS IN FOOD PREP AREA TO BE PTD. GYP.SPEC: SEMI-GLOSS SHERWIN-WILLIAMS WHITE OR EQUAL11 164'-0"ADD181823'-0"234B34567567BC12'-0"48'-0"24'-0"24'-0"24'-0"23'-0"21'-0"20'-9"35'-0"20'-9116"24'-0"24'-0"24'-0"23'-0"21'-0"2A4.11A3.13A3.11A4.12A3.123416755213SLOPEEXISTINGSLOPEEXISTINGSLOPEEXISTINGSLOPEEXISTING688911121014RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-323840N81/8" = 1'-0"SCALE:421161OVERALL ROOF PLANROOF PLANA2.6SHEET NOTESKEYNOTES01 (E) ROOF EDGE FLASHING TYP.02 (E) TOP OF CMU WALL03 (E) SKYLIGHTS TO REMAIN, REPAIR AND REPLACE AS NEEDEDCONTRACTOR TO V.I.F. TYP.04 (E) PASSIVE ROOF VENTS TO REMAIN, REPAIR AND REPLACE ASNEEDED CONTRACTOR TO V.I.F. TYP.05 (E) SINGLE PLY ROOF MEMBRANE TO REMAIN, REPAIR AND REPLACEAS NEEDED06 (E) CONCEALED GUTTER SYSTEM TO REMAIN07 (E) AWNINGS TO REMAIN, TYP.08 (E) ROOF DRAIN & SEPARATE OVERFLOW DRAIN TO REMAIN09 (N) KITCHEN EXHAUST FAN, SEE MECHANICAL TYP.10 (N) HEAT PUMP CONDENSER UNITS ON EQUIPMENT PAD, SEEMECHANICAL AND STRUCTURAL TYP.11 (E) VERIFY LOCATION OF EXISTING SKYLIGHTS AND MODIFY ASREQUIRED FOR MECHANICAL EQUIPMENT AND DUCTING; SHOWNDASHED FOR REFERENCE CONTRACTOR TO V.I.F. TYP.12 (N) INTAKE HOOD ON EQUIPMENT PAD, SEE MECHANICAL ANDSTRUCTURAL13 (E) LOWER ROOF TO REMAIN14 (N) EXTERIOR WALL MOUNTED COMPLIANT FIXED ROOF ACCESSLADDER W/ PLATFORM AND RAIL EXTENSIONS AS REQ'D; MIN. 16"CLR BETWEEN RAILS, MIN. 15" CLR FROM FIXED OBJECTS11. REFER TO ROOF PLAN GENERAL NOTES ON SHEET T2.12. ALL ROOFING MATERIALS, COVERINGS, UNDERLAYMENT, AND VENTSTO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.3. ROOF GUTTERS SHALL BE PROVIDED WITH MEANS TO PREVENTACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.4. CONTRACTOR TO V.I.F. FOR ALL ROOF PENETRATIONS22 T.O. (E) LOWER ROOF+/- 12'-6"H.D. H.T.8'-0"H.D. H.T.6'-8"T.O. (E) UPPER ROOF+/- 17'-6"H.D. H.T.8'-0"H.D. H.T.10'-0"32114510987116661'-0"1'-6"H.D. H.T.8'-0"H.D. H.T.10'-0"411T.O. (E) UPPER ROOF+/- 17'-6"H.D. H.T.10'-0"H.D. H.T.6'-8"1037113'-6" MIN RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384081/8" = 1'-0"SCALE:421161FRONT EXTERIOR ELEVATIONKEYNOTESEXTERIORELEVATIONSA3.1081/8" = 1'-0"SCALE:421163SIDE EXTERIOR ELEVATION01 (E) DOORS AND WINDOWS TO REMAIN, U.N.O.02 (E) STOREFRONT DOOR AND WINDOWS03 (E) EXTERIOR LIGHTS TO REMAIN, TYP.04 (E) METAL AWNING TO REMAIN, TYP.05 (E) GLASS GARAGE DOOR TO REMAIN06 (N) VERTICAL WOOD BOARD SIDING, TYP.07 (N) 8' x 7'-2"AWNING WINDOW WITH FIXED PANES ABOVE, TYP.08 (N) DOOR, TYP.09 (N) 8' x 4' PASS-THRU SERVICE WINDOW WITH INTEGRATED AWNINGSYSTEM SPEC TBD18" W X 12" H WINDOW OPENINGS (216 SQIN) PER HEALTHDEPARTMENT CONDITIONAL APPROVAL LETTER10 (E) COILING GARAGE DOOR TO REMAIN11 (E) EXISTING METAL SIDING TO REMAIN, TYP.12 (N) VERTICAL WOOD BOARD SIDING, TYP.081/8" = 1'-0"SCALE:421162SIDE EXTERIOR ELEVATIONSHEET NOTES1. REFER TO EXTERIOR ELEVATION GENERAL NOTES ON SHEET T2.12. GRIDLINES ARE TO FACE OF CONCRETE OR FRAMING, OR CENTERLINEOF STRUCTURAL ELEMENTS, UNLESS OTHERWISE NOTED.3. EXTERIOR MATERIALS ARE SHOWN GENERICALLY. ACTUALMATERIALS TO BE SELECTED BY ARCHITECT OR OWNER.1112 HALLOPEN TO +/-15'-8"OPEN TO BEYONDOPEN TO TASTINGBEER TASTINGPRE-FAB COLD BOX STORAGESTORAGEFOOD PREPFOOD PREPNEW 2X WALL FRAMING, TYP.R-15 MIN INSULATION FOR INTERIOR WALLS & R-23MIN FOR EXTERIOR WALLS WHERE REQUIRED PER T24NEW 2X CEILING FRAMING, TYP.R-30 MIN INSULATION WHERE REQUIRED PER T24PRE-FAB COLD BOX STORAGEBEER TASTINGOPEN TO BEYOND8'-0" +/-15'-0" 8'-0" +/-15'-6" +/-16'-0"PRE-FAB COLD BOX WALL, TYP.EXISTING TO REMAINEXISTING TO REMAINEXISTING TO REMAIN, TYP.RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384SCALE: 3/16" = 1'-0"1BUILDING SECTIONBUILDINGSECTIONSA4.1SCALE: 3/16" = 1'-0"2BUILDING SECTION1 TYP.6" HEIGHT INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALLCONSIST OF A WHITE FIGURE ON A BLUEBACKGROUND. THE BLUE SHALL BE EQUAL TOCOLOR NO. 15090 IN FEDERAL STANDARD 595C.CBC 11B-703.7.2.1XX6"3"LETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7036"3"LETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7033/8" - 12"3/8" - 12"EXIT ROUTE SIGNLETTERS AND NUMERALS SHALL BERAISED 1/32", UPPER CASE, SANS SERIFTYPE AND SHALL BE ACCOMPANIED WITHCONTRACTED GRADE II BRAILLE. RAISEDCHARACTERS SHALL BE AT LEAST 5/8"HIGH, BUT NO HIGHER THAN 2". PER CBCSECTION 11B-7033/8" - 12"ROUTE12"12"12"12"12"12"EXIT SIGNROOM NAMENOTE:1. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROMTHE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THEBASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.2. TACTILE EXIST SIGNS ARE REQUIRED AT THE FOLLOWING LOCATIONS:A. EACH GRADE-LEVEL EXTERIOR EXIT DOOR IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT"B. EACH EXIST DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BEIDENTIFIED BY A TACTILE EXIST SIGN WITH THE APPROPRIATE WORDS:"EXIT STAIR DOWN", "EXIST RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP"C. EACH EXIST ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUALEXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORK "EXIT ROUTE."D. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT"LETTERING RAISED 1/32"LETTERING RAISED 1/32"CONTRACTED GRADE IIBRAILLELETTERING RAISED 1/32"CONTRACTED GRADE IIBRAILLELETTERING RAISED1/32"CONTRACTED ROOMIDENTIFICATION NUMBERCONTRACTED GRADE IIBRAILLEROOM SIGNAGEINTERNATIONAL SYMBOL OFACCESSIBILITY1128NOTES:1. PROVIDE AT LEAST ONE ACCESSIBLE BUILDING ENTRANCE SIGN AND ADDITIONAL DIRECTIONAL SIGNS AS REQUIREDTO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.2. LETTERS & NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 STROKE WIDTH TOHEIGHT RATIO BETWEEN 1:5 TO 1:10.3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEW DISTANCE FROM WHICH THEYARE READ. LOWER CASE LETTERS ARE PERMITTED.4. LETTERS & NUMERALS SHALL BE RAISED 1/32" UPPERCASE, SANSERIF & SHALL BE ACCOMPANIED W/ GRADE 2BRAILLE. RAISED CHARACTERS SHALL BE 5/8"-2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENTVERBAL DESCRIPTION DIRECTLY BELOW.5. THE CHARACTERS & BACKGROUNDS OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS & SYMBOLS SHALL CONTRAST W/ THEIR BACKGROUND.6. PERMANENT IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THEDOOR. WHERE THERE IS NO WALL SPACE TO LATCH SIDE OF DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNSSHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 48" MIN A.F.F. TO BASELINE OFLOWEST LINE AT BRAILLE & 60" A.F.F. TO HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION FOR SUCHSIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING WITHIN SWING OF THE DOOR. 18" X 18" CLEAR SPACE AT TACTILE SIGNAGE TOBE PROVIDED BEYOND ANY DOOR SWING PER CBC 11B-703.4.2.60" 60"ENTRANCE & DIRECTIONAL SIGNAGE6"6"48"NUMBER/LETTERINGBRAILLE10" MIN. BOTTOM RAILKICK PLATEDOOR CLOSURESACCEPTABLE DOOR HARDWARE &MOUNTING HEIGHTSDOOR CLOSURES IF PRESENT, MUST BE SET SO THATFROM AN OPEN POSITION OF 90°, THE TIME REQUIREDTO MOVE THE DOOR TO A POSITION OF 12° FROM THELATCH IS 5 SECONDS MINIMUM.PUSHFINISH FLOOR10" 12° 90 ° 5 SEC . 34" - 44" 48" MAX.NOTE:REFLECTIVE SIGNS CONSTRUCTED OF PORCELAINSTEEL WITH BEADED TEXT OR EQUALTOP OF WALKING SURFACEBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)INTERNATIONAL ACCESSIBILITY SYMBOL(WHITE COLOR)DIRECTIONAL ARROW(WHITE COLOR)1/2" RADIUSNOTE:PER CBC 11B-502.6.4, THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAXIMUM OF 6INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACEAND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE.3'-0"3'-0" 2"2"8"2"1'-0"R1 0 "3"R3"1012"2"2"1'-1"1'-3"1'-4"2"112"R3"112 "5"CENTERLINE OFSTALLSOLID BLUETRAFFIC PAINTBACKGROUNDSOLID WHITE TRAFFICPAINT BORDER ANDSYMBOL80" MIN.NOTE:REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITHBEADED TEXT OR EQUALTOP OF WALKING SURFACEVAN ACCESSIBLEMINIMUMFINE $250PARKINGONLYBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)INTERNATIONAL ACCESSIBILITY SYMBOL(WHITE COLOR)SIGNS SHALL BE 70" SQUAREMINIMUM1/2" RADIUSAN ADDITIONAL SIGN OR ADDITIONLANGUAGE BELOW THE SYMBOL OFACCESSIBILITY SHALL STATE"MINIMUM FINE $250.00"1/2" RADIUSSPACES COMPLYING WITH CBCSECTION 11B-502 SHALL HAVE A "VANACCESSIBLE," WHERE APPLICABLE1/2" RADIUS9'-0" MIN.5'-0" MIN8'-0" MIN. FOR VAN18'-0" MIN.3'-0" MIN.WHEEL STOP AS REQUIRED TOPREVENT ENCROACHMENT OVERREQUIRED WIDTH OF WALKWAYLOADING/UNLOADING ACCESSZONE 5'-0" MIN. AND 8'-0" FOR VANACCESSIBLE. BLUE BORDER ANDCONTRASTING HATCHING AT 36"O.C. MAXIMUM PREFERABLE BLUEOR WHITE FOR ACCESS AISLESTRIPING PER CBC 11B-502.3.3.ACCESSIBLE PARKING STALL WITHMAX 2% SLOPE IN ANY DIRECTION36" X 36" MIN. SQUARE ISAPAVEMENT SIGNNO PARKING12" HIGH "NO PARKING" LETTERS TOBE PAINTED IN WHITE LETTERS PERCBC 11B-5.2.3.3.NOTE: ACCESSIBLE SPACES SHALL BE LOCATED SO A PERSON WITH ADISABILITY IS NOT COMPELLED TO WHEEL OR WALK BEHIND A PARKINGSPACE OTHER THAN THEIR OWN ACCESSIBLE SPACE.2.3" - 2.4"2.3" - 2.4"0.9" - 0.92" AT BASE0.18" - 0.22"TYPICAL SECTIONTAPERED EDGESWHERE EXPOSED0.45" - 0.47" AT TOPNOTE:DETECTIBLE WARNING SURFACES SHALL BE YELLOW. THE MATERIAL USED TO PROVIDECONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. DETECTIBLE WARNING SURFACESSHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.3'-0"4'-0" MIN.6" CURBMAX. 1:12 SLOPED RAMP WITH MAX.1:48 CROSS SLOPE, NON-SLIP HEAVYBROOM FINISH OR EQUAL TO PROVIDECONTRASTING FINISH WITH ADJACENTSIDEWALKTRUNCATED DOME TILES,REFER TO DETAILSVEHICULAR TRAFFIC WAYSLOPE 1:12 MAX.SLOPE1:48 MAX.RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384DETAILSA7.1SCALE: 1" = 1'-0"1DOOR CLEARANCESSCALE: 3" = 1'-0"4INTERNATIONAL SYMBOL OF ACCESSSCALE: 1" = 1'-0"5ACCESSIBLE SIGNAGE MOUNTINGSCALE: 1" = 1'-0"3ACCESSIBLE DOOR HARDWARESCALE: 3/4" = 1'-0"8PARKING SIGNAGEINTERNATIONAL SYMBOL OF ACCESSIBILITYSCALE: 3/4" = 1'-0"9PARKING SIGNAGEACCESSIBLESCALE: 3/4" = 1'-0"10DIRECTIONAL SIGNAGEACCESSIBLESCALE: 3" = 1'-0"7TACTILE SIGNAGESCALE: 1" = 1'-0"13ACCESSIBLE PARKING STALLSSCALE: 3/8" = 1'-0"11TYP ADA CURB RAMPACCESSIBLESCALE: 1-1/2" = 1'-0"15TRUNCATED DOMESACCESSIBLE MAX AFF TO OPERABLE PARTS 34" - 44" 48" MAX.2 1/2" MAXIMUMPROVIDE A LOOP OR U-SHAPED HANDLEAND THE MAXIMUM PRESSURE TOOPERATE THE DOOR SHOULD NOTEXCEED 5 LBS PER CBC SEC 11B-309.4SEMI-RECESSED PROFILEVIEW OF FIREEXTINGUISHER CABINET27" MIN. 28" - 34" TO TOP OF COUNTER19" MIN. DEPTHMINIMUM KNEE AND TOECLEARANCES20" MAX.>20"-24" MAX.48" MAX. 44" MAX.OBSTRUCTED HIGH SIDE REACH10" MAX.>10"-24" MAX.48" MAX. 46" MAX.OBSTRUCTED HIGH FORWARD REACH34" MAX. 34" MAX.UNOBSTRUCTED FORWARD REACHUNOBSTRUCTED SIDE REACH15" MIN.10" MAX.48" MAX. 15" MIN. 48" MAX.17" MIN.AREA OF SAFE DISPERSAL80" MIN. FOR FREE STANDING60" MIN. FOR WALL MOUNTED TOP OF SAFE DISPERSAL AREANOTES:1. REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL CONSTRUCTED OF PORCELAINBLUE BACKGROUND (NO. 15090 INFEDERAL STANDARD 595C)LETTERING ON SIGN MUST BEMIN. OF 1" IN HEIGHT8"2'-0"2'-0"80" MIN.TOP OF WALKING SURFACENOTES:1. REFLECTIVE SIGNS CONSTRUCTED OF PORCELAIN STEEL WITH BEADEDTEXT OR EQUAL CONSTRUCTED OF PORCELAIN2. WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLEDPARKING SPACES IS POSTED CONSPICUOUSLY AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO ANDVISIBLE FROM EACH STALL OR SPACE.PER CBC SECTION 11B-502.8WHITE BACKGROUNDAPPROPRIATE INFORMATION MUST BEINCLUDED ON SIGN (MINIMUM OF 1" INHEIGHT) (BLACK COLOR)UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGDISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUEDFOR PERSONS WITH DISABILITIESWILL BE TOWED AWAYAT THE OWNER'S EXPENSETOWED VEHICLESMAY BE RECLAIMED ATOR BY TELEPHONING(INSERT ADDRESS)(INSERT ADDRESS)(INSERT TELEPHONE NUMBER)BLACK BORDER1.5" RADIUS3 8"5 8" 13 4" 119 16" 12" TYP. 114" 1" TYP. 212"23 4"1"314"RYAN M BROCKETTC-32384REN 12 31 25L I CE N S EDARCHITECTSTATEOFALI F O RNIACDATEISSUE3427 ROBERTO CT TI OWNER / 3427 ROBERTO LLC 189 COUNTRYSIDE LN SAN LUIS OBISPO, CA 93401 THESE DOCUMENTS INCLUDE ORIGINAL WORK,INSTRUMENTS OF SERVICE, AND INTELLECTUALPROPERTY OF RYAN BROCKETT ARCHITECT INC.THE DESIGN AND INFORMATION REPRESENTED INTHESE DRAWINGS ARE SOLELY FOR USE WITHTHIS PROJECT AND SHALL NOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 2 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC BROCKITECTURE.COM104 S. Main St. Unit BTempleton, CA 93465Studio 805/ 400 3025info@brockitecture.comLicensed Architect C-32384DETAILSA7.2SCALE: 1/2" = 1'-0"2CLEARANCE AT WATER CLOSETSCALE: 3/8" = 1'-0"3GRAB BARS AT WATER CLOSETSCALE: 1/2" = 1'-0"1ACCESSIBLE RESTROOM SIGNAGESCALE: 1/2" = 1'-0"5ACCESSIBLE MOUNTING HEIGHTSSCALE: 1" = 1'-0"6SEMI-RECESSED FIRE EXTINGUISHERSCALE: 1/4" = 1'-0"7REACH RANGESSCALE: 3/4" = 1'-0"8ACCESSIBLE TABLE/COUNTERSCALE: 1/2" = 1'-0"4ACCESSIBLE LAVATORY COUNTER9AREA OF SAFE DISPERSAL SIGNAGE10UNAUTHORIZED PARKING SIGNAGE 1.Dead Loads:a) Roof uniform distributed load: 7 psf (Projected on Horiz. Plane)b) Ceiling uniform distributed load: 15 psf2. Ceiling Live Loads:a) Uniform Distributed Load: 40 psfb) Live Load Reductions: Y3. Roof Live Load = 20 psf4. Wind design data:a) Occupancy Risk Category = IIb) Basic Wind Speed (3-sec gust) = 92 mphb) Wind Exposure(s) = B5. Earthquake design data:a) Occupancy Risk Category = IIb) Seismic Importance Factor, i = 1.0c) Mapped Spectral Response Accelerations, SS = 1.073g & S1 = 0.395gd) Site Class = D - Defaulte) Spectral Response Coefficients, SDS = 0.859g & SD1 = N/Af) Seismic Design Category = Dg) Basic Seismic-Force Resisting System(s) = N/Ah) Analysis Procedure Used = N/A6. Design Allowable Bearing Values of Soils: 1,500 psf7. Special Loads: noneDESIGN NOTES:NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATESUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.GENERAL STRUCTURAL NOTESABBREVIATIONSABANCHOR BOLTACALASKA CEDARADD'LADDITIONALALUMALUMINUMALTALTERNATEARCHARCHITECTURALATR ALL THREAD RODAYCALASKA-YELLOW CEDARBLK(G)BLOCK(ING)BMBEAMBNDIAPHRAGM BOUNDARY NAILINGBOTBOTTOMBTWNBETWEENCALIFCALIFORNIACANT'LCANTILEVEREDCFSCOLD FORMED STEELCGCENTER OF GRAVITYCJCEILING JOISTSCLRCLEAR/CLEARANCECMUCONCRETE MASONRY UNITSCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCNTR(D) CENTEREDDBLDOUBLEDIA OR ∅DIAMETERDJDECK JOISTDBDECK BEAMDWGDRAWING(E)EXISTINGEAEACHEFEACH FACEELEVELEVATIONEMBEDEMBEDMENTENSHEARWALL EDGE NAILINGEWPENGINEERED WOOD PRODUCTEXTEXTERIORFBFLOOR BEAMFDNFOUNDATIONFJFLOOR JOISTFLRFLOORFNFIELD NAILINGFRMGFRAMINGFSFAR SIDEFTGFOOTINGGAGAUGEGBGRADE BEAMGLBGLUE LAMINATED BEAMHDHOLDOWNHDGHOT DIP GALVANIZEDHDRHEADERHGRHANGERHKHOOKHORIZHORIZONTALINFOINFORMATIONKKING POSTLONGLONGITUDINALMFRMANUFACTURERMAXMAXIMUMMBMACHINE BOLTMINMINIMUM(N)NEWNTSNOT TO SCALEOCON CENTEROHOPPOSITE HANDPERPPERPENDICULARP-TPRE-TENSIONED (BOLT)PTDFPRESSURE TREATED DOUGLAS FIRRBROOF BEAMREF'DREFERENCEDREQ'DREQUIREDRRROOF RAFTERSCHEDSCHEDULESEORSTRUCTURAL ENGINEER OF RECORDSHTGSHEATHINGSIMSIMILARSMSSHEET METAL SCREWSQSQUARESSSTAINLESS STEELSTDSTANDARDTTRIM POSTT&BTOP & BOTTOMT&GTONGUE & GROOVETHKTHICK(NESS)TOWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERIFY IN FIELDVWAVERIFY WITH ARCHVWCVERIFY WITH CIVILVWGVERIFY WITH GEOTECHVWMVERIFY WITH MECHVWOVERIFY WITH OWNERw/WITHWTSWELDED THREADED STUDS1.1GENERAL NOTESGENERAL1. The Contractor shall verify all dimensions and conditions at the job siteprior to starting construction. Notify the Engineer immediately if anydiscrepancies or inconsistencies are found.2. Details shown on the structural drawings are typical. Similar details applyto similar conditions. In the event certain aspects of the work are not fullydetailed on the drawings or specified in these structural notes, theconstruction shall be of the same character as for similar conditions that areshown or specified and shall be reviewed by the Engineer.3. Existing conditions shown on these drawings are to be field verified by theContractor as the work progresses. Notify the Engineer immediately ifexisting conditions are discovered which are different than those shown.Construction shall not proceed until written instructions have been receivedfrom the Engineer.4. Notes and details on the drawings shall take precedence over these generalnotes and typical details. Dimensions shown on the drawings shall takeprecedence over scale.5. Where there are discrepancies or conflicts between the drawings, notes,and specifications the stricter requirement shall apply unless directed orconfirmed with the Architect and Engineer.6. These structural drawings and general notes represent the finishedstructure. Unless otherwise indicated, they do not specify the method ofconstruction. The Contractor shall provide all measures necessary toprotect the structure, workers and other persons during construction. Suchmeasures shall include, but not be limited to, bracing of sufficient strengthand stiffness to resist all loads, including wind and seismic loads, imposedon all elements of the structure; shoring for the building, constructionequipment, earth banks and retaining walls; forms, scaffolding andplanking. These protective measures are the sole responsibility of theContractor and site visits by the Engineer will not include observation ofsaid measures. Construction materials placed on framed roofs or floorsshall be spread out and the resulting loads shall not exceed the design liveload for each level.7. Openings, pockets, etc. shall not be placed in slabs, foundations, walls,beams, columns, joists, etc. unless specifically detailed on the structuraldrawings.8. All phases of the work shall conform to the minimum standards of the 2022California Building Code (CBC), these structural notes, and all localordinances.9. All ASTM specifications noted on these drawings or general notes shall beof the latest revision.10. Prefabricated/manufactured assemblies shall be designed to supportthemselves, and the assumed loads acting on them. Actual fielddimensions shall be verified prior to ordering products. Materialspecifications, fabrication procedures, and installation recommendations tobe per manufacturer, and as noted in these plans.11. Special inspection in accordance with Section 1704 of the CBC shall beprovided by a qualified person who is acceptable to the Engineer andBuilding Department for the following types of work:Anchors installed in hardened concrete12. The contractor shall contact the Engineer a minimum of 48 hours prior toreaching the following stages of the work:a) Wood framing completed but not covered.b) Plywood sheathing installed but not covered.c) All structural work completed.EXISTING CONSTRUCTION1. Original construction drawings were provided but the accuracy of theas-built condition has not been verified. Existing building conditions shownare assumed based on information provided by others and assumptionsbased on probable construction methods. Actual field conditions may vary.Where structural elements are noted as (E) verify in field and if the elementsvary from what is shown on the plans contact Engineer.2. All work not indicated as existing (E) shall be assumed to be new (N).3. Any removal, cutting, drilling, etc of existing work shall be performed withgreat care. Small tools shall be used in order to not jeopardize thestructural integrity of the structure. If structural members or mechanical.electrical, or architectural elements not indicated for removal interfere withthe new work, the architect/engineer shall be immediately notified andprior approval shall be obtained before removal of members.4. Do not over cut existing wood, concrete, masonry or other work to remain.Cuts shall be made neatly to a corner, then alternate means shall be used toremove remaining material. Contractor is responsible forrepair/replacement of over cut material as directed by the Architect and/orEngineer.5. Existing damaged structural members which are uncovered shall bereported to the Architect and Engineer for review and repair.6. Existing concrete surfaces abutting new concrete shall be roughened to 14"amplitude and thoroughly cleaned of dust, loose aggregate, laitance, etc.7. Remodeling requires assumptions be made regarding existing conditionswhich may not be verifiable without destroying otherwise adequate orserviceable portions of the structure. This analysis does not make anyguarantee to the adequacy of the structural design of the existing buildingnot specifically addressed in the structural calculations. The Engineer shallnot be responsible for unsatisfactory performance of existing portions ofthe structure not specifically addressed in the construction documents.8. Differential settlement between new and existing construction at remodelor addition foundation interfaces can be expected. The engineer shall notbe responsible for unsatisfactory performance resulting from theseconditions.STRUCTURAL STEEL AND MISC METALS1. See Architectural drawings for finishes on steel framing. Steel exposed toweather shall be primed and painted with a high-performance exteriorcoating approved by the Architect and Engineer or hot-dip galvanized (seebelow), unless noted otherwise.2. Materials, unless noted otherwise:a) Tubular shapes (Rectangular & Round): ASTM A500 Grade C.b) All other structural steel: ASTM A36.c) All-thread rod: ASTM F1554 Grade 36 unless noted otherwise.d) Bolts: ASTM A307.e) Nuts: ASTM A563A.3. Holes for bolts & threaded rods shall be standard size and nuts/bolts shallbe installed Snug Tight per AISC, unless noted otherwise.4. Copes and weld access holes shall conform to AWS D1.1 for tension regionsat all locations.STRUT1. Substitution requests for products other than those listed below may besubmitted to the E.O.R for review. Substitutions may be considered forproducts having a code report recognizing the product for the appropriateapplication and project building code.2. Strut members & hardware as shown in the latest edition of the "AtkoreUnistrut" catalog. Install all hardware in strict accordance with themanufacturer's printed instructions. Fill all holes required by manufacturerfor maximum hardware strength, unless noted otherwise.3. Strut members & hardware shall be steel or stainless steel, unless notedotherwise.4. Strut members & hardware that will be exposed to weather shall bestainless steel or hot dip galvanized material, unless noted otherwise.5. Where channel nuts are required to resist slip, provide any of the followingchannel nuts: P1006-1010 or P3006-3010, unless noted otherwise. Torquebolts per manufacturer's instructions for maximum allowable resistance toslip.6. Where hardware required set screws, torque screws per manufacturer'sinstructions for maximum hardware strength, unless noted otherwise.STRUCTURAL WOOD1. Sawn lumber materials: Moisture content for sawn lumber shall not exceed19% at the time it is incorporated into the structure. Unless notedotherwise on the drawings, sawn lumber materials shall conform to thefollowing:a) Beams, posts, headers and ledgers 6x and larger: Douglas Fir No. 1.b) 2x4 framing: Douglas Fir construction.c) Sawn lumber embedded in or in direct contact with concrete ormasonry and within 6 feet of earth: Pressure treated Douglas Fir.e) All sawn lumber not noted above: Douglas Fir No. 2.f) Exterior naturally durable framing: Alaska Cedar (AC) or Alaska YellowCedar grade to match above sections.2. Provide equivalent level of exposure protection of treated members at fieldcuts, drilled holes, and countersinking per AWPA M4 Standard.3. Plywood sheathing materials:a) Roof sheathing: APA rated wood structural panels conforming toDOC PS-1 or PS-2.b) Floor sheathing: APA rated, Sturd-I-Floor, Exposure 1, with exteriorglue and Panel Span Rating shown on the floor framing plan.c) Wall sheathing: APA rated wood structural panels conforming toDOC PS-1 or PS-2.4. Glued laminated timber materials: Douglas Fir with exterior glue, industrialappearance grade. Moisture content for glued laminated timber shall notexceed 16% at the time of manufacture.a) Simple spans: Combination Symbol 24F-V4.b) Members which cantilever more than 1 foot or are continuous over asupport: Combination Symbol 24F-V8.5. Use galvanized or stainless steel nails, bolts, screws, and hardware whereexposed to weather and at pressure treated members. Galvanized steelshall be compatible with the exposure class and preservative used pressuretreated members.6. Fastener Materials:a) Nails: Common nails or spikes, unless noted otherwise.b) Wood screws: ANSI/ASME B18.6.1.c) Machine bolts: ASTM A307.d) All-thread rod: ASTM F1554.e) Lag bolts: ASTM A307.f) Sheet metal timber connectors: Connectors as shown in the latestedition of the Simpson Strong Tie Company, Inc. catalog. Install allconnectors in strict accordance with the manufacturer's printedinstructions. Typically center straps on the joint across which the loadis being transferred unless noted otherwise on the drawings.Hangers, caps, and bases shown by type on the drawings shall be themodel number for the specific size of member being supportedunless noted otherwise. Fill all holes required by manufacturer formaximum hardware strength, unless noted otherwise.7. Nailed joints:a) Pre-drill holes for 20d nails and larger, and for smaller nails whichtend to split the wood. Hole diameter shall be 75% of the naildiameter.b) All nailed joints not specifically detailed or implied by the drawingsshall be constructed in accordance with CBC Table "FasteningSchedule".c) Nail spacing, edge and end distances and penetration shall conformto NDS Tables in "Dowel-Type Fasteners" section, unless notedotherwise. Stagger nails as required to maintain required spacing.d) Machine applied nailing: Nail heads shall not penetrate the outer plyof plywood and minimum edge distances specified by the NDS shallbe maintained. Machine applied nailing will only be allowedfollowing a job site demonstration meeting the above criteria withthe acceptance of the Engineer.8. Bolted joints:a) Bolt holes: 1/32" to 1/16" larger than bolts, accurately located.b) Washers: At each bolt head and nut, not less than standard cutwashers, placed next to wood.c) Retighten all bolts prior to closing in walls.9. Lag-bolt joints:a) Washers: At each bolt head, not less than standard cut washersplaced next to wood.b) Lead holes for shank shall be same diameter and depth asunthreaded shank of bolt.c) Lead holes for threaded portion shall have a diameter 60% to 75% ofshank diameter and the length shall be at least equal to the threadedportion of the bolt.d) The threaded portion of lag bolts shall be inserted into its lead holeby turning with a wrench, not by driving with a hammer.e) Soap or other lubricant shall be used on the screws to facilitateinsertion and prevent damage to the bolt.10. Wood screw joints:a) Lead holes for shank shall be 3/4 x diameter and the same depth asthe unthreaded shank of the screw.b) Lead holes for the threaded portion shall be 3/4 x diameter of thescrew at the root of the thread and the length shall be at least equalto the threaded portion of the screw.c) The threaded portion of the screw shall be inserted into its lead holeby turning with a screwdriver, not by driving with a hammer.d) SDS screw as shown in the latest edition of the Simpson Strong TieCompany, Inc. catalog. Install per manufacturer's instructions.11. Size, height and spacing of wood studs shall conform to the requirementsof CBC Table Ch. 2308 "Size, Height, and Spacing of Wood Studs", unlessnoted otherwise on the drawings. Studs shall be spaced at 16 inches unlessnoted otherwise. Walls shall be constructed with (2) 2x top plate & (1) 2x sillunless noted otherwise.12. Sawn lumber beams, rafters and joists shall be laterally supported inaccordance with CBC Ch 2308 "Lateral Support", "Bridging". Framing shallhave a bearing length to match member width, unless noted otherwise.13. Holes and notches in framing members:a) Holes in joists and rafters: Drilled holes with a diameter notexceeding 1/6 of the member depth at a minimum spacing of 2'-0"are permitted within the middle 1/3 of the member depth andlength.b) Holes in studs, plates and sills: Drilled holes with a diameter notexceeding 1/3 of the member depth at a minimum spacing of 16inches are permitted in the center of studs, plates and sills.Construction shall comply with CBC Sections Ch 2308 "Bored Holes".Holes with a diameter greater than 1/3 of the member depth may bedrilled in sills if an anchor bolt is located within 9" of each side of thehole.c) Notches: Notches in stud walls shall comply with CBC Section Ch.2308 "Cutting and Notching". Notches are not permitted in anyother member except where specifically detailed.d) Holes and Notches in Engineered Wood Products: Seemanufacturer's requirements.14. Fabrication of glued laminated timbers:a) Fabrication shall be in accordance with the latest edition of AITC117-MANUFACTURING and the latest edition of ANSI/AITCA190.1-Structural Glued Laminated Timber.b) Submit shop drawings to the Engineer for review.c) Members shall be marked with a quality mark indicating thatfabrication was in accordance with ANSI/AITC A190.1.d) Camber: Provide standard camber on the main span unless notedotherwise on the drawings. Do not camber cantilevers unless notedotherwise on the drawings.15. Structural Composite Lumber / Engineered Wood Products:a) Laminated Strand Lumber (LSL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all LSL Lumber shall conform to the following minimumdesign properties:Rim BD/Stringer (UNO): Rim BD/Stringer: Studs:i) Fb = 1,700 psi i) Fb = 2,325 psi i) Fb = 2,425 psiii) E = 1,300,000 psi ii) E = 1,550,000 psi ii) E = 1,600,000 psiiii) Fv = 425 psi iii) Fv = 310 psi iii) Fv = 545 psib) Laminated Veneer Lumber (LVL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all LVL Lumber shall conform to the following minimumdesign properties:i) Fb = 2,600 psiii) E = 2,000,000 psiiii) Fv = 285 psic) Parallam Parallel Strand Lumber (PSL) fabrication and design asmanufactured by Trus Joist Engineered Wood Products shall be inaccordance with the latest ICC Report No. ESR-1387. Unless notedotherwise all PSL Lumber shall conform to the following minimumdesign properties:Columns:Beams:i) Fb = 2,400 psii) Fb = 2,900 psiii) E = 1,800,000 psi ii) E = 2,200,000 psiiii) Fv = 190 psiiii) Fv = 290 psiiv) Fc (parallel) = 2,500 psi16. I-Joist fabrication:a) Plywood web trusses as manufactured by Truss Joist, Inc. shallconform in type and load carrying capacity to the drawings.b) Fabrication and design shall be in accordance with ICC Report No.ESR-1153c) Submit complete shop drawings and engineering calculations to theEngineer for review prior to fabrication. The shop drawings andcalculations shall be prepared under the supervision of and signed bya Civil Engineer registered in the State of California. The shopdrawings shall include all measures necessary to protect the trussesduring transportation and storage, all methods and materialsrequired to stabilize and plumb the trusses during erection, and allbridging, blocking, web stiffeners and bracing required by themanufacturer.17. Truss plate wood truss fabrication:a) Trusses shall conform in size, type and vertical and lateral loadcarrying capacity to the drawings.b) Fabrication and design shall be in accordance with the latest editionof the Truss Plate Institute's (TPI) "Design Specification for MetalPlate Connected Wood Trusses."c) Submit complete shop drawings and engineering calculations to theEngineer for review prior to fabrication. The shop drawings andcalculations shall be prepared under the supervision of and signed bya Civil Engineer registered in the State of California. The calculationsshall include the effects of chord bending between panel points aswell as the effects of lateral loads noted on the drawings. The shopdrawings shall include all measures necessary to protect the trussesduring transportation and storage, all methods and materialsrequired to stabilize and plumb the trusses during erection, allhangers and hardware required to resist specified vertical loads(including uplift at cantilevered and multi-span trusses) when thetrusses do not bear on framed walls or beams and all bridging,blocking and bracing required by the manufacturer and TPI.FASTENERS IN HARDENED CONCRETE1. Substitution requests for products other than those listed below and notedin plans and details may be submitted to the SEOR for review. Substitutionsmay be considered for products having a code report recognizing theproduct for the appropriate application and project building code.2. Locate existing reinforcement prior to installation of fasteners.Reinforcement shall not be cut unless approved by the SEOR.3. Anchors that will be exposed to weather shall be stainless steel or hot dipgalvanized material unless noted otherwise.4. Adhesive Anchors:a) Adhesive anchors using Simpson SET-3G Epoxy shall be installed inaccordance with the ICC Report No. ESR-4057 & the manufacturer'sprinted installation instructions.b) Installation of adhesive anchors shall be performed by personneltrained to install adhesive anchors.c) Concrete shall have a minimum age of 21 days, and the designconcrete strength (f'c) shall be met.d) Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener length shall beprovided as required by the manufacturer for the specified nominaldimensions. Holes shall be dry, oil- and dust-free.e) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.f) Holes shall be drilled with a hammer drill with carbide tipped bits.g) In areas receiving adhesive anchors, all existing reinforcement shallbe located in order to avoid damaging the reinforcement whileinstalling the anchors.h) Periodic special inspection is required for the installation of adhesiveanchors, except continuous special inspection is required at overhead(vertically up or upward inclined) installations. Installation of adhesiveanchors horizontally or upwardly inclined to support sustainedtension loads shall be performed by personnel certified by anapplicable certification program.5. Screw Anchors:a) Screw anchors using carbon steel or stainless steel Simpson Titen HDconcrete anchors shall be installed in accordance with IAMPO UESER-493 & the manufacturer's printed installation instructions.b) Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.c) Hole depth & diameter shall be as indicated on the drawings.d) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.e) Holes shall be drilled with a hammer drill with carbide tipped bits.f) In areas receiving screw anchors, all existing reinforcement shall belocated in order to avoid damaging the reinforcement while installingthe anchors.g) Periodic special inspection is required for the installation of screwanchors.6. Expansion Anchors:a) Expansion anchors using carbon steel or stainless steel SimpsonStrong Bolt 2 shall be installed in accordance with ICC Report No.ER-3037 & the manufacturer's printed installation instructions.b) Concrete shall have a minimum age of 7 days, and the designconcrete strength (f'c) shall be met.c) Nominal hole depth & diameter shall be as indicated on thedrawings. Additional hole length & width and fastener length shall beprovided as required by the manufacturer for the specified nominaldimensions. Holes shall be dry, oil- and dust-free.d) Anchor spacing and edge distance shall be as shown on the drawingsbut not less than the minimum allowed in the ICC Report.e) Holes shall be drilled with a hammer drill with carbide tipped bits.f) In areas receiving expansion anchors, all existing reinforcement shallbe located in order to avoid damaging the reinforcement whileinstalling the anchors.g) Periodic special inspection is required for the installation ofexpansion anchorsStructural Sheet IndexSheet NumberSheet TitleS1.1General NotesS1.2Typical DetailsS2.1Foundation PlanS2.2Mechanical Ceiling Framing PlanS2.3Roof Framing PlanS3.1DetailsS4.1Equipment Details WHEREOCCURSTREAT END w/ PRESERVATIVE AT CURB2'-0"58"∅ AB @4'-0", TYP UNOTOP PLATE SPLICEPER2x SOLID BLKG @PLYWOOD BLKG &@ 6'-0" MAXEND OF SILL PLATE ORNOTCH OR HOLE WIDERTHAN 13 PLATE WIDTH42S1.2WINDOW SILL, NOSPLICES ALLOWED(1) 16d FOR EA 2" OFNOMINAL HDR DEPTH- (2) 16d MIN*=12" MAXIMUM 4 12" MINIMUM(2) 2x CONT TOPPLATE, UNO(2) 16d @ 2x4 STUDS(3) 16d @ 2x6 & 2x8STUDS***TOP PLATE SPLICEPER42S1.2WALL HTOPENING WIDTHW ≤ 4'-0"4'-0" ≤ W ≤ 6'-0"6'-0" ≤ W ≤ 10'-0"(1) 2x(2) 2x4x(2) 16d END NAIL(2) 16d END NAIL, EA 2x(2) A34(1) 2x (1) 2x(2) 2x4xA34A34(2) A34A34A34(2) A34WINDOW SILLSILL SILL CONNTRIMMMERKING STUDSTUD TOP CONN BOT CONNW ≤ 4'-0"4'-0" ≤ W ≤ 6'-0"6'-0" ≤ W ≤ 10'-0"(1) 2x(2) 2x4x(3) 16d END NAIL(3) 16d END NAIL, EA 2x(2) A35(1) 2x (1) 2x(2) 2x4xA35(2) A35A35(2) A351. SEE PLAN WHERE SPECIFIC INFORMATION OR DETAILS MAY APPLY2. STUDS SPACED @ 16" MAX, UNO3. CONNECT MULTIPLE PLYS w/ 10d @ 12" UNO4. INSTALL KING STUD CONNECTORS PRIOR TO INSTALLING TRIMMERMINIMUM CONNECTIONS @ OPENINGS, UNO PER PLANHT ≤10'-0"10'-0" ≤ HT≤ 16'-0"A35 A35(1) 2x(1) 2x(1) 2x(1) 2xSHEATHING NOTES:1. PROVIDE WOOD STRUCTURAL PANELSHEETS NOT LESS THAN 2'-0" INLEAST DIMENSION NOR LESS THAN8'-0" SQ FEET IN AREA. USE FULLSHEETS WHEREVER POSSIBLE.2. PLACE WOOD STRUCTURAL PANELSHEET WITH FACE PLIESPERPENDICULAR TO JOISTS ANDSTAGGER 4'-0" EDGES AS SHOWN.3. COORDINATE JOIST LAYOUT WITH4'-0" MODULE.STAGGER END POINTS4'-0" TYP2'-0" MIN42-1/4" = 1'-0"41Typical Wood DiaphragmSTAGGERED PANELEDGES, TYPCONTINUOUSPANEL EDGES, TYPDIAPHRAGMBOUNDARYBLKG @ UNSUPPORTEDEDGE WHERE OCCURSPER PLANEDGE OF ROOF/FLOOR AND/OREXTERIOR WALL BELOWBN, TYPJOISTS OR RAFTERSPLYWOOD SHEATHINGSEE PLANNOTE:FOR ALL INFONOT SHOWN ORNOTEDSEE TYP FRAMINGDETAIL1" = 1'-0"21Typical Beam Bearing At Header34-ADD'L STUDSTO MATCHSTUDS ABOVEBEAM PER PLANDBL TOP PLATEPER PLANPROVIDE BUILTUP POST UNDERBEAM, FULLWIDTH OR POSTPER PLANHDR PER PLANTRIMMER & KING PERPLAN OR TYP DETAILNTSTypical I-Joist Web Stiffener22(3) 8d CLINCHEDPS1 OR PS2 SHEATHING w/ FACE GRAINVERTICAL WEB STIFFENER EA SIDE WHEREREQUIRED PER PLAN OR DETAILS:-TJI 110: 5/8" x 2-5/16" WIDE MIN-TJI 210 3/4" x 2-5/16" WIDE MIN-TJI 230 & 360 7/8" x 2-5/16" WIDE MIN-FOR TJI 560 OR OTHER JOIST MFR SEEMFR RECOMMENDATIONSTIGHT FIT1/8" MINIMUM GAP,2-3/4" MAXIMUM1/8"GAP TYP 3/8"MIN TYP1/4" STAGGER TYPWHERE SPACING IS LESS THAN 3"1 1/2" = 1'-0"32Typical Beam Pocket1 1/2" = 1'-0"42Diaphragm NailingPOST PER PLANUNDER BEAMBEAM PER PLANPLYWOOD FILLERWHERE REQUIRED2x STUD EA SIDE OF BEAM w/(4) 16d TO BM & 16d @ 12" TOPOSTS ABOVE AND BELOW &A34 EA SIDE TO TOP PLATEPOST ABOVE BM TO MATCHPOST BELOW3" = 1'-0"52Truss Clip @ Non-Bearing Wall3" = 1'-0"51Truss Clip @ Non-Bearing Wall14" TO 12" CLEAR GAP14" TO 12" CLEAR GAPNON-BEARING WALLDTC CLIP @ EA TRUSS,UNO - FOR 12" TO 1 14"GAP USE HTC4 CLIPNAILS SHOULD NOT BEDRIVEN COMPLETELY FLUSH(116" GAP BTWN NAIL HEAD &CLIP) ALLOW FOR VERTICALTRUSS MOVEMENT - CNTRNAILS IN SLOTBOT CHORD OF TRUSS OR 2x4BLKG @ 24" @ PARALLELTRUSS CONDITIONNAILS SHOULD NOT BEDRIVEN COMPLETELY FLUSH(116" GAP BTWN NAIL HEAD &CLIP) ALLOW FOR VERTICALTRUSS MOVEMENT - CNTRNAIL IN SLOTDTC CLIP @ 24", UNO -FOR 12" TO 1 14" GAP USEHTC4 CLIPTRUSS PER PLANNON-BEARING WALL12" MIN @ 1/2" GYP16" MIN @ 5/8" GYPDS CLIP @ 16"CEILING SHTG PERARCHDS CLIP @ 16"CEILING SHTG PERARCHd1 1/2" = 1'-0"54Typical Blocking ConnectionPLANELEVATIONBLOCKING w/ 10d TOENAILS OR END NAILS UNOAS SHOWN IN ELEVATIONTOTAL 10d NAILS (TOE OR END) = d/3 MIN(USE NOMINAL DEPTH, ROUND UP) -ALTERNATE SIDE IF TOE NAILS ARE USED2 3/4"12" MIN1 1/2" = 1'-0"2 3/4"12" MINSDWC15450 (4 12")UNO ON ONE ORBOTH SIDES3" +/- 14" @SDWC15600 (6") - NOTFOR USE @ MUD SILL10°-30°10°-30°Typical SDWC "Toe" Screw53NOMENCLATURE EXAMPLEALL SSMA PRODUCTS HAVE A FOUR-PART IDENTIFICATION CODE THAT IDENTIFIES THE WEB DEPTH,FLANGE WIDTH, STYLE, AND MIL THICKNESS.FLANGE WIDTH(EXAMPLE: 158" = 1.625" = 162 x 1100 INCH)ALL FLANGE WIDTHS ARE GIVEN IN 1100 INCH.STYLE(EXAMPLE: STUD OR JOIST SECTION = S)NOMENCLATURE USES THE FOLLOWING FOURCHARACTERS TO DESIGNATE THE PROFILES = STUD OR JOIST SECTIONST = TRACK SECTIONSU = CHANNEL SECTIONSF = FURRING CHANNEL SECTIONSMIL THICKNESS(EXAMPLE: 0.054" = 54 MILS; 1 MIL = 11000 INCH)MIL THICKNESS IS THE MINIMUM BASE STEELTHICKNESS MEASURED IN 11000 INCH.MINIMUM BASE STEEL THICKNESS REPRESENTS95 PERCENT OF THE DESIGN THICKNESS.MEMBER WEB DEPTH(EXAMPLE: 6"=600 x 1100 INCH)ALL MEMBER DEPTHS ARE GIVEN IN 1100INCH.FOR ALL "T" SECTIONS, MEMBER DEPTHIS THE INSIDE TO INSIDE DIMENSION.S60016254_3/4" = 1'-0"23Cold Form Steel NomenclatureNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S1.2TYPICAL DETAILSFASTENING SCHEDULE (ADAPTED FROM CBC TABLE 2304.10.2)NO. DESCRIPTION OF BUILDING ELEMENTSNUMBER AND TYPE OFFASTENERSPACING ANDLOCATIONROOF1.BLOCKING BETWEEN CEILING JOISTS, RAFTERSOR TRUSSES TO TOP PLATE OR OTHERFRAMING BELOW(3) 8d COMMON(2 12" x 0.131")EACH END, TOENAILBLOCKING BETWEEN RAFTERS OR TRUSS NOTAT THE WALL TOP PLATE, TO RAFTER ORTRUSS(2) 8d COMMON(2 12" x 0.131")EACH END, TOENAIL(2) 16d COMMON(3 12" x 0.162")END NAILFLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON(3 12" x 0.162") @ 6" O.C.FACE NAIL2. CEILING JOISTS TO TOP PLATE(3) 8d COMMON(2 12" x 0.131")EACH JOIST, TOENAIL3. CEILING JOIST NOT ATTACHED TO PARALLELRAFTER, LAPS OVER PARTITIONS (NO THRUST)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)(3) 16d COMMON(3 12" x 0.162")FACE NAIL4.CEILING JOIST ATTACHED TO PARALLELRAFTER (HEEL JOINT)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)PER TABLE 2308.7.3.1FACE NAIL5.COLLAR TIE TO RAFTER(3) 10d COMMON(3" x 0.148")FACE NAIL6.RAFTER OR ROOF TRUSS TO TOP PLATE(SEE SECTION 2308.7.5, TABLE 2308.7.5)(3) 10d COMMON(3" x 0.148")TOENAIL7.ROOF RAFTERS TO RIDGE VALLEY OR HIPRAFTERS; OR ROOF RAFTER TO 2-INCH RIDGEBEAM(2) 16d COMMON(3 12" x 0.162")END NAIL(3) 10d COMMON(3 12" x 0.148")TOENAILWALL8. STUD TO STUD (NOT AT BRACED WALLPANELS)16d COMMON(3 12" x 0.162")24" O.C. FACE NAIL9. STUD TO STUD AND ABUTTING STUDS ATINTERSECTING WALL CORNERS (AT BRACEDWALL PANELS)16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL10.BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON(3 12" x 0.162")16" O.C. EACH EDGE,FACE NAIL11.CONTINUOUS HEADER TO STUD(4) 8d COMMON(2 12" x 0.131")TOENAIL12.TOP PLATE TO TOP PLATE16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL13.TOP PLATE TO TOP PLATE, AT END JOINTS16d COMMON(3 12" x 0.162")EACH SIDE OF ENDJOINT, FACE NAIL(MINIMUM 24" LAPSPLICE LENGTH EACHSIDE OF END JOINT)14.BOTTOM PLATE TO JOIST, RIM JOIST, BANDJOIST OR BLOCKING (NOT AT BRACED WALLPANELS16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL15. BOTTOM PLATE TO JOIST, RIM JOIST, BANDJOIST OR BLOCKING AT BRACED WALL PANELS(2) 16d COMMON(3 12" x 0.162")16" O.C. FACE NAIL16. STUD TO TOP OR BOTTOM PLATE(4) 8d COMMON(2 12" x 0.131")TOENAIL(2) 16d COMMON(3 12" x 0.162")END NAIL17. TOP PLATES, LAP AT CORNERS ANDINTERSECTIONS(2) 16d COMMON(3 12" x 0.162")FACE NAILFLOOR21.JOIST TO SILL, TOP PLATE, OR GIRDER(3) 8d COMMON(2 12" x 0.131")TOENAIL22. RIM JOIST, BAND JOIST, OR BLOCKING TO TOPPLATE, SILL OR OTHER FRAMING BELOW8d COMMON(2 12" x 0.131")6" O.C. TOENAIL26. BUILT-UP GIRDERS AND BEAMS, 2" LUMBERLAYERS20d COMMON(4" x 0.192")32" O.C., FACE NAIL ATTOP AND BOTTOMSTAGGERED ONOPPOSITE SIDESAND: (2) 20d COMMON(4" x 0.192")ENDS AND AT EACHSPLICE, FACE NAIL27. LEDGER STRIP SUPPORTING JOISTS ORRAFTERS(3) 16d COMMON(3 12" x 0.162")EACH JOIST OR RAFTER,FACE NAIL28. JOIST TO BAND JOIST OR RIM JOIST(3) 16d COMMON(3 12" x 0.162")END NAIL29. BRIDGING OR BLOCKING TO JOIST, RAFTER ORTRUSS(2) 8d COMMON(2 12" x 0.131")EACH END, TOENAILNOTE:USE THE NAILING ABOVE AT MINIMUM WHERE NO FASTENING IS SPECIFIED. THE PLANS ORDETAILS MAY HAVE MORE STRINGENT REQUIREMENTS FOR SIMILAR BUILDING ELEMENTS 2134567BDA8BDC2134567814S3.1TYP(E) FOOTINGS TYPPOST PER S2.2 w/ABU POST BASE w/58"Ø TITEN HD w/MIN 412" EMBED(E) FRAME COL TYPNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S2.1FOUNDATIONPLANNORTHFoundation PlanSCALE: 1/8" = 1'-0"FLATWORK BY OTHERS(E) CONC FTG, VIF(N) 2x6 @ 16" BEARING WALL 1(E) WALL NOT IN SCOPE(E) CMU WALL(N) 2x4 @ 16" (MIN) NON-BEARING WALL(N) 2x4 @ 16" (MIN) BEARING WALL 1(E) BEARING WALL 1(E) STRUCTURE - NOT IN SCOPELEGENDLEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG 6 0 CEILI N G J O I S T @ 1 6 "1112212S3.133(E) FRAME COL TYP6x6CH16x6CH1170#170#170#155#105#4620#5513S3.1ENGINEERED WOOD PRODUCT SCHEDULEVERSALAM 2.2 3100 8d @ 3" OR 10d @ 4"BOISE CASCADENOTES:1. FOR LVL'S SPECIFIED 3-1/2" OR WIDER MULTIPLE 1-3/4" LVL'S MAY BE USED.CONNECTION PER NOTE 2.2. MULTIPLE PLY MEMBERS ARE TO BE CONNECTED w/ (3) ROWS 16d @ 16" - STAGGERROWS & PROVIDE 3" BTWN ROWS, OR AS NOTED IN REFERENCED DETAILS.3. MINIMUM NAIL SPACING FOR NARROW FACE OF BEAMS. SUBSTITUTION OF OTHERPRODUCTS MAY AFFECT NAIL SPACING REQUIREMENTS & MUST BE REVIEWED BYENGINEER PRIOR TO INSTALLATION TO VERIFY THAT THE PRODUCT MEETS ALL OFTHE DESIGN REQUIREMENTS.4. MINIMUM NAIL SPACING TO NARROW FACE/EDGE OF MEMBER UNLESS OTHERWISESPECIFIED BY MANUFACTURER. NAIL SPACING TO WIDE FACE IS SAME AS PERMITTEDBY CODE FOR SAWN LUMBER & MUST BE SUFFICIENT TO PREVENT SPLITTING.5. WHERE LVL IS CALLED OUT ON PLAN w/o SIZE SPECIFIED, USE 1-3/4" LVL (DEPTH TOMATCH ADJACENT FRAMING) w/ ITS OR HUS HANGER WHERE REQUIRED.6. HOLES AND NOTCHES ARE NOT PERMITTED EXCEPT WHERE ALLOWED (w/o LOADREDUCTIONS) BY MANUFACTURER'S PUBLISHED DATA.1-1/4" VERSA-STRAND 8d&10d @ 4" OR 16d @ 6"MINIMUM NAIL SPACING2.2E PARALLAM1-1/4" LSLTYPE/REFERENCE(3)VERSALAM 2.0 2800 8d @ 3" OR 10d @ 4"(1)2.0E MICROLLAM(4)I-LEVELLVLRIM BD (UNO)PSLRFI FOR SUBTITUTE RFI FOR SUBTITUTEPER PLANI-JOISTNALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.CEILING FRAMING NOTESNotes:(1) CEILING SHEATHING SHALL BE 1/2" WOOD STRUCTURAL PANELS INSTALLED WITH FACEGRAIN PERPENDICULAR TO SUPPORTS, GLUED AND NAILED W/ 10d @ 6" ALL BOUNDARIESAND PANEL EDGES (BN) AND 10d @ 12" FIELD NAILING. (PANEL SPAN RATING 32/16).STAGGER JOINTS AS SHOWN.(2) PROVIDE PANEL BOUNDARY NAILING (BN) TO ALL BEAMS, JOISTS, BLOCKING, ETC. TOWHICH SHEET METAL STRAPS ARE ATTACHED AND WHERE INDICATED ON PLANS.(3) FOR TYPICAL DETAILS NOT REFERENCED SEE S1.X SHEETS.(4) PROVIDE POST PER PLAN UNDER ALL BEAMS, WHERE NO POST IS CALLED OUT PROVIDEMULTIPLE 2x POSTS (TO MATCH BEAM WIDTH W/IN 12") OR FULL WIDTH POST UNDERBEAM. NAIL BUILT UP 2x POST MEMBERS W/ 16d @ 12". CONNECT POSTS & BEAMS PERTYPICAL DETAIL UNO.(5) USE LUS HANGERS @ JOISTS & HU OR BA HANGER @ BMS WHERE NO HANGER IS CALLEDOUT, SEE NOTE (5) OF ENGINEERED WOOD PRODUCT SCHEDULE FOR HANGER @ LVL.-_x_POST PER PLAN (MIN SIZE) w/TYPICAL BM/POST CONNECTIONPCZ CAPEPCZ CAPCCQ CAPECCQ CAPCBTZ TIETYPICAL POCKET BEAM CONNECTIONSEE REFERENCED DETAILPOST & CONNECTION SCHEDULETPCEPCQECCBK-NOTE: PROVIDE POST PER PLAN UNDER ALL BEAMS,WHERE NO POST IS CALLED OUT PROVIDE MULTIPLE 2xPOSTS (TO MATCH BEAM WIDTH W/IN 12") OR FULLWIDTH POST UNDER BEAM. NAIL BUILT UP 2x POSTMEMBERS W/ 16d @ 12". CONNECT POSTS & BEAMSPER TYPICAL DETAIL UNO.SPECIFIC PLAN NOTES1. CEILING MOUNTED FAN COIL UNIT PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL2. CEILING MOUNTED CENTRIFUGAL INLINE FAN PER MECH.ASSUMED WEIGHT AS SHOWN. SEE FOR SUPPORTDETAIL3. PROVIDE 3" GAP AT NEW POST OR WALL TO (E) FRAME4. CEILING MOUNTED KITCHEN EXHAUST HOOD BELOW PERMECH. ASSUMED WEIGHT AS SHOWN. SEE FORSUPPORT DETAIL5. CONT LEDGER FROM (E) FRAME TO (E) FRAME -CANTILEVER PAST GARAGE DOOR INFILL FRAMING44S3.1S2.2MECHANICALCEILINGFRAMING PLANNORTHCeiling Framing PlanSCALE: 1/8" = 1'-0"(E) WALL NOT IN SCOPE(E) CMU WALL(E) STRUCTURE - NOT IN SCOPELEGEND44S3.1(N) 2x6 @ 16" BEARING WALL 1(N) 2x4 @ 16" (MIN) NON-BEARING WALL(N) 2x4 @ 16" (MIN) BEARING WALL 1(E) BEARING WALL 143S4.1LEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG P44(E) FRAME BM TYP(E) FRAME COL TYP155#90#150#235#235#235#NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S2.3ROOF FRAMINGPLANNORTHRoof Framing PlanSCALE: 1/8" = 1'-0"(E) WALL NOT IN SCOPE(E) CMU WALL(E) BEARING WALL 1(E) STRUCTURE - NOT IN SCOPELEGENDSPECIFIC PLAN NOTES1. ROOF MOUNTED HEAT PUMP CONDENSING UNIT PERMECH. ASSUMED WEIGHT AS SHOWN. SEE FORSUPPORT DETAIL2. ROOF MOUNTED EXHAUST FAN PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL3. ROOF MOUNTED INTAKE HOOD PER MECH. ASSUMEDWEIGHT AS SHOWN. SEE FOR SUPPORT DETAIL4. 800S250-97 ROOF PURLIN w/ CONNECTIONS EA END PER11S4.141S4.141S4.112S4.1LEGEND NOTES1. AT (E) BEARING WALL & (N) BEARING WALLS PROVIDE 12"GYP SHEATHING w/ #6x114" TYPE S OR W DRYWALLSCREWS @ 7" (EDGE & FIELD) TO FRAMING & BLKG & (2) SDWS0.22x6"TO EA BLKG2"3" TYP H6 @ 5'-4" STUD TO JOISTCONT 114" RIM BD w/ 10d TOENAIL TO TOP & BOT FLANGEEA JOIST & (2) 16d TO EA STUD& BLKG & A34 @ 4'-0" TO TOPPLATE1" = 1'-0"21Mechanical Ceiling Section1" = 1'-0"31Mechanical Ceiling Section4x SOLID BLKGNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-BN2x SOLID BLKG114" RIM BD SOLID BLKG w/A34 @ 4'-0" TO TOP PLATENOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-CEILING JOIST PER PLAN w/ 8dEA SIDE TO DBL TOP PLATE &WEB STIFFENER AT WALL -CONT OVER WALL UNONON-BEARING WALLWHERE OCCURSDRYWALL PERARCH & PLANENENBNDRYWALL PER ARCH& PLAN BOTH SIDESENBNENSLEEPER TYPBLKG UNDER UNIT EDGE TYPSHEATHING PER CEILINGFRAMING NOTES2x4 RIM w/ (2) 10dTO EA SLEEPER3" MINTYP1" = 1'-0"43Mechanical Ceiling Equipment MountingMECH UNIT PER PLAN ATTACH PER MFR -MIN (4) 716"Ø x 4" LAG SCREWS THRUINTEGRAL BASE TO SLEEPERS/BLKG w/ MIN3" PENETRATION INTO SLEEPERS/BLKGCEILING JOISTS PER PLAN4x6 FLAT BLKG EA SIDE OFUNIT w/ 6" SDWC TOE SCREWTO EA SLEEPERUNIT PER MECH - ATTACH PER4x6 FLAT SLEEPER EA END & @ 32"OVER MIN (3) JOISTS w/ 6" SDWCTO EA JOIST - COUNTER SINK MINREQ'D TO GET 112" PENETRATIONIN JOIST FLANGECEILING JOIST BELOW1" = 1'-0"44Mechanical Ceiling Equipment Mounting Plan43-6" MINTYP43-BEAM PER PLANCEILING JOIST PERPLAN w/ IUS HGRTO BM TYPBN1" = 1'-0"12Mechanical Ceiling Section3" CLR(E) CMU WALL1" = 1'-0"22Mechanical Ceiling Sect. @ CMUNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-(3) 10d EA BLKCEILING JOIST PERPLAN w/ (3) 10dTHRU WEB & WEBSTIFFENER @ BLKGCONT 114" RIM BD w/ A34 TOEA BLKG & A34 @ 4'-0" TOTOP PLATE1 14" RIM BD BLKG @ 6'-0"w/ A34 TO DBL TOP PLATENOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-1" = 1'-0"13Mechanical Ceiling SectionNOTE:FOR ALL INFO NOTSHOWN OR NOTEDSEE22-31-ENSDS14x3" @ 24"(E) GIRT TO DBLPLATE(E) METAL BUILDING WALL(E) GIRTCEILING JOISTPER PLAN134" LSL or LVL LEDGER w/(2) SDWS0.22x6" TO EASTUD & (2) SDWS0.22x6"TO EA BLKG(N) INFILL WALL PER PLANBN 2x PTDF SILL PLATE w/38"∅ TITEN HD @ 4'-0"w/ 312" EMBED3/4" = 1'-0"14Typ. Wall Connection @ SlabENDRYWALL PERARCH & PLAN(E) CONC SLAB(E) 5" VIF(N) 15 MIL ASTM 1745 VAPORBARRIER w/ 6" OVERLAPWHERE (E) VAPOR BARRIEROCCURS - SEAL PER MFR(E) COMPACTED EARTH- COMPACT BOTTOMOF EXCAVATION WITHJUMPING JACK(N) COMPACTED FILL 6" BELOW PIPEOR 12" TO UNDERSIDE OFSLAB, WHICHEVER IS HIGHERPLUMBING BY OTHERS, RECOMMENDEDTO WRAP w/ MIN (6) LAYERS OF 1/8"FOAM OR OTHER FLEXIBLE BUFFERELECTRICAL CONDUITS WHEREOCCURS(E) 6 MIL VAPORBARRIER WHEREOCCURS(N) INFILL CONCRETE - SAWCUT ATINTERSECTING SAWCUT LINESCONT #3 @ 12" ((2) MIN) - CNTR IN SLAB#3 DOWELS @ 12" EACH SIDE,DRILL & EPOXY w/ 4" MINEMBED - CNTR IN SLAB(E) CONC SLAB & REINF(E) 5" VIF PER PLANVERIFY w/ OTHER DISCIPLINES24" MAX4 1/2"TYP1" = 1'-0"34Typical Slab Infill Detail Trench6" MIN 4" MIN NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S3.1DETAILS = 1'-0"31Rooftop Split Unit Attachment6x6 PTDF SLEEPER - ON BOTH SIDESOF UNIT SPANNING PURLIN-TOPURLIN BTWN ROOF PANEL RIBS(E) PBR ROOFPANEL(N) PURLIN PER PLAN AT BOTH ENDS OF UNITw/ RCA-C TO EA SLEEPER w/ (4) #10 SMS TOPURLIN IN OUTER HOLES (4A FASTENERPATTERN PER MFR) & 12"∅ HDG LAG SCREWTO EA SLEEPER - FASTEN w/ #12 SMS @ 12"TO (E) ROOF PANEL (MAY BE INSTALLEDFROM UNDERNEATH)CNTR LAG SCREWS ONBEAM & SLEEPER(E) ROOFINGNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE11-6" MINTYP2 1/2" MINEMBED @ LAG TYP 31-(E) PURLIN2" MIN6" MAXNOTE:ATTACH (N) PURLINS TO (E)FRAME BEAMS PERTYP UNO12-1" = 1'-0"41Rooftop Unit AttachmentUNIT & CURB PER MECH w/FASTENERS TO OPENING FRAMING(THRU (E) METAL DECK) PER MFR,#12 SMS @ 12" MINOPENING PER PLAN12" MAX600S200-54 MIN FRAMING ON BOTH SIDES OFOPENING & UNDER CURB w/ SSC4.25 EA END w/(4) #10 SMS EA LEG (OUTER PATTERN PER MFR)NOTE:ATTACH (N) PURLINS TO (E)FRAME BEAMS PERTYP UNO12-(N) PURLIN PER PLAN AT BOTH ENDS - FASTENw/ #12 SMS @ 12" TO (E) ROOF PANEL (MAY BEINSTALLED FROM UNDERNEATH)1 1/2" = 1'-0"12Typical Purlin Attachment to (E) Frame Beam(N) PURLIN PER PLAN -AT MIN EXTEND TO FAREDGE OF (E) FRAME BEAM(E) FRAME BEAML6x6x516 MIN w/ (2) 12"Ø MB w/ STDWASHER TO (N) PURLIN & (4) 12"Ø MBw/ LINDAPTER LA50 CLAMPS TOUNDERSIDE OF (E) FRAME BEAMFLANGE - CNTR ON (E) FRAME BEAMEQ3"1" 3"2" 3 1/4"1 1/4"1"TYP1 1/2"APLANAEQ1 1/2" MINTO END OF PURLIN2 "MIN45°MAX3 1/2"MIN TYP 6" MAXOFFSETOFFSET OF STRUTONLY AS REQ'D FORBOLT INSTALLATION3" MAXOFFSET MOUNTING LOCATION PER MFR TYP - ATTACH TOSUSPENSION ROD OR TO STRUT w/ 38"Ø MIN MBP1000 STRUT @ EACHVERTICAL ROW OFSUSPENSION RODS TYPP1000 STRUT KICKER TYPCONT P1000LONGITUDINAL STRUT TYP(E) STUD WALL4x6 BLKG IN STUD BAYSw/ STRUT ATTACHMENT54-44-1" = 1'-0"44Kitchen Hood Section1" = 1'-0"54Kitchen Hood SectionCEILING JOIST PER PLANSUSPENSION ROD PER PLAN w/NUT & WASHER TOP & BOT OFSLEEPER OR STRUT (SOLID FACE)STIFFEN SUSPENSION ROD PERPLAN w/ P1000 (8" SHORTERTHAN ROD MAX) & P2485K@15" MAX @ BRACE LOCATION4x6 FLAT SLEEPER SPANNING BTWNJOISTS CNTRD ON EA SUSPENSIONROD w/ 6" SDWC EA END TO JOISTOFFSET OF SUSPENSIONROD ONLY AS REQ'D TOAVOID JOISTS3'-8 7/16"PER MFR3'-11 15/16"PER MFR3'-8 5/8"PER MFR3'-5 1/2"PER MFR 4"TYP(3) 10d TO BLKG TYP134" LVL BLKG AT STRUTKICKER w/ A34 EA SIDE EA END38"Ø MIN SUSPENSION ROD TYPAT HOOD MOUNTING HOLE PERMFR OR OFFSET AS REQ'D -STIFFEN PER REF'D DETAILWHERE KICKER IS CONNECTED2" MINTYP2" MINTYPSTRUT KICKER TYP w/ SPF 100OR 200 TO SUSPENSION RODOR TO STRUT w/ 38"Ø MIN MB &P1068 TO BLKG w/ 12"Ø MB EALEG - PROVIDE CHANNEL NUT &TORQUE TO RESIST SLIDING TOALL STRUT CONNECTIONS1" = 1'-0"43Kitchen Hood PlanCONNECT STRUT TO STRUT w/ 38"Ø MIN MBTYP - PROVIDE CHANNEL NUT & TORQUE TORESIST SLIDING TO ALL STRUT CONNECTIONSRUN STRUT TO WALL w/ P1068 TOBLKG w/ 12"Ø MB EA LEG - PROVIDECHANNEL NUT & TORQUE TO RESISTSLIDING TO ALL STRUT CONNECTIONSNOTE:FOR ALL INFONOT SHOWNOR NOTEDSEE43-NOTE:FOR ALL INFO NOTSHOWN OR NOTEDSEE43-31S3.1NALGEERINYHNENOR IA ESSIMURRPOFC.L I D R EW EGRISTE IL CALI RUCOEFSTASTTFNO. 6150OPAMTURLA www.murphyse.com | 805-748-3693 | San Luis Obispo, CADATE SUBMITTAL05/13/2025BLDG DEPT SUBMITTAL07/24/2025PC01 RESUBMITTALproject:3427 Roberto Ct TI address: 3427 RREHUWR CRXUW SDQ LXLV 2ELVSR CA job number: 2025-06 THESE DRAWINGS AND THE DESIGNREPRESENTED THEREBY ARE THEPROPERTY OF MURPHY STRUCTURALENGINEERS, INC. AND NO PART SHALL BECOPIED OR USED IN CONNECTION WITHANY OTHER PROJECT WITHOUT THEWRITTEN CONSENT OF MURPHYSTRUCTURAL ENGINEERS, INC.S4.1EQUIPMENTDETAILS 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2GENERALM0.0MECHANICAL GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2THESE DRAWINGS ARE A GENERAL GRAPHIC PRESENTATION OF THE WORK. DUCTWORK, PIPING, ANDEQUIPMENT, AS SHOWN, ARE SCHEMATIC. FABRICATE AND INSTALL BASED ON ACTUAL FIELDMEASUREMENT. COORDINATE WITH OTHER TRADES. ADHERE TO LOCATIONS AS CLOSELY ASPOSSIBLE, VARY RUNS OR SHAPE OF DUCTWORK AS REQUIRED TO MEET STRUCTURAL AND OTHERINTERFERENCES AS REQUIRED BY THE ARCHITECT. PROVIDE A COMPLETE SET OF SHOP DRAWINGSREFLECTING ACTUAL DIMENSIONS, ACCESS REQUIREMENTS, AND DETAILS BASED UPON THE ACTUALEQUIPMENT PROCURED. MAINTAIN AN UP TO DATE SET OF AS-BUILT DRAWINGS AT THE JOB SITE.3THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ITEMS RELATED TO MECHANICAL SYSTEMSWITH THE WORK OF OTHER TRADES BEFORE PROCEEDING WITH PROCURING OR FABRICATION OFEQUIPMENT, DUCTWORK, PIPING ETC. ITEMS TO BE COORDINATED SHALL INCLUDE BUT ARE NOTLIMITED TO THE FOLLOWING:GRILLES, REGISTERS AND DIFFUSERS SHALL BE COORDINATED WITH THE REFLECTED CEILING PLAN.DUCTWORK LOCATIONS AND POTENTIAL INTERFERENCES WITH STRUCTURAL MEMBERS, FRAMING, FIRESPRINKLER LINES, PLUMBING WASTE LINES, CABLE TRAYS AND CONDUIT.OPENINGS REQUIRED IN WALLS, FLOORS OR CEILINGS SHALL BE COORDINATED WITH THE GENERALCONTRACTOR AND/OR FRAMING CONTRACTOR PRIOR TO THE START OF CONSTRUCTION TO AVOIDREWORK. ANY REWORK REQUIRED SHALL BE AT NO ADDITIONAL COST TO THE OWNER.PRIOR TO BIDDING THE PROJECT THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THEELECTRICAL CONTRACTOR TO DETERMINE WHO WILL BE RESPONSIBLE FOR PROCURING ANDINSTALLING MOTOR STARTERS, CONDUIT FOR LOW VOLTAGE CONTROLS AND LINE VOLTAGE CONTROLDEVICES, SUCH AS SINGLE POLE SWITCHES.ACCESS TO VOLUME DAMPERS FOR BALANCING. ACCESS TO ALL EQUIPMENT, AS WELL AS PLATFORMAND CURB LOCATIONS.CONSTRUCTION OF PLATFORMS AND SHAPED RUNNERS OR OTHER MEANS TO MOUNT CURBS LEVEL.ALL PLATFORMS AND CURBS SHALL BE LEVEL UNLESS OTHERWISE NOTED OR DETAILED ON THEMECHANICAL PLANS.4REVIEW ALL DRAWINGS AND SPECIFICATIONS INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL,MECHANICAL, PLUMBING, AND ELECTRICAL. ANY QUESTIONS SHALL BE BROUGHT UP, IN WRITING, TOTHE ATTENTION OF THE ENGINEER BEFORE THE START OF CONSTRUCTION.5ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRICMOTORS, ETC. ACCESS CLEARANCE SHALL BE 30" OR AS REQUIRED BY THE EQUIPMENTMANUFACTURER, WHICH EVER IS GREATER. CONTRACTORS SHALL PROVIDE ACCESS PANELS WHEREREQUIRED. WHERE VERTICAL SPACE ALLOWS, INSTALL DUCTWORK THAT IS IN CLOSE PROXIMITY TOMECHANICAL, ELECTRICAL OR ANY OTHER ITEM THAT REQUIRES ACCESS HIGH IN THE SPACE FOR EASEOF ACCESS.6PRIOR TO ROUGH-IN, COORDINATE THE ORIENTATION OF ELECTRICAL BOXES WITH THE DIMENSIONS OFTHE DEVICE OR WALL PLATE THAT WILL BE INSTALLED IN OR ON THE ELECTRICAL BOX TO ENSURE THATTHE DEVICE IS CORRECTLY ORIENTED AND THE BOX IS PROPERLY ALIGNED TO BE COVERED BY THEDEVICE OR WALL PLATE.7HANDLE, STORE AND INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.8BRACE AND SUPPORT PIPES, CONDUIT, AND DUCTWORK IN ACCORDANCE TO SMACNA GUIDELINES FORSEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING PIPING SYSTEM.9REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS,REGISTERS, GRILLES, AND ACCESS PANELS.10ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS.INCREASE OUTER DUCT DIMENSION AS REQUIRED TO ACCOUNT FOR THE THICKNESS OF INTERNALLINING WHERE APPLICABLE.11INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHALL CRITERIA AND SHALL NOTEXCEED FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-223, AND UL 723.12INSULATE PIPING AND DUCTWORK IN ACCORDANCE TO THE GOVERNING CODES.13COMMISSION AND START-UP THE MECHANICAL SYSTEMS TO ASSURE A COMPLETE AND OPERATIONALHVAC SYSTEM IN ACCORDANCE WITH ASHRAE AND NEBB.14ALL SQUARE ELBOWS IN SUPPLY DUCTWORK SHALL HAVE TURNING VANES. PROVIDE MANUAL VOLUMEDAMPER AT EACH BRANCH DUCT TAKE-OFF SERVING EACH AIR TERMINAL DEVICE. PROVIDE BALANCINGDAMPERS FOR EACH MAIN DUCT TAKE-OFF IN ACCORDANCE TO SMACNA IN ORDER TO ASSURE ACOMPLETELY BALANCED SYSTEM.15CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TOCONTROL COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED AT THE HEIGHTSGIVEN BY SECTION 11B-308.1 OF THE 2022 CBC. NOTIFY THE ARCHITECT IMMEDIATELY IF THE MOUNTINGHEIGHTS REQUIRED BY THE 2022 CBC CANNOT BE OBTAINED AT THE LOCATION WHERE THE CONTROLDEVICE IS SHOWN ON THE MECHANICAL FLOOR PLANS.16DUCT SMOKE DETECTORS WHEN NOT PROVIDED PRE-INSTALLED BY THE EQUIPMENT MANUFACTURERSHALL BE INSTALLED IN THE SUPPLY AIR DUCT OF AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF2000 CFM. DETECTORS SHALL BE LOCATED BETWEEN THE SUPPLY AIR DUCT CONNECTION AT THEEQUIPMENT AND THE FIRST BRANCH DUCT OR DIFFUSER. WHERE FIRE-DETECTION OR ALARM SYSTEMSARE PROVIDED FOR THE BUILDING, ALL SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMSIN AN APPROVED MANNER, AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIABUILDING AND FIRE CODES.17ALL EQUIPMENT SHALL BE LABELED AS TO THE SPACE THEY ARE SERVING.18HABITABLE SPACE SHALL BE PROVIDED WITH A HEATING SYSTEM CAPABLE OF MAINTAINING A MINIMUMINDOOR TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR PER 2022 CBC 1203.19MATERIALS EXPOSED WITHIN ANY SPACE BEING USED AS AN AIR PLENUM SHALL BE NON COMBUSTIBLEOR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOTGREATER THAN 50, WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ONE OF THEFOLLOWING TEST METHODS: NFPA 255, METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OFBUILDING MATERIALS, ASTM E84, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL723, TEST FOR SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS.20ANY MECHANICAL EQUIPMENT THAT PROVIDES POWER TO A ENERGIZED ACCESSORY MUST BEPROVIDED WITH A NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETESYSTEM AS INSTALLED WITH THE ENERGIZED ACCESSORY. NO EXCEPTIONS.CAL GREEN CODE NONRESIDENTIAL MANDATORYMEASURESDIVISION 5.4-MATERIAL CONSERVATION AND RESOURCE EFFICIENCY5.410.4 TESTING AND ADJUSTING. TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEWBUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION OR ALTERATIONSUBJECT TO 2022 CGBSC 303.1.5.410.4.2 SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS.SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE AT A MINIMUM, AS APPLICABLE TOTHE PROJECT:1. HVAC SYSTEMS AND CONTROLS2. WATER HEATING SYSTEMS3. WATER REUSE SYSTEMS5.410.4.3 PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM.AT A MINIMUM THE MECHANICAL CONTRACTOR SHALL OBTAIN THE LATEST START-UP CHECK LIST(S) FROMTHE EQUIPMENT MANUFACTURER AND PERFORM ALL TESTS AND CHECKS APPLICABLE. AFTER COMPLETIONOF THE START-UP CHECK LIST THE MECHANICAL CONTRACTOR SHALL MAKE ADJUSTMENTS TO PUT THEEQUIPMENT IN PEAK WORKING ORDER. MECHANICAL CONTRACTOR SHALL DOCUMENT ALL WORKPERFORMED. CLOSE OUT DOCUMENTATION PROVIDED TO THE GENERAL CONTRACTOR SHALL INCLUDE ALLCOMPLETED CHECK LIST(S) AND DOCUMENTATION FOR ANY WORK PERFORMED. THE GENERALCONTRACTOR SHALL SUBMIT THE CHECK LIST(S) AND WORK DOCUMENTATION TO ENGINEER OF RECORD.5.410.4.3.1 HVAC BALANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEWSPACE-CONDITIONING SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THESYSTEM SHALL BE BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTINGADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCINGBUREAU PROCEDURAL STANDARDS; ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR ASAPPROVED BY THE BUILDING ENFORCING AGENCY.SEE SPECIFICATION SECTION 23 00 13 FOR HVAC BALANCING REQUIREMENTS.5.410.4.4 REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINALREPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.5.410.4.5 OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER ORREPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OFGUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHAREQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.5.410.4.5.1 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTSREQUIRED BY THE ENFORCING AGENCY.DIVISION 5.5-ENVIRONMENTAL QUALITYSECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURINGCONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN THE REQUIRED TEMPERATURE RANGEFOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USERETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE52.2-1999, OR AN AVERAGE EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERSIMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THECONCLUSION OF CONSTRUCTION.5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURINGCONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITEUNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHERRELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METALOR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATERAND DEBRIS WHICH MAY ENTER THE SYSTEM.5.504.4.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECTSHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS ANDCAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENTDISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OFCERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED INSUBSECTION 2, BELOW.2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS(IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOTCONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHERREQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODEOF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.TABLE 5.504.4.1 ADHESIVE VOC LIMITLESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITERSPECIALTY APPLICATIONS CURRENT VOC LIMITPVC WELDING 510CPVC WELDING 490ABS WELDING 325SPECIAL PURPOSE CONTACT ADHESIVE 2501. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH THE HIGHESTVOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THISTABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168,HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF.5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OFTHE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST AMINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TOOCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BEINCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. FILTERS SHALL BE CLEARLY LABELED BY THEMANUFACTURER INDICATING THE MERV RATING.EXCEPTIONS:1. EXISTING MECHANICAL EQUIPMENT.SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF CALIFORNIABUILDING CODE, CCR, TITLE 24, PART 2, SECTIONS 1202 (VENTILATION) AND CHAPTER 14 (EXTERIOR WALLS).FOR ADDITIONAL MEASURES NOT APPLICABLE TO LOW-RISE RESIDENTIAL OCCUPANCIES, SEE SECTION5.407.2 OF THIS CODE.SECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS,MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE 2022CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, ANDDIVISION 1, CHAPTER 4 OF CCR, TITLE 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMANDCONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED INACCORDANCE WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA ENERGY CODE, SECTION 120.1(C)(4).SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATIONAND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSIONEQUIPMENT THAT DO NOT CONTAIN CFCS.5.508.1.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOTCONTAIN HALONS.CAL GREEN CODE NONRESIDENTIAL MANDATORYMEASURESSECTION 702.1 INSTALLER TRAININGHVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVACSYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING ORCERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THEDIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVACSYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVACTRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOTLIMITED TO THE FOLLOWING:1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.2. PUBLIC UTILITY TRAINING PROGRAMS.3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATE-WIDE ENERGY CONSULTINGOR VERIFICATION ORGANIZATIONS.4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCYMECHANICAL ABBREVIATIONSACAIR CONDITION, AIR CONDITIONING, AIRCONDITIONEDHP HORSE POWERABV ABOVEHVI HOME VENTILATING INSTITUTEAFF ABOVE FINISHED FLOORHZ HERTZAFUEANNUAL FUEL UTILIZATION EFFICIENCYIDUINDOOR UNITAHJAUTHORITY HAVING JURISDICTIONIWC INCHES OF WATER COLUMNAHUAIR HANDLING UNITKW KILOWATTALUM ALUMINUMLBS POUNDSAMCAAIR MOVEMENT AND CONTROLASSOCIATIONLWT LEAVING WATER TEMPERATUREAMB AMBIENTMBH1000 BRITISH THERMAL UNITS PER HOURAP ACCESS PANELMCA MINIMUM CIRCUIT AMPSARCHARCHITECT, ARCHITECTURALMFGR MANUFACTURE OR MANUFACTURERAHRIAIR CONDITIONING, HEATING, ANDREFRIGERATION INSTITUTEMINMINIMUMASHRAEAMERICAN SOCIETY OF HEATING,REFRIGERATION, AND AIR CONDITIONINGENGINEERSMUA MAKE-UP AIRBDD BACK DRAFT DAMPER(N)NEWBOD BASIS OF DESIGNNL NOT LISTEDBEL BELOWNOM NOMINALBHP BRAKE HORSE POWERNTS NOT TO SCALEBLDG BUILDINGOA OUTSIDE AIRBTUHBRITISH THERMAL UNIT PER HOUROAI OUTSIDE AIR INTAKECA COMBUSTION AIROBD OPPOSED BLADE DAMPERCD CONDENSATE DRAINODU OUTDOOR UNITCFD CEILING FIRE DAMPEROSHPDOFFICE OF STATEWIDE HEALTH PLANNINGAND DEVELOPMENTCFM CUBIC FEET PER MINUTEPD PRESSURE DROPCONT CONTINUATIONPSIPOUNDS PER SQUARE INCHCSD CEILING SMOKE DAMPERRARETURN AIRDBDRY BULB TEMPERATUREREFREFRIGERANT, REFRIGERATIONDN DOWNRM ROOMDSA DIVISION OF THE STATE ARCHITECT RPM REVOLUTIONS PER MINUTEDTR DOWN THROUGH ROOFSA SUPPLY AIR(E)EXISTINGSEER SEASONAL ENERGY EFFICIENCY RATIONEA EXHAUST AIRSHT SHEETEC EVAPORATIVE COOLERSMACNASHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCIATIONEDB ENTERING DRY BULB TEMPERATURE SOV SHUT OFF VALVEEERENERGY EFFICIENCY RATIOSP STATIC PRESSUREEFF EFFICIENCYSS STAINLESS STEELELEC ELECTRICALSSE STEADY STATE EFFICIENCYESP EXTERNAL STATIC PRESSURESSTSATURATED SUCTION TEMPERATUREEWB ENTERING WET BULBTEMPTEMPORARY, TEMPERATUREEWT ENTERING WATER TEMPERATURETSP TOTAL STATIC PRESSUREFA FROM ABOVETYP TYPICALFC FLEXIBLE CONNECTIONTXV THERMAL EXPANSION VALVEFD FIRE DAMPERUON UNLESS OTHERWISE NOTEDFLA FULL LOAD AMPSUTRUP TO OR UP THROUGH ROOFFPMFEET PER MINUTEVD VOLUME DAMPERFSC FAN SPEED CONTROLLERVEX VEHICLE EXHAUST SYSTEMFSD FIRE/SMOKE DAMPERVRF VARIABLE REFRIGERANT VOLUMEGAGAGE, GAUGEWBWET BULB TEMPERATUREGALV GALVANIZEDWC WATER COLUMNGPM GALLONS PER MINUTEWG WATER GAUGEGYP GYPSUMWT WEIGHT EXPRESSED IN POUNDSHD HEADMECHANICAL LEGENDSYMBOLABBREVIATIONDESCRIPTIONØDIA DIAMETERɸELECTRICAL PHASECEILING MOUNTED SUPPLY OR OUTSIDE AIR DIFFUSERCEILING MOUNTED RETURN AIR GRILLECEILING MOUNTED EXHAUST AIR GRILLESIDEWALL MOUNTED SUPPLY AIR DIFFUSER, RETURNAIR GRILLE, LOUVER24X12, 24X12 FO RECTANGULAR, FLAT OVAL DUCT24X12L, 12ØLLINED DUCTSPECIALTY WRAPPED DUCT (FIRE OR OTHERSPECIALTY WRAP)RECTANGULAR SUPPLY / OA, RETURN, EXHAUST /RELIEF DUCT PASSING THROUGH PLAIN OF VIEWRECTANGULAR SUPPLY / OA, RETURN, EXHAUST /RELIEF DUCT TURNING DOWN12Ø ROUND DUCTROUND DUCT TURNING DOWN, ROUND DUCT TURNINGUP90° ELBOW WITH TURNING VAINSFLEXIBLE DUCT 60" MAX LENGTHFC FLEXIBLE CONNECTIONVD MANUAL VOLUME DAMPERCVD CABLE OPERATED VOLUME DAMPERACCESS CLEARANCEWALL CAPROOF JACKROOF CAPCEILING EXHAUST FANREFRIGERATION LINESREFRIGERATION ISOLATION VALVEAPACCESS PANEL. SIZE GIVEN INDICATES MINIMUM SIZEREQUIREDREFREF22x30 MIN APPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMENERGY ANALYSTJORGE BRAVO805.540.3363 EXT 325JBRAVO@3CENG.COMCONTROLS LEGENDSYMBOLABBREVIATIONDESCRIPTIONFSCFAN SPEED CONTROLLER. ADJACENT TEXT INDICATESASSOCIATED FANPULL STATION. ADJACENT TEXT INDICATESASSOCIATED TYPE I HOODSWITCH. ADJACENT TEXT INDICATES CONTROLLEDEQUIPMENTTHERMOSTAT. ADJACENT TEXT INDICATESCONTROLLED EQUIPMENTEF-XFSCPSKEH-XEF-XS|AC-#TSheet List TableSHEET NUMBERSHEET TITLEM0.0GENERALM0.1SCHEDULESM0.2DETAILSM0.3DETAILSM0.4KITCHEN HOOD DETAILSM0.5KITCHEN HOOD DETAILSM0.6KITCHEN HOOD DETAILSM1.0ZONING PLANM1.1OVERALL FLOOR PLANM1.2ROOF PLAN 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2SCHEDULESM0.1FAN COIL UNIT SCHEDULETAGMATCHINGUNIT TAGMAKE MODELNOMTONSREFRIGERANTFANOAICFMELECTRICAL DATAAHRI PERFORMANCEOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM SPEED ESPWATTS[BHP]FAN COILCOOLINGHEATINGPOWERV/ɸ/HZMCA MOCPBTUHSEER[SEER2]EER[EER2]IEERBTUHAT 47°FBTUHAT 17°FCOP AT47°FHSPF[HSPF2]DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 625208-230/1/608.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,3,C11/M0.2DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 500208-230/1/608.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,C11/M0.2DAIKINFTXA60AAVJU 5.0 R-321,800HIGH0.9 676 400 208-230/1/60 8.6 1557,500[16] [8.5]NA57,000 36,400NA[8.5]1701,2,3,C11/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.UNIT SPECIFIC NOTES:1. PROVIDE WITH CONTRACTOR FABRICATED 2" FILTER BOX WITH MERV 13 FILTER.2. PROVIDE WITH RECTORSEAL SAFE-T-SWITCH CONDENSATE SAFETY SWITCH INSTALLED IN THE COOLING COIL OVERFLOW DRAIN CONNECTION. SWITCH SHALL BE WIRED TO THE FAN COIL CONTROLS TO SHUT THE UNIT DOWN WHEN CONDENSATE OVERFLOW ISDETECTED.3. CONTRACTOR SHALL FIELD-CONVERT THE FAN COIL FROM HORIZONTAL LEFT TO HORIZONTAL RIGHT PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.CONTROL NOTES:C1. PROVIDE WITH HONEYWELL MODEL TH8321WF1001 VISION PRO WI-FI CAPABLE PROGRAMMABLE THERMOSTAT.C2. AUTOMATIC SHUT DOWN UPON SMOKE DETECTION NOT REQUIRED PER THE 2022 CMC SECTION 609, EXCEPTION 2.FC1AHPC1AFC1BHPC 1BFC2HPC2EXHAUST / SUPPLY / RELIEF FAN SCHEDULETAG MAKE MODELTYPE DRIVEPERFORMANCEMOTORACCESSORIESOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM ESP RPMOPERATINGPOWERWATTS[BHP]SONESPOWERV/ɸ/HZNOMHPBIRDGUARDBACKDRAFTDAMPERROOFCURBROOFJACKWALLCAPFSCGREENHECK SP-A125 CEILING DIRECT 100 0.251,05518 0.6 115/1/60 NA NO YES NO YES NO YES 20C14/M0.2GREENHECK SP-A125 CEILING DIRECT100 0.237 950 18 0.6115/1/60 NA NO YES NO YES NO YES20C14/M0.2GREENHECK CUE-160-VG UPBLAST DIRECT2,3700.771,138[0.56]13.4115/1/600.75NO NO YES NO NO NO1501,2,C25/M0.2GREENHECKSQ-140-VGINLINE DIRECT2,0700.731,399[0.54]12.9 115/1/60 0.75 NO YES NO NO NO NO 1553,C27/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. FAN SPEED CONTROLLERS SHALL BE PROVIDED FROM THE FACTORY WITH THE SPEED CONTROLLER INTERNALLY MOUNTED WITHIN THE FAN HOUSING AND WIRED.UNIT SPECIFIC NOTES:1. PROVIDE WITH CURB THAT IS TALL ENOUGH TO PROVIDE A 40" VERTICAL SEPARATION BETWEEN THE ROOFING MATERIAL AND POINT OF DISCHARGE OF THE EXHAUST FAN.2. PROVIDE WITH HINGED CURB CAP WITH LATCH, NON-STICK COATED WHEEL, GREASE TRAP, HEAT BAFFLE AND CLEAN-OUT PORT. FAN SHALL BE UL 705 SUPPLEMENT SC LISTED AS A POWER VENTILATOR FOR RESTAURANTEXHAUST APPLIANCES.3. PROVIDE WITH MANUFACTURER'S 2" MERV-13 FILTER BOX.CONTROL NOTES:C1. INTERLOCK FAN WITH ROOM LIGHTING CONTROLS SO THAT THE FAN ENERGIZES WHEN THE ROOM LIGHTS ARE TURNED ON. PROVIDE 5 MINUTE TIMED DELAY OFF. INTERLOCK AND TIME DELAY BY ELECTRICAL.C2. KEF-1 AND THE SUPPLY FAN IN MUA-1 SHALL BE INTERLOCKED BY THE CONTROL SYSTEM PROVIDED WITH KEH-1 SO THAT ALL FANS ENERGIZE AT THE SAME TIME. REFER TO SHEETS M0.4, M0.5, AND M0.6 FOR ADDITIONALINFORMATION.EF1EF2KEF1MUA1HEAT PUMP CONDENSING UNIT SCHEDULETAGMATCHINGUNIT TAGMAKEMODELNOMTONSREFRIGERANTELECTRICAL DATAAHRI PERFORMANCEPIPING SIZEOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCOOLINGHEATINGPOWERV/ɸ/HZMCA MOCPBTUHSEER[SEER2]EER[EER2]IEERBTUH AT47°FBTUHAT 17°FCOP AT47°FHSPF[HSPF2]LIQUIDSUCTIONDAIKINRXTA60AAVJU 5.0 R-32208-230/1/6034.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2DAIKINRXTA60AAVJU 5.0 R-32208-230/1/6034.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2DAIKIN RXTA60AAVJU 5.0 R-32 208-230/1/60 34.6 3557,500[16] [8.50]NA57,000 36,400NA[8.5]NOTE B NOTE B235NA2/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. SIZE REFRIGERATION LINES PER MANUFACTURERS REQUIREMENTS FOR TOTAL DEVELOPED LINE LENGTH.HPC1AFC1AHPC1BFC1BHPC2FC2COMMERCIAL GRILLE, REGISTER, DIFFUSER, LOUVER SCHEDULETAG TYPE MAKE MODELBORDER TYPECONSTRUCTIONFINISHIMAGEREMARKSINSTALLATIONDETAILGYP BOARD CEILINGOR WALLLAY-INCEILINGCEILINGSUPPLYTITUS TDC13 STEEL WHITEMECHANICAL CONTRACTOR SHALLCOORDINATE WITH THE GENERALCONTRACTOR AND FRAMING CONTRACTORTO INSURE OPENINGS IN HARD CEILINGSAND WALLS ARE CORRECTLY SIZED TOACCOMMODATE THE SPECIFIED BORDERTYPE. NO EXCEPTIONS8/M0.2EXPOSED DUCTMOUNTEDSUPPLYTITUS S301FS 1-3/8" FLANGEALUMINUMCLEARANODIZEDPROVIDE WITH OPTIONAL ASD-AIR SCOOPDEVICE9/M0.2CEILINGSUPPLYKITCHENMAKE-UP AIRTITUS PAR-AA 13 ALUMINUMWHITEPROVIDE 24X24 FACE WITH 22X22 NECKFOR ALL LAY-IN CEILINGS. SEE FLOOR PLANFOR HARD LID NECK SIZE8/M0.2CEILING ORSIDEWALLRETURN ANDEXHAUSTTITUS350RL13STEEL WHITEMECHANICAL CONTRACTOR SHALLCOORDINATE WITH THE GENERALCONTRACTOR AND FRAMING CONTRACTORTO INSURE OPENINGS IN HARD CEILINGSAND WALLS ARE CORRECTLY SIZED TOACCOMMODATE THE SPECIFIED BORDERTYPE. NO EXCEPTIONS8/M0.2CEILING SUPPLY DEFLECTION LEGEND (EXCEPT FOR 4-WAY DEFLECTION, SHADING INDICATES ACTIVE SECTION OF DIFFUSER)2-WAY CORNER 2-WAY OPPOSITE 1-WAY3-WAY4-WAY12x12S1400CFMFDFD = FIRE DAMPERFSD = FIRE/SMOKE DAMPEROAI = OUTSIDE AIR INTAKEX"Ø = INLET SIZE (IF APPLICABLE)DIFFUSER, GRILLE, LOUVERMARK: S = SUPPLY; R = RETURN; E = EXHAUST; T = TRANSFER; L = LOUVER; O = OUTSIDE AIRNECK SIZE (length x width or length x height)OR LINEAR DIFFUSER LENGTHS1S2S3R1KITCHEN EXHAUST HOOD SCHEDULETAGEXHAUSTFAN TAGMAKE-UP AIRUNIT TAGMAKE MODEL TYPE SECTIONSOVERALL SIZE IN INCHESMATERIALHEIGHT AFFINCHESEXHAUSTCFMMUACFMWEIGHTLBSREMARKS SEEBELOWINSTALLATIONDETAILLENGTH WIDTH HEIGHTGREENHECK GXEW WALL 1 1444824430 SS WHEREEXPOSED802,3702,0706201,2,3,4,5,6,7,8,943/S4.1, 44/S4.1,54/S4.1, M0.4,M0.5, M0.6GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.UNIT SPECIFIC NOTES:1. PROVIDE WITH INTEGRAL 3" AIR SPACE AT BACK OF HOOD.2. PROVIDE WITH CEILING ENCLOSURES AT LEFT, FRONT AND RIGHT SIDE OF HOOD. COORDINATE HEIGHT WITH ROOM CEILING.3. PROVIDE WITH STAINLESS STEEL X-TRACTOR FILTERS.4. PROVIDE WITH BACKSPLASH PANEL.5. PROVIDE WITH ASP EXTERNAL SUPPLY PLENUM.6. PROVIDE WITH UTILITY CABINET ON RIGHT END OF HOOD TO HOUSE THE CONTROLS AND FIRE SUPPRESSION SYSTEM.7. PROVIDE WITH COMPLETE ANSUL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEM.8. PROVIDE WITH GKC-CV KITCHEN FAN CONTROL CENTER.9. REFER TO SHEET M0.4, M0.5, AND M0.6 FOR COMPLETE HOOD INFORMATION.KEH1KEF1MUA 1RELIEF / INTAKE / EXHAUST HOOD SCHEDULETAG MAKE MODELTHROAT SIZEINCHESTHROAT AREAIN FT²CFM SPTHROATVELOCITYFPMACCESSORIESWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILBIRD GUARDBACKDRAFTDAMPERROOF CURBGREENHECK FGI28x367.04,2950.05 614YESYESYES155NA10/M0.2IH11(FUTURE) EXHAUST / SUPPLY / RELIEF FAN SCHEDULETAG MAKE MODELTYPE DRIVEPERFORMANCEMOTORACCESSORIESOPERATINGWEIGHTLBSREMARKSSEE BELOWINSTALLATIONDETAILCFM ESP RPMOPERATINGPOWERWATTS[BHP]SONESPOWERV/ɸ/HZNOMHPBIRDGUARDBACKDRAFTDAMPERROOFCURBROOFJACKWALLCAPFSCGREENHECKCUE-140HP-VGUPBLAST DIRECT70011,399[0.23]12.9115/1/600.5YES YES YES NO NO YES90C16/M0.2GREENHECKSQ-9-VGINLINE DIRECT 700 0.51,350[0.09]6.9 115/1/60 0.25 NO YES NO NO NO YES 1051,C17/M0.2GENERAL NOTES APPLICABLE TO ALL UNITS:A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.B. FAN SPEED CONTROLLERS SHALL BE PROVIDED FROM THE FACTORY WITH THE SPEED CONTROLLER INTERNALLY MOUNTED WITHIN THE FAN HOUSING AND WIRED.UNIT SPECIFIC NOTES:1. PROVIDE WITH MANUFACTURER'S 2" MERV-13 FILTER BOX.CONTROL NOTES:C1. KEF-2 AND THE SUPPLY FAN IN MUA-2 SHALL BE INTERLOCKED SO THAT BOTH FANS ENERGIZE AT THE SAME TIME.KEF2MUA222TYPE II HOOD EXHAUST SYSTEM (MUA-2 ANDKEF-2) IS A DEFERRED SUBMITTAL. SYSTEMSHOWN HERE FOR REFERENCE ONLY.2 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2DETAILSM0.2NTSFAN COIL UNIT1FAN COILREFRIGERATIONLINESCONDENSATELINE W/ TRAPFLEXIBLE CONNECTION(TYP. OF 2)FILTER IF NOTSUPPLIED WITHUNITSAPLYWOOD FLOOR2"x2"x1/8"x3" LONG ANGLE IRONCLIP, (TYP OF 4). ATTACH TOJOISTS W/(2) 6" SDWC SCREWS &TO 4x4 W/(2) #12x3/4" LAG SCREWS4x4 SUPPORT (TYP.), PERPENDICULARTO FLOOR FRAMING, BEAR ON A MIN.OF 3 JOISTSATTACH FAN COIL TO 4x4sW/#12x3/4" TEK SCREWS W/WASHERSRACONDENSER12"Øx3" LAG SCREW W/SELF SEALING WASHERAT EACH MOUNTINGLEG. MASTIC OVERSCREWSBLOCKING IN PLATFORMNTSCONDENSING UNIT ANCHORAGE - PLATFORM2MOUNTING LEGINTEGRAL TOCONDENSING UNITPLATFORM, REFER TODETAIL 3/M0.2NTSEQUIPMENT PLATFORM3PLATFORM SIZE TO VARY WITH EQUIPMENT SIZE.MAKE PLATFORM LEVEL.3" CANT STRIPAROUND PLATFORMBUILT-UPROOFING4x4 BLOCKING FOREQUIPMENT ANCHORS.SECURE W/ SIMPSON A35HANGERS AT EACH END2x8 AT16" OCREFER TO DETAIL2/M0.3 FOR PLATFORMANCHORAGE TOSTRUCTURE3/4" PLYWOOD W/ 10d NAILS AT6" OC AROUND PERIMETERAND AT 12" OC AT OTHERSUPPORTS24 GA GALVSHEET METAL CAPSECURE FAN TO BLOCKINGWITH 1/4"Øx2-1/2" LONG LAGSCREWS2x4 SECURED TO BLOCKINGWITH SIMPSON A34HANGERS AT EACH ENDFAN ENCLOSURESECURE DUCT TO DUCTCOLLAR WITH SHEET METALSCREWSNTSCEILING EXHAUST FAN4METAL EXHAUST DUCTINTERNAL BACKDRAFT DAMPER(IF SPECIFIED)CEILING2x4 SECURED TO STRUCTURALFRAMING WITH SIMPSON A34HANGERS AT EACH ENDGRILLELONG ENOUGH TO ALLOWPROPER OPERATION OF BACKDRAFT DAMPER (IF SPECIFIED)EXHAUST DUCT FROM THEEXHAUST COLLAR AT THEHOODS TO 6" ABOVE THEROOF TO BE WRAPPED WITH 2LAYERS OF THERMALCERAMICS FIREMASTERFASTWRAP XL 2. EXHAUSTDUCT SHALL EXTEND AMINIMUM OF 18" ABOVE THEROOF SURFACE1" PVC DRAIN TOGREASE TROUGHGREASE TROUGHATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.18" MIN.40" MINSECURE BASE TOCURB W/ #12 TEKSHEET METALSCREWS 2 EASIDE (8 TOTAL)NTSKEF MOUNTING5EXHAUST FANDISCHARGE POINTTO BE A MIN OF 40"ABOVE THE ROOFROOFING TO RUNTO TOP OF CURBUNDER FAN BASENTSIN-LINE EXHAUST FAN76x BLOCKING WHEREREQUIREDRESTRAINED SPRINGISOLATORS PROVIDEDWITH FAN1/2"Ø LAG SCREW MIN. 2"EMBEDMENT INTOBLOCKINGDUCTEXHAUST FANFLEXIBLE CONNECTIONFLEXIBLE CONNECTIONGASKET ALLAROUNDAIR SCOOPADJUSTMENTSCREWFLUSH MOUNTEDGRILLEEXPOSED DUCTAIR SCOOPNTSFLUSH MOUNTED EXPOSED GRILLE9NTSDIFFUSER OR GRILLE INSTALLATION8DIFFUSER OR GRILLEDUCT INSULATION PERSPECIFICATIONSCONICAL FITTING WITH BEAD FORFLEXIBLE DUCT CONNECTION. LOCATEON TOP OF CAN AS NEEDED24 GAGE DIFFUSER CANATTACH DIFFUSER OR GRILLE TOCAN WITH (8)#12 TEK SCREWS (2)PER SIDE EQUALLY SPACEDFLEXIBLE DUCT 60" MAX LENGTH,REFER TO DETAIL 11/M0.2 FORATTACHMENTHARD CEILING2x BLOCKING ALLAROUNDATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.NTS6DUCTSECURE BASE TO CURBW/ #12 TEK SHEETMETAL SCREWS 2 EASIDE (8 TOTAL)GASKET ALLAROUNDEXHAUST FANROOFING TO RUNTO TOP OF CURBUNDER FAN BASEFACTORYFURNISHEDROOF CURBEXHAUST FAN MOUNTINGNTSINTAKE HOOD MOUNTING10GASKET ALL AROUNDSECURE BASE TO CURBW/ #12 TEK SHEETMETAL SCREWS 2 EASIDE (8 TOTAL)BACKDRAFT DAMPER(WHEN SPECIFIED)DUCTFACTORY FURNISHEDROOF CURBROOFING TO RUN TOTOP OF CURB UNDERHOOD BASEINTAKE HOODREFER TO ARCHITECTURAL FORROOFING AND FLASHINGREQUIREMENTSBACKDRAFT DAMPER(WHEN SPECIFIED)ATTACH CURB TO DECKWITH #12 SELF TAPINGSCREWS. PROVIDESCREWS AT 3" O.C. ON SIDEOF PLATFORM THAT ISPARALLEL TO THE DECKRIBS. PROVIDE SCREWSNEAR THE RIDGE OF EACHRIB ON SIDES OF THE CURBTHAT ARE PERPENDICULARTO THE DECK RIBS.NTSFLEXIBLE DUCT CONNECTION11STAINLESS STEELWORM GEAR CLAMPOVER (2) WRAPS OFUL-181 DUCT TAPESTEP - 1:FOLD BACK JACKET AND INSULATION. SLIDE AT LEAST 1" OF CORE OVER DUCT AND PASTTHE BEAD. SEAL CORE TO DUCT WITH AT LEAST (2) WRAPS OF UL-181 LISTED DUCT TAPE.SECURE CONNECTION WITH A CLAMP PLACED OVER THE CORE AND TAPE PAST THE BEAD.OUTSIDE JACKETINSULATIONWIRE HELIX AND LININGCOREOUTSIDE JACKETINSULATIONOUTSIDE JACKETINSULATIONWIRE HELIX AND LININGCOREWIRE HELIX AND LININGCORESTEP - 2:PULL THE INSULATION AND JACKET OVER THE TOP OF THE CORE AND THE CLAMP. TUCKTHE OUTSIDE JACKET UNDER THE INSULATION.STEP - 3:INSTALL A CLAMP AROUND THE ENTIRE FLEXIBLE DUCT ASSEMBLYSTAINLESS STEELWORM GEAR CLAMPDUCTDUCTDUCT 1/2x1-1/4" LAGSCREW1/2" THROUGH BOLTW/ NUT & WASHERSROOF DECKSECURE PLATFORMTO PERLIN WITH 1/2"THROUGH BOLT W/NUT & WASHERS1/4x2x2x3" LONG CLIPANGLE (2 PER SIDEEVENLY SPACED)2x12 EQUIPMENTPLATFORM FRAMENTSEQUIPMENT PLATFORM ANCHOR23427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2DETAILSM0.3NTSROUND VOLUME DAMPER1WING NUTDAMPER REGULATOR SET10"Ø AND SMALLER: NO.KSR12"Ø TO 20"Ø: NO.KSR21"Ø AND LARGER: NO.KS-12ALL SETS TO BE "QUADRANT" TYPEHANDLEDUCT PENETRATIONS SHALL BESEALED AIR TIGHT. ALL MODELNUMBERS LISTED ARE DURO DYNE.1/8" CLEARANCE BETWEEN DAMPERAND DUCT ALL AROUNDROD CONTINUOUS ON ALL DAMPERSOVER 10"ØDAMPER, OPPOSED BLADE OR SINGLELEAF TYPEOUTSIDE CLOSED END BEARING NO.SB, SIZE AS REQUIREDPLANELEVATION11 SUPPLY PLENUM INFORMATIONPOS.HOODNO.MARKTYPELCOLLARSWLDIA.CFMINSULATEDDAMPER(S)VEL.LED LIGHT(S)WHSIZE (IN.)TYPEMOUNTINGQTYQTYSUPPLIEDTOTALCFMTOTALS.P.1KEH-1FRONTMUA12 26 5180.01239FACTORY278NO YES NO14 4ASP10351KEH-1FRONTMUA12 26 5180.01239FACTORY278NO YES NO14 4ASP1035MODELLENGTH WIDTH HEIGHTHOOD DIMENSIONS (IN.)MARKWIDTH LENGTHDIA. CFM S.P.COLLAR(S)EXHAUSTHOOD INFORMATIONHOODNO.COOKINGLOAD /DUTYRATINGHOODCONSTR.MUACFMACCFMHANGINGWEIGHTLBS.SECTIONLOCATIONTOTALCFMSUPPLY9 230.52323701144 48SINGLE24GXEW-144-S KEH-123702070549HEAVY430 SSWHEREEXPOSEDLIGHTING DETAILSQTYLGREASE FILTRATION DETAILSQTYHLOCATIONUTILITY CABINET(S)CONTROLSHOOD INFORMATIONMARKFIXTURE TYPE BULB / LAMP INFOFOOTCANDLESTYPE / IN WIDE - ZERO CLEARANCE 6 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED SHIPPED LOOSE EXHAUST COLLAR(S) BACKSPLASH 80.00 IN HIGH 156.00 IN LONG PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH2 FP2302 FP2452 FP2452 FP260Fryer - Full/Split Vat without Dripboard - 16"Fuel Type: GasDim: 16" L X 30" W X 36" HHazard Dim: 14" L X 15" W X 36" HRange - 4 or more burnersFuel Type: GasDim: 36" L X 30" W X 36" HHazard Dim: 36" L X 24" W X 36" HGriddleFuel Type: GasDim: 48" L X 30" W X 36" H 2 FP2WMARK: KEH-1 - SECTION 1ELEVATION VIEWUSERINTERFACE:TOUCHSCREEN3" REAR INTEGRAL AIR SPACEMARK: KEH-1 - SECTION 1PLAN VIEWFIRE (PIPING/DROPS/NOZZLES/ETC.)SUBJECT TO CHANGE. AS-BUILTDRAWINGS CAN BE PROVIDED ATTIME OF ORDER AND INCLUDEDWITH PRODUCT SHIPMENTTEMPSENSOR46 IN. OC1 FP1N1 FP1NFIRE SYSTEM MARK: KEH Fire SuppressionGKCANSULR102RELEASEOEMTANKTANK CHROME APPLIANCE DROPSPERFORATEDAIR CURTAINMARK: KEH-1 REMOVABLE GREASE CUP W/CONCEALED GREASE TROUGHSECTION VIEWUL LISTED HIGH EFFICIENCY'GREASE-X-TRACTOR' FILTERSUSER INTERFACEUL LISTED LED LIGHT FIXTUREZERO CLEARANCE INTEGRAL AIRSPACETEMP SENSOR(S)SEE WIRING DETAILS156.06.01.51.535.021.036.021.07.026.012.026.012.021.036.021.07.026.012.026.012.023.09.06.5144.012.03.048.014.062.04.04.080.0ABOVEFINISHEDFLOOR24.06.0110.03.0156.0 in. LENGTHBACKSPLASH PANELFLAT BACKSPLASH PANEL INST. DETAILSECURE PANELSTO WALL STUDS(HOLES AND FASTENERSBY OTHERS)SLIDEPANELBEHINDHOODFLATBACKSPLASHPANELENCLOSURE PANEL INSTALLATION DETAILFASTEN TO WALLHARDWARE BY OTHERS5/16'' BOLTSPROVIDED BYMANUFACTURERCLAMPSPROVIDED BY MANUFACTURERHOOD TOP1" INSULATIONMOUNTED TOBACK OF HOODZERO CLEARANCE TO BACK OF HOODNOTES:TO BE UL LISTED THERE MUST BEBACKSPLASH PANELS MOUNTED THE FULLLENGTH OF THE HOOD AGAINST THECOMBUSTIBLE WALLVERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.)IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES.HOOD HANGING HEIGHT FOR FIRE SYSTEMSRECOMMENDED HANGING HEIGHT = 80" FROMFINISHED FLOOR TO LOWER FRONT EDGE OF HOOD.OTHER HANGING HEIGHT = __________" FROMFINISHED FLOOR TO LOWER EDGE OF HOOD.TYPICALHANGERBRACKETSUPPLY PLENUM HANGER BRACKET DETAILTYPICALHANGERBRACKETON HOODS OVER 120"HOOD HANGER BRACKET DETAILNOT TO SCALEREFERENCE SCALED DRAWING FOR ACTUAL LOCATIONSTYPICAL HOOD HANGING METHODTHREADEDROD (1/2")WASHERHANGERBRACKET1/2" NUTSHIPPED LOOSE DUCT COLLAR INST. DETAILEXHAUST COLLARCUT-OUT AREAEXHAUST COLLAR NOTES: EXHAUST DUCT CONNECTION TO BE LOCATED WITHIN 48" FROM CENTER OF HOOD LENGTH TO CENTER OF DUCT CONNECTION. UL LISTED HOOD ASSEMBLY TO BE USED ONLY WITH MANUFACTURER, LABELED SUB-ASSEMBLY, FOR EXHAUST HOOD WITHOUT EXHAUST DAMPER PART NO. DC. EXHAUST DUCT CONNECTION IS TO BE A CONTINUOUS LIQUID TIGHT WELD TO HOOD. FOR COLLARS HAVING A FUSIBLE LINK FIRE DAMPER, THE DAMPER MUST EXTEND INTO THE EXHAUST PLENUM AND THE FUSIBLE LINK MUST BE FACING THE FILTERS.ZERO CLEARANCE TO HOOD TOPINSULATION MOUNTED TOHOOD TOP BETWEENSTANDING SEAMSROUND LED LIGHT DETAIL115VAC HOT115VAC NEUTRALGROUNDBLACKWHITEGREENBLACKWHITEGREENFIRST LEDHOOD LIGHTSECOND LEDHOOD LIGHTLAST LEDHOOD LIGHTLIGHT QTYBASED ONCONFIGURATIONNOTES:VOLTAGE: 115VAC, 50-60HZWATTAGE: 20W EACHAMPERAGE: 0.167A EACHLUMENS: 1800CONDUIT PORTS: 2 EACH (1/2" - 14 NPT)COLOR: 3900 - 4100KDIMMABLE (0-10VDC)BLACK (115VAC HOT)WHITE (115VAC NEUTRAL)GREEN (GROUND)PURPLE (DIM 0-10VDC +)GRAY (DIM 0-10VDC -)DRAWING NOT TO SCALESUPPLY PLENUM LENGTH3.63.62.62.6HOOD LENGTH3.63.64.02.63.0AIRSPACEHOOD LENGTH8.08.016.08.03427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.4 CONTINUOUS FUSIBLE LINKANSUL R-102WET CHEMICAL12 UTILIZED22 AVAILABLECABINET – RIGHT END OF KEH- STEEL ENCLOSURE2. AGENT STORAGE TANK3. EXPELLENT GAS CARTRIDGE4. ANSUL AUTOMAN RELEASE5. REGULATOR6. KNOCKOUT FOR WIRING MICROSWITCHCONTROL PANEL123456WET CHEMICAL FIRE PROTECTION SYSTEM TO BE ANSUL R-102, DESIGNED INCOMPLIANCE WITH UL 300 REQUIREMENTS.-VERIFICATION OF ALL COOKING EQUIPMENT MAKE, MODEL AND LOCATIONREQUIRED FOR ALL FIRE PROTECTION SYSTEMS.-ALL FIRE SYSTEM PIPING IS STANDARDLY TO THE RIGHT END OF THE HOODUNLESS A WALL IS LOCATED ON THE RIGHT END.-ANSUL AUTOMAN RELEASE TO BE LOCATED WITHIN 60" OF HOOD.THE BASIC FIRE SYSTEM WILL INCLUDE THE FOLLOWING:-GAS SHUT-OFF VALVE, IF REQUIRED, TO BE SUPPLIED BY MANUFACTURER (UPTO 2" DIAMETER AS STANDARD), AND INSTALLED BY A LICENSED PLUMBER.-MICRO SWITCH TO BE SUPPLIED BY MANUFACTURER FOR CONNECTION TO,BUT NOT LIMITED TO, BUILDING ALARM SYSTEM(S), EXHAUST AND SUPPLY FANSAND ELECTRICAL POWER SHUT DOWN. FIELD WIRING AND CONNECTIONS TO BEPERFORMED BY A LICENSED ELECTRICIAN.THE BASIC FIRE SYSTEM DOES NOT INCLUDE THE FOLLOWING:-FULL DUMP TEST OTHER THAN WHT IS SPECIFIED PER THE INSTALLATIONMANUAL, OR TO SATISFY A STATE OR LOCAL CODE. PERMIT AND TESTING FEESARE NOT INCLUDED UNLESS NOTED UNDER THE EQUIPMENT SCHEDULE FORTHE FIRE SYSTEM.-MORE THEN TWO TRIPS TO THE JOBSITE OR SPECIAL TRANSPORTATION, OROVERNIGHT LODGING REQUIREMENTS IN REMOTE AREAS. NORMAL TRAVELDISTANCE IS FIRST 50 MI. (80.5 KM) FROM OFFICE.- SPECIAL CLASSES OR ADDITIONAL LABOR FOR ACCESS TO SECURITYSENSITIVE AREAS.-INSTALLATION OF GAS SHUT-OFF VALVE.-SPECIAL DRAWINGS REQUIRED TO SATISFY STATE OR LOCAL CODE. PLANEXAMINATION FEES, PE OR FS APPROVAL STAMP.-UNION LABOR, GOVERNMENT LABOR, OR PREVAILING WAGES REQUIRED FORFINAL FIELD HOOK-UP.-ANY AND ALL ELECTRICAL COMPONENTS/CONNECTIONS REQUIRED TO SHUTDOWN FANS, SHUT OFF DEVICE FOR ELECTRIC COOKING EQUIPMENT (SHUNTTRIP BREAKER), OR ACTIVATE AN ALARM SYSTEM, ETC.-ANY DISMANTLING OR REASSEMBLY REQUIRED TO GAIN ACCESS TO THE FIRESUPPRESSION PIPING LOCATED ON THE TOP OF THE HOOD.-ROUGH-IN HIDDEN CONDUIT FOR REMOTE PULL STATION OR GAS VALVE(FLUSH MOUNTED PULL STATION).-INSTALLATION OF MORE THAN (1) REMOTE PULL STATIONS OR DISTANCESGREATER THAN 20 FT (6.1M.)-PARTS OR LABOR REQUIRED TO CORRECT PIPING DUE TO COOKINGEQUIPMENT CHANGES OR DEVIATION FROM PLANS. OR ANY CHARGES FORMISSING OR ADDITIONAL PARTS OTHER THEN THOSE INDICATED ON THE FIRESUPPRESSION DETAIL.NOTES:NOT TO SCALENOTES:1.2.NCNO}NCVOLTAGE FREEBUILDING ALARM(S)CONTACTS FORINPUTNOCONNECTION TO BUILDINGS ALARMDPDT SWITCHES PROVIDED BY MANUFACTURER MAY BEWIRED PER TYPICAL EXAMPLES SHOWN. VERIFY WITHLOCAL CODES AND EQUIPMENT SUPPLIED AS THECONNECTION NEEDED FOR YOUR INSTALLATION.WIRING DIAGRAMFOR MICRO SWITCHESDENOTES FIELD INSTALLATION.DENOTES FACTORY INSTALLATION.23.516.57.5ANSUL R102 (WET CHEMICAL) FIRE PROTECTION SYSTEM - MODEL FSSCUPPERSWITCH(ES)LOWERSWITCH(ES)RED LEADBLACK LEADBROWN LEADREDBLACKBROWNN.O.N.C.UPPERSWITCH(ES)N.C.N.O.LOWERSWITCH(ES)NOTE: IF ELECTRIC RELEASE, BOTH UPPER SWITCHES WILLBE USED FOR ACTUATING ADDITIONAL AUTOMANS (THEYWILL BE WIRED TO EACH OTHER AND TO THE BROWN WIREON THE ELECTRIC SOLENOID). THEREFORE, USE ONE OFTHE UN-UTILIZED LOWER SWITCHES TO WIRE BACK TOCONTROL PANEL (DO NOT USE EITHER OF THE UPPERSWITCHES).IF USING LOWER SWITCHES TO WIRE BACK TO CONTROLPANEL, NORMALLY-CLOSED WILL BE BLACK LEAD, ANDNORMALLY-OPEN WILL BE BROWN LEAD.BROWN LEADBLACK LEADRED LEADREDBLACKBROWN"FIRED"POSITION"COCKED"POSITIONNCNOCONNECTION TO KC (PCB) CONTROL PANELMB(MAIN BOARD)FS-CFS-NCKC (PCB) CONTROL PANELDO NOT WIRE ANY HOT WIRES INTOFS-C AND FS-NC TERMINALS ON PCBBOARD. WIRE TO DRY,NORMALLY-CLOSED CONTACT ON FIRESUPPRESSION MICRO-SWITCH.SWITCH RATING:21A 125/250VAC1HP 125VAC2HP 250VACDISTRIBUTOR RESPONSIBILITIES-COORDINATION OF JOB INSTALLATION WITH JOB CONTRACTOR.-GAS VALVE HOOKUP TO RELEASE MECHANISM*VERIFY GAS VALVE SIZE AND TYPE WITH JOBSITE CONTACT-REMOTE PULL STATION HOOKUP RELEASE MECHANISM.-CHARGING, TESTING, AND CERTIFICATION OF SYSTEM.-PIPING AND NOZZLES FROM FACTORY STUBOUTS-MODIFY APPLIANCE DROPS IF SHELVES OR SALAMANDERS ONTHE APPLIANCE INTERFERE WITH NOZZLE DISCHARGE.-SUPPLY PIPING BETWEEN MULTIPLE HOODS.-COORDINATE WITH HOOD INSTALLER FOR PROPER ORIENTATION OF MULTIPLE HOODS.AVAILABLE SYSTEMFLOW POINTS22TOTAL SYSTEM USEDFLOW POINTS1212HOOD SECTION USEDFLOW POINTSHood Mark: KEH-1 - SECTION 1Exhaust Collar : (1) 9 X 23Hood Model: GXEW-144-S-XJob Name: High St HeadquatersSales Order Number: WDC#ANSUL R-102 FIRE SYSTEM PARTS LISTGFCINSTALLEDPARTSDESCRIPTIONGFCPART #GFCSUPPLIED TODISTRIBUTORDISTRIBUTORSUPPLIEDPARTSANSULPART#796941.5 GALLON ANSULEX2 793723.0 GALLON ANSULEX4435548SERIES DETECTOR4546974FUSIBLE LINKS (TBD)1 24916TEST LINK155601MECHANICAL SHUTOFF VALVE, 1"468814426151MANUAL RESET RELAY423429LT-20-R NITROGEN CART.5373LT-30R NITROGEN CARTRIDGE4858711 423493DOUBLE TANK NITROGEN CART.485873179493OEM REGULATED RELEASE ASSY463602418691OEM REGULATED ACTUATOR463601429853REG RELEASE ASSEMBLY - MECH462046459850REG ACTUATOR ASSEMBLY - MECH46129624298623.0 GALLON TANK ASSEMBLY4612954298641.5 GALLON TANK ASSEMBLY4612982TANK MOUNTING BRACKET (GFC)724040429878TANK MOUNTING BRACKET (ANSUL)461297429870TANK ENCLOSURE-ANSUL482408418511HOSE AND GROMET4824071434618REMOTE PULL STATION451177427929PULLEY TEE4798831WIRE ROPE (per foot-length tbd)1436770DPDT ELECT SWITCH (WIRELESS)3844351434528AUDIBLE/VISUAL HORN STROBE47988410415670HIGH TEMP PULLEY ELBOW (screw)457296423251HIGH TEMP PULLEY ELBOW (comp)45729543/8 IN. QUIK-SEAL(LARGE WASHER)45116723/8 IN. QUIK-SEAL(SMALL WASHER)4794541772863/8 IN. COMPRESSION SEAL4526141791501/2 IN. CONDUIT SEAL4511684232531/2 IN. COMPRESSION/HOOD SEAL4572944433191F NOZZLE (1 FLOW)4788034433211/2N NOZZLE (1/2 FLOW)47988524433171N NOZZLE (1 FLOW)4788044433231W NOZZLE (1 FLOW)47880514433252W NOZZLE (2 FLOWS)4788064433273N NOZZLE (3 FLOWS)4788071443329230 NOZZLE (2 FLOWS)4788082443331245 NOZZLE (2 FLOWS)4788091443333260 NOZZLE (2 FLOWS)478810443335290 NOZZLE (2 FLOWS)4788114433372120 NOZZLE (2 FLOWS)4798864418569SWIVEL ADAPTOR4564473/8' BLACK IRON PIPE 6'47996986 in.CHROME SLEEVING452527434909K-Class HANDHELD EXTINGUISHER479887417459BILINGUAL EMERGENCY LABEL4798881428311ALARM INITIATING SWITCH4798892CONDUIT 10' PIECE1750222 FP230PL=23.0 IN.TEE TOFIELD MOUNTED COLLAR2 FP245PL=21.25 IN.2 FP245PL=21.25 IN.2 FP260PL=20.5 IN. Fryer - Full/Split Vat without Dripboard - 16" Fuel Type: Gas Dim: 16" L X 30" W X 36" H Hazard Dim: 14" L X 15" W X 36" H Range - 4 or more burners Fuel Type: Gas Dim: 36" L X 30" W X 36" H Hazard Dim: 36" L X 24" W X 36" H Griddle Fuel Type: Gas Dim: 48" L X 30" W X 36" HMARK: KEH-1 - SECTION 1ELEVATION VIEWMARK: KEH-1 - SECTION 1PLAN VIEWFIRE (PIPING/DROPS/NOZZLES/ETC.)SUBJECT TO CHANGE. AS-BUILTDRAWINGS CAN BE PROVIDED ATTIME OF ORDER AND INCLUDEDWITH PRODUCT SHIPMENT1 FP1N1 FP1NGKC ANSUL R102 RELEASE OEMTANKTANK PL=1.5PL=1.5PL=1.5PL=12.75PL=6.5 14.118.418.010.682.9PL=10.32.75PL=17.3 PL=16.9PL=9.5PL=9.8PL=68.12.756.01.51.535.0144.03.31324.048.03.04.383427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.5FIRE SUPPRESSION SYSTEM IS A DEFERREDSUBMITTAL. SYSTEM SHOWN HERE FORREFERENCE ONLY.1 MARKCONTROL INFORMATIONMODELLOCATIONUSER INTERFACELOCATIONELECTRICAL CONTROL PACKAGETYPEFANS CONTROLLEDZONECFMFAN #TYPEFANFAN MARKMOTOR VOLTCYCLEMOTOR STARTER IN PANELVFD IN PANELMOTOR PHASEMOTOR HPFULL COLORTOUCHSCREENHOOD – FACE MOUNT RIGHT ENDOF KEH-1 SECTION 1GKC-CV-S-11-1-1-0 RIGHT CABINET ON KEH-1KEH CONTROLS123701 EXHAUSTE1KEF-111560NONO10.75120702 SUPPLYS1MUA-111560NONO10.75CONTROL FEATURESHOOD LIGHT CONTROLTEMP SENSORS (FACTORY INSTALLED) - QTY. 1DRY FIRE CONTACTS - QTY. 1LIGHTS OFF DURING FIREEXHAUST MAX DURING FIRESUPPLY OFF DURING FIREMOTOR STARTER/VFD INPUT/OUTPUT WIRINGNOTESWIRE COLOR CODELEGENDMAIN BOARD(MB)MAIN BOARD(MB) CONTINUEDWIRING DIAGRAM CODE:JOB NAME:HIGH ST HEADQUATERSMODEL:GKC-CV-S-11-1-1-0MARK:KEH CONTROLSSERIAL NUMBER:PRG VERSION: V4MAIN HARNESS WIRINGGREENHECKBUILDING VALUE IN AIR.DETAILSJ16RJ45 JACK(TO VFDS)NOTUSEDJ17RJ45 JACK(TO HCBS)J18RJ45 JACK(TO CELL)NOTUSEDNOTUSEDJ19FACTORY WIRED IF MOUNTED IN SAMEUTILITY CABINET NEXT TO FIRE SYSTEM(REMOVE JUMPER AND WIRE TOCOMMON AND N.C. ON FSS)18GA RDFS-CFS-NCFAN CONTROL HARNESSESBK BLACK BL BLUE BR BROWNGY GRAY LT BL LIGHT BLUE O ORANGEPK PINK PR PURPLE RD REDW WHITE Y YELLOW GR GREENOR / WH ORANGE WITH WHITE STRIPEGR / WH GREEN WITH WHITE STRIPEBK / RD BLACK WITH RED STRIPETR TRANSFORMERCN CONTACTOROL OVERLOADR RELAY (24VAC, DPDT)GND GROUNDCS CURRENT SWITCHDB DISTRIBUTION BLOCKDS DISCONNECT SWITCHFSC FIRE SYSTEM CONTACTFSS FIRE SYSTEM SWITCHC COMMONNO NORMALLY OPENNC NORMALLY CLOSEDLPS LOW PRESSURE SWITCHUI USER INTERFACEMB MAIN BOARDVFD VARIABLE FREQUENCY DRIVEDP DETERGENT PUMPCF CABINET FANDS DETERGENT FLOAT SWITCHHRNSS HARNESSL LIGHTH HOTN NEUTRALHCB HOOD CONTROL BOARDM MOTORMOD MODULATING VALVEJ JACK / CONNECTORSTB SHUNT TRIP BREAKERSW SWITCHWDSN#EXHAUST FANSSUPPLY FANSCONTROLLED HOOD SECTIONSMB HOOD TEMP SENSORSMB ROOM SENSORVFDSMOTOR STARTERSSDRSDR NOTES:1111000ENCLOSURE: 12 X 20 X 6MOUNTING LOCATION: RIGHT CABINET ON KEH-1CAUTIONATTENTIONUNIT MUST BE GROUNDED IN ACCORDANCEWITH N.E.C. POWER MUST BE OFF WHILESERVICING.L’APPAREIL DOIT ÊTRE MIS À LA TERRECONFORMÉMENT AU CODE C.E.L’ALIMENTATION DOIT ÊTRE COUPÉEDURANT L’ENTRETIEN.THESE DRAWINGS SHALL NOT BE REMOVED FROMTHIS EQUIPMENT. USE COPPER CONDUCTORSRATED TO 90°C UNLESS SPECIFIED. TORQUECONTROL & GROUND BLOCKS TO 8 LBS. IN. TORQUEPOWER LUGS/SCREWS TO COMPONENT RATINGSLISTED. TORQUE CONTROL BOARD SCREWTERMINALS TO 3.5 LBS. IN. SEE IOM FOR ADDITIONALINFORMATION, OR CALL FACTORY AT 1-800-371-6858.NE PAS RETIRER CES DESSINS DE CETÉQUIPEMENT. SAUF INDICATION CONTRAIRE,UTILISER DES CONDUCTEURS EN CUIVRE CLASSÉS90 °C. SERRER LES BORNES DE COMMANDE ET DEMISE À LA TERRE À 8 LB-PO. SERRER LESCOSSES/VIS D’ALIMENTATION AUX COUPLESINDIQUÉS POUR LE COMPOSANT. SERRER LESBORNES À VIS DE LA CARTE DE COMMANDE À3,5 LB-PO. POUR PLUS D’INFORMATION, CONSULTERLE MANUEL OU APPELER 1-800-371-6858.FIELD WIRED (CÂBLÉ LOCALEMENT)FACTORY WIRED (CÂBLÉ À L’USINE)REMARQUESWIRE TO TEMPSENSORON HOODHOOD MARK:KEH-1 SECTION 1TS-1ATS-1BRD 22GABK 22GAJ15RJ45 JACK(TO MB-UI)MAIN BOARD USER INTERFACE(MB-UI) RJ45 JACKMOUNTING LOCATION:KEH-1 SECTION 150 FTCAT5CABLE:386461J1HRNSS:38694812345NO1BK 14GABK 14GABK 14GANC1C1DRY FIRECONTACTS12J2HRNSS:386950H1LTS-HBK 14GABK 14GALTS-NN1W 14GAGNDLLBKBK WWFACTORY TO WIRE HOODLIGHTS IF CONTROLSMOUNTED IN HOOD CABINET110-120VAC1200W MAXLTS-H = HOTLTS-N = NEUTRAL12J3HRNSS:386951BL 16GAY 16GA324HBL 24VACW BK RD O BK/RD 24CY N1H1GND110-120V/50-60HZ/1PHCONTROL/LIGHT POWERH1 = LINEN1 = NEUTRALGND = GROUNDTR175VAGN 16GADO NOTGROUND24VACCOMMON!32J7HRNSS:3869546514E1-S+O 16GAE1-S-BR 16GA0-10VDC +0-10VDC COM32J8HRNSS:3869546514S1-S+O 16GAS1-S-BR 16GA0-10VDC +0-10VDC COMPOWER WIRING FOR FANEXHAUST E1DOES NOT HAVE TO BE ROUTEDTHROUGH CONTROL PANEL.MARK:KEF-1POWER WIRING FOR FANSUPPLY S1DOES NOT HAVE TO BE ROUTEDTHROUGH CONTROL PANEL.MARK:MUA-1POWER WIRING FOR KITCHEN CONTROLS43BMCOMMERCIAL APPLIANCE OUTLET CENTERELECTRICAL RATINGS: 110-240V,1PHASE, 50-60HZ,15ABASE FILE #E200616, ML FILE #E313951SHUNT TRIP(BY OTHERS)WIRING EXAMPLE:C1NO1COMMONNORMALLY OPENAPPLIANCE CONTACTORS(BY OTHERS)WIRING EXAMPLE:HOTNEUTRALSHUNT TRIPBREAKER COILC1NC1COMMONNORMALLY CLOSEDHOTNEUTRALAPPLIANCECONTACTOR COIL*FIRE SYSTEM DRY CONTACT WIRING EXAMPLESMAINCONTROL PANELCONTROL WIRING FOR KITCHEN CONTROLSMB(MAIN BOARD)JOB NAME:HIGH ST HEADQUATERSMODEL:SERIAL NUMBER:CAUTION(WIRING TO BE DONE BY ELECTRICIAN)(WIRING TO BE DONE BY ELECTRICIAN, IF NO CONTROLS CONTRACTOR.USE 18-22GA WIRE UNLESS SPECIFIED.)MAINCONTROL PANEL(CONTINUED)GKC-CV-S-11-1-1-0GREENHECKBUILDING VALUE IN AIR.THESE DRAWINGS SHALL NOT BE REMOVED FROMTHIS EQUIPMENT. USE COPPER CONDUCTORSRATED TO 90°C UNLESS SPECIFIED. TORQUECONTROL & GROUND BLOCKS TO 8 LBS. IN. TORQUEPOWER LUGS/SCREWS TO COMPONENT RATINGSLISTED. TORQUE CONTROL BOARD SCREWTERMINALS TO 3.5 LBS. IN. FIELD CONTROL WIRINGRESISTANCE SHOULD NOT EXCEED 0.75 OHM. SEEIOM FOR ADDITIONAL INFORMATION, OR CALLFACTORY AT 1-800-371-6858.FS-CFS-NCCNCNOFIRE SUPPRESSIONSWITCH(REMOVE JUMPER IF USED)**DI-1ADI-1BDI-2ADI-2BOPTIONALDIGITAL IN 1FANS ON/OFF(DEFAULT)CNOOPTIONALDIGITAL IN 2LIGHTS ON/OFF(DEFAULT)CNOWILL BEFACTORYWIRED IFMOUNTEDNEXT TOFIRE SYSTEM**WHEN FIRE SYSTEM ISARMED, FS-C TO FS-NCSHOULD HAVE CONTINUITYWIRING DIAGRAM CODE: MARK:KEH CONTROLSWDSN#ATTENTIONUNIT MUST BE GROUNDED IN ACCORDANCEWITH N.E.C. POWER MUST BE OFF WHILESERVICING.L’APPAREIL DOIT ÊTRE MIS À LA TERRECONFORMÉMENT AU CODE C.E. L’ALIMENTATIONDOIT ÊTRE COUPÉE DURANT L’ENTRETIEN.NE PAS RETIRER CES DESSINS DE CETÉQUIPEMENT. SAUF INDICATION CONTRAIRE,UTILISER DES CONDUCTEURS EN CUIVRE CLASSÉS90 °C. SERRER LES BORNES DE COMMANDE ET DEMISE À LA TERRE À 8 LB-PO. SERRER LESCOSSES/VIS D’ALIMENTATION AUX COUPLESINDIQUÉS POUR LE COMPOSANT. SERRER LESBORNES À VIS DE LA CARTE DE COMMANDEÀ 3,5 LB-PO. LA RÉSISTANCE DU CÂBLAGE DECOMMANDE LOCAL NE DOIT PAS DÉPASSER0,75 OHM. POUR PLUS D’INFORMATION, CONSULTERLE MANUEL OU APPELER 1-800-371-6858PRG VERSION: V4FIELD WIRED (CÂBLÉ LOCALEMENT)FACTORY WIRED (CÂBLÉ À L’USINE)DO NOT USE CONTACTSFOR PROVIDING SIGNALSTO BUILDING FIREALARM. DRY CONTACTSSWITCH STATE DURINGPOWER LOSS TO PANEL.POWER WIRING FROM BREAKERPANEL DIRECT TO FANSBUILDINGBREAKER PANEL(WIRING TO BE DONE BY ELECTRICIAN)BUILDINGBREAKER PANELMAINCONTROL PANELH1N1GNDHOTNEUTRALGROUNDLTS-HLTS-NGNDLLBLACKWHITEGREENC1NO1NC1COMMONNORMALLY OPENNORMALLY CLOSEDFIRE SYSTEMDRYCONTACT 1*UPON FIREOR NO POWER TO PANEL:C TO NO WILL CLOSEC TO NC WILL OPEN110V-120V / 1PHPOWER FORCONTROLS /LIGHTS(NON SHUNTED15A BREAKER)HOODLIGHTS115VAC1200W MAXE1-S+E1-S-0-10VDC +0-10VDC -FAN SPEED0-10VDC OUTVARI-GREENMOTOR(ECM)REDWHITEEXHAUST E1MARK: KEF-1S1-S+S1-S-0-10VDC +0-10VDC -FAN SPEED0-10VDC OUTVARI-GREENMOTOR(ECM)REDWHITESUPPLY S1MARK: MUA-1115V / 1PHPOWER FOR E1MCA: 11.00MOP: 15LINE 1GROUNDEXHAUST E1115V / 1PHM0.75 HP8.8 FLAMARK:KEF-1DS1NEUTRAL115V / 1PHPOWER FOR S1MCA: 11.00MOP: 15LINE 1GROUNDSUPPLY S1115V / 1PHM0.75 HP8.8 FLAMARK:MUA-1DS1NEUTRALTS-1ATS-1BHOOD 1TEMP SENSORHOOD MARK:KEH-1 SECTION 13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Lead.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2KITCHEN HOODDETAILSM0.6 (E) COLD STORAGE(N) HALL(E) UTILITY CLOSET(E) BATH(E) BATH(E) BEER TASTING(E) BATH(N) STORAGEFC-1A1309 SQ. FT.FC-1B1316 SQ. FT.FC-21454 SQ. FT.(E) BEER TASTING(E) HALL(N) CLOSET(N) FOOD PREP(N) FOOD PREP3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2ZONING PLANM1.0ZONING PLANSCALE: 1/8" = 1'-0" EF2EF1(E)EF(E)EF(E)EFKEH1CC18Ø18ØMUA112ØEF-2S|FC1BFC-1ATFC-1BTR1180030x246Ø6Ø UTR18Ø DNW/ VD12Ø12Ø12Ø14x14 UP TOKEF-1 ABVS260024x12(TYP OF 3)S245018x8TYP. OF 4FC1A18Ø DNW/ VDCFC2S13009x9(TYP OF 5)18Ø1312Ø DN W/ VD18Ø16Ø14Ø12Ø18Ø10Ø10Ø16Ø12Ø10Ø10Ø210Ø DNW/ VD2124x1420Ø DNS370022x2218x10R1180030x2414Ø14Ø14Ø DN14ØR1140022x226Ø UTRMUA212Ø20Ø22ØS330010x1014Ø DNW/ VD10Ø118Ø24x1224x12TYPE II HOOD,REFER TO ARCHPSKEH-14(E) COLD STORAGE(N) HALL(E) UTILITY CLOSET(E) BATH(E) BATH(E) BEER TASTING(E) BATH(N) STORAGE(E) BEER TASTING(E) HALL(N) FOOD PREP(N) FOOD PREP(N) CLOSETATTIC ACCESS, REFER TOARCHITECTURAL.28x36 DN FRM IH-1 ABV10Ø12x12 UP TOKEF-2 ABV10Ø14Ø523427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2OVERALL FLOORPLANM1.1OVERALL FLOOR PLANSCALE: 1/8" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYCONTRACTOR-FABRICATED FILTER BOX WITH 2" MERV-13 FILTER. SIZEFILTER FOR A MAX INITIAL PRESSURE DROP OF 0.15" WC.TYPICAL VOLUME DAMPER, REFER TO DETAIL 1/M0.3.GREASE DUCT FROM THE ATTACHMENT AT THE TYPE I HOOD TO THEATTACHMENT AT THE FAN SHALL BE 16 GAUGE, CONTINUOUSLY WELDEDLIQUID TYPE AND WRAPPED WITH (2) LAYERS OF 3M FIRE BARRIER DUCTWRAP 615+. 3M FIRE BARRIER DUCT WRAP 615+ PROVIDES ZEROCLEARANCE TO COMBUSTIBLES AND 1 HOUR FIRE RESISTANT RATED SHAFTENCLOSURE PER ASTM E 2236, UL 9069 AND CSFM LISTING NO.2440-0941:112. INSTALL IN STRICT ACCORDANCE WITH THEMANUFACTURERS INSTALLATION INSTRUCTIONS.KEH-1 FIRE SUPPRESSION SYSTEM MANUAL PULL STATION MOUNTEDBETWEEN 42" AND 48" ABOVE FINISHED FLOOR. PROVIDE SIGN TO IDENTIFYTHE HAZARD PROTECTED. MANUAL ACTIVATION FORCE SHALL NOT EXCEEDFORTY POUNDS OF FORCE. PULL MOVEMENT NOT TO EXCEED 14" TOACTIVATE THE FIRE SUPPRESSION SYSTEM.EQUIPMENT IS PART OF A DEFERRED SUBMITTAL. REFER TO SHEET M0.1.HVAC GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1VERIFY FINAL THERMOSTAT LOCATIONS WITH OWNER PRIOR TO INSTALLATION.IF OWNER INTENDS TO CHANGE LOCATION OF THERMOSTAT, CONTACTENGINEER OF RECORD PRIOR TO FINALIZING LOCATION.2PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS TO AIR OUTLETS /INLETS. VOLUME DAMPERS ABOVE HARD LID CEILINGS TO BE CABLE OPERATEDUNLESS NOTED OTHERWISE. CABLE TO BE ACCESSED THRU THE FACE OFGRILLE. AFTER BALANCING TUCK CABLE INTO DIFFUSER SO THAT IT IS NOTVISIBLE.#(GREASE DUCT)EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEMS SHALLBE 10 FEET FROM PROPERTY LINE; 5 FEET FROM EXTERIOR ROOF/WALL; 10 FEETFROM OPENING INTO THE BUILDING; 10 FEET ABOVE GRADE.1ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROMTHE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTINGITEMS MAY NOT BE ACCURATE.12345KITCHEN AIRBALANCE SUMMARYEXHAUSTMAKE-UPTAG CFM TAG CFM23702070700700400TOTALEXHAUST3070TOTALMAKE-UP3170AIR BALANCE100POSITIVENOTE:VALUE GIVEN FOR FC-2 IS THEDIFFERENCE BETWEEN THE VOLUME OFSUPPLY AIR AND RETURN AIR OR THENET POSITIVE AMOUNT OF AIR SUPPLIEDTO THE KITCHEN.KEF1MUA1KEF2MUA2FC22 HPC2HPC1AKEF1KEF2IH1HPC1BROOF CAPCCC10FT INTAKE HOODCLEARANCE1123427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\dschmidt778e\appdata\local\temp\AcPublish_38760\High St Roberto Mechanical Plan.dwg DSchmidt778E Aug 18,2025-12:13pm 07.24.25REV-108.18.25REV-2ROOF PLANM1.2ROOF PLANSCALE: 1/8" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYEQUIPMENT IS PART OF A DEFERRED SUBMITTAL. REFER TO SHEET M0.1.HVAC GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1(GREASE DUCT)EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEMS SHALLBE 10 FEET FROM PROPERTY LINE; 5 FEET FROM EXTERIOR ROOF/WALL; 10 FEETFROM OPENING INTO THE BUILDING; 10 FEET ABOVE GRADE.2ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROMTHE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTINGITEMS MAY NOT BE ACCURATE.12 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.0SHEET INDEXSHEET NUMBERSHEET TITLET24.0ENERGY COMPLIANCE DOCUMENTATIONT24.1ENERGY COMPLIANCE DOCUMENTATIONT24.2ENERGY COMPLIANCE DOCUMENTATIONPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMENERGY COMPLIANCE JORGE BRAVO805.540.3363 EXT 313JBRAVO@3CENG.COM 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.1 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\jbravoangeles778e\appdata\local\temp\AcPublish_54128\High St Roberto T24.dwg JBravoAngeles778E Jul 24,2025-4:26pm 07.24.25REV-1ENERGYCOMPLIANCEDOCUMENTATIONT24.2 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2GENERALP0.0PLUMBING GENERAL NOTES1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS(CCR)2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCRREPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED.2NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS ANDAPPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES.3LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETSDESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCEEFFICIENCY STANDARDS.4COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURESAND DRAINS.5PROVIDE ALL TAILPIECES, TRAPS, STOPS, AND SUPPLY PIPES TO LAVATORIES DESIGNED ASACCESSIBLE, WITH PREFORMED INSULATION JACKET.6COORDINATE AND SCHEDULE TIMING FOR ALL UTILITY SERVICE CONNECTIONS.7ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS.8ALL VENTS THRU ROOF SHALL BE MINIMUM OF 36 INCHES ABOVE ANY MECHANICAL VENTILATION AIRINTAKE WITHIN 10 FEET. PROVIDE VANDAL PROOF HOODS ON ALL VENTS THROUGH ROOF.9CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS,FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL SAW CUTTING AND COREDRILLING WITH STRUCTURAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURALELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTSATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION ANDSIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERSAPPROVAL.10COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS WITHSTRUCTURAL DRAWING PRIOR TO WORK.11COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TOINSULATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FORMAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN,CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIORTO INSTALLATION.12ANY STRUCTURAL FIREPROOFING DAMAGED DURING INSTALLATION OF PLUMBING EQUIPMENT, PIPING,ETC. SHALL BE REPAIRED AT NO COST TO THE OWNER. REPAIRS SHALL BE AS DIRECTED BY THEARCHITECT.13ALL PIPING PASSING THROUGH CONCRETE/MASONRY WALLS AND FLOORS ARE TO BE SLEEVED.14NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE PER 2022 CPC609.10. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, INCASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING:A) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARSAT THE POINTS OF OUTLET.B) THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAININGNOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BEVALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OF PART THEREOF SHALL BEFILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION OFCHLORINE AND ALLOWED TO STAND FOR 3 HOURS.C) FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLEWATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEEDTHE CHLORINE RESIDUAL IN THE FLUSHING WATER.D) THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADEBY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM.PLUMBING TITLE 24 NOTES1PROVIDE WATER HEATERS CERTIFIED IN COMPLIANCE WITH CALIFORNIA ENERGY APPLIANCEEFFICIENCY STANDARDS.2PROVIDE DOMESTIC HOT WATER PIPING INSULATION IN ACCORDANCE WITH THE CALIFORNIA ENERGYEFFICIENCY STANDARDS.PLUMBING LEGENDSYMBOLABBREVIATIONDESCRIPTIONBACK FLOW PREVENTORBALL VALVEBFVBUTTERFLY VALVECAPCHECKVALVECP CIRCULATION PUMPCOTG CLEAN OUT TO GRADEØDIA DIAMETERɸELECTRICAL PHASEFCO FLOOR CLEAN OUTGM GAS METERHB HOSE BIBBPIPE REDUCERRECESSED HOSE BIBBSHUT OFF VALVE IN PIPE DROP OR PIPE RISERT&P TEMPERATURE AND PRESSURE RELIEF VALVETPV TRAP PRIMER VALVEUNIONPIPE DOWNPIPE UPPIPE TEE DOWNPIPE INTERSECTIONPLUG VALVE ELEVATION VIEWPV PLUG VALVE PLAN VIEWPOC OR POD POINT OF CONNECTION OR POINT OF DISCONNECTPRV PRESSURE REDUCING OR REGULATOR VALVEREDUCED PRESSURE BACK FLOW PREVENTORSV SOLENOID VALVEWM WATER METERWCO WALL CLEANOUTCO CLEANOUTWHA WATER HAMMER ARRESTORCW COLD WATERCD CONDENSATE DRAINGGAS (NATURAL)GW GREASE WASTEHW HOT WATERHWR HOT WATER RETURNV SANITARY VENTTP TRAP PRIMER WATER SUPPLYS/WWASTE (ABOVE GRADE)S/WWASTE (BELOW GRADE)S/W EXISTING WASTEAPACCESS PANEL. SIZE GIVEN INDICATES MINIMUM SIZEREQUIREDGMWMWCOCDGGWTPTP22x30 MIN APPLUMBING ABBREVIATIONSABV ABOVEGPM GALLONS PER MINUTEADA AMERICANS WITH DISABILITIES ACT GW GREASE WASTEAFF ABOVE FINISHED FLOORHP HORSE POWERAG ABOVE GRADEHW HOT WATERAHJAUTHORITY HAVING JURISDICTIONI.E. INVERT ELEVATIONALUM ALUMINUMIN/H INCHES PER HOURAMP AMPERAGEIWC INCHES OF WATER COLUMNAP ACCESS PANELKW KILOWATTSARCHARCHITECT, ARCHITECTURALLAV LAVATORYBEL BELOWLBS POUNDSBF BELOW FLOORMAXMAXIMUMBG BELOW GRADEMBH 1000 BRITISH THERMAL UNITS PER HOURBFP BACKFLOW PREVENTORMCA MINIMUM CIRCUIT AMPSBLDG BUILDINGMECH MECHANICALBOD BASIS OF DESIGNMFGR MANUFACTURE OR MANUFACTURERBTUHBRITISH THERMAL UNIT PER HOURMINMINIMUMCA COMBUSTION AIR(N)NEWCD CONDENSATE DRAINNPS NOMINAL PIPE SIZECFH CUBIC FEET PER HOURNTS NOT TO SCALECI CAST IRONPH PHASECONN CONNECTIONPSIPOUNDS PER SQUARE INCHCONT CONTINUATIONPW PROCESS WASTECP CHROME PLATEDRM ROOMCPC CALIFORNIA PLUMBING CODERPM REVOLUTIONS PER MINUTECOTG CLEAN OUT THROUGH GRADESDL STORM DRAIN LEADERCW COLD WATERSDO STORM DRAIN OVERFLOWDFUDRAINAGE FIXTURE UNITSSOV SHUT OFF VALVEDN DOWNSS STAINLESS STEELDSA DIVISION OF THE STATE ARCHITECT TEMPTEMPORARY, TEMPERATURE(E)EXISTINGTYP TYPICALEC EVAPORATIVE COOLERUON UNLESS OTHERWISE NOTEDEFF EFFICIENCYUTRUP TO OR UP THROUGH ROOFELEC ELECTRICALV VENTEQPT EQUIPMENTVAC VACUUMFCO FLOOR CLEAN OUTVEX VEHICLE EXHAUST SYSTEMFFE FINISH FLOOR ELEVATIONVTR VENT THROUGH ROOFFLA FULL LOAD AMPSW WASTEFLR FLOORWC WATER CLOSETFPS FEET PER SECONDWCO WALL CLEAN OUTFR FROMWHA WATER HAMMER ARRESTORFT FLUSH TANKWSFU WATER SUPPLY FIXTURE UNITFV FLUSH VALVEWT WEIGHT EXPRESSED IN POUNDSGA GAGE OR GAUGEW/ WITHGPC GALLONS PER CYCLEW/O WITHOUTGPF GALLONS PER FLUSHPROJECT TEAM LISTTITLENAMEDESK NUMBEREMAIL ADDRESSPRINCIPAL IN CHARGE BRIAN STARRETT805.540.5358BSTARRETT@3CENG.COMPROJECT MANAGER DENVER STANGER805.540.5388DSTANGER@3CENG.COMMECHANICAL DESIGNER DREW SCHMIDT805.540.3363 EXT 310DSCHMIDT@3CENG.COMPLUMBING DESIGNERELI FERMAN805.540.3363 EXT 309EFERMAN@3CENG.COMPLUMBING CAL GREEN NOTES1LAVATORY FAUCETS IN PUBLIC USE RESTROOMS (NOT INCLUDING SLEEPING ROOM UNITS) SHALL BETHE SELF CLOSING TYPE.2LAVATORY FAUCETS: 0.5 GPM MAX.3LAVATORY FAUCETS; METERED: 0.2 GPC MAX.4SINK FAUCETS: 1.5 GPM MAX.5COMMERCIAL FOOD SERVICE PRE-RINSE SPRAY VALVE: 1.28 GPM MAX.6TOILETS: ULTRA LOW FLUSH TYPE (1.28 GPF MAX).7URINALS; WALL MOUTNED: 0.125 GPF.8SHOWERHEADS (INCLUDING MULTIPLE SHOWERHEADS SERVING A SINGLE SHOWER AND HAND-HELDSHOWERS) SHALL NOT EXCEED 1.5 GPM.COMMERCIAL PLUMBING FIXTURE SCHEDULETAGFIXTUREBRANCH SIZEREMARKSW V CW HW ELECTRICALFD-1FLOOR DRAIN 2"1-1/2"NA NA NAJAY R. SMITH 2005Y OR APPROVED EQUAL. PROVIDE WITH HEEL PROOF STRAINER,VANDAL PROOF SCREWS AND ROUND TOP UNLESS SPECIFIED OTHERWISE.FS-1FLOOR SINK2"1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.FS-2FLOOR SINK3" 1-1/2"NA NA NAJAY R. SMITH SANI-CEPTOR 3002, 6" DEPTH WITH DOME STRAINER, OR APPROVEDEQUAL, PROVIDE WITH HALF GRATE.GI-1GREASE INTERCEPTOR 4"3"NA NA NASCHIER GB-500, 95-1/4X46X49-1/2, 500 GALLON, HYDRO-MECHANICAL.HB-1HOSE BIBBNA NA3/4"NA NARECESSED IN BOX, PROVIDE WITH VACUUM BREAKER AND LOOSE TEE KEY.GENERAL NOTES APPLICABLE TO ALL FIXTURES:A. BRANCH PIPE SIZES TO INDIVIDUAL FIXTURES SHALL BE AS SCHEDULED UNLESS OTHERWISE SPECIFIED.B. FIXTURES SCHEDULED AS ACCESSIBLE SHALL BE INSTALLED PER ACCESSIBLE FACILITIES REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS.C. UNLESS OTHERWISE NOTED, COORDINATE SINK FAUCET MOUNTING HOLES WITH THE SPECIFIED FAUCET. FAUCETS SHALL BE CENTERED OVER THE BOWL. SINKSSHALL NOT BE PROVIDED WITH SPARE MOUNTING HOLES THAT ARE NOT COVERED BY THE FAUCET.D. MANUAL FLUSH VALVES SHALL BE INSTALLED WITH THE HANDLE ON THE WIDE SIDE OF THE WATER CLOSET.LOW PRESSURENATURAL GAS SIZINGSYSTEMQUANTITYCFH TOTAL CFHGRIDDLE12525HOT PLATE12525FRYER1120120WATERHEATER2199398TOTAL568FUEL TYPENATURAL GASDISTANCE FROM REGULATOR TOFURTHEST APPLIANCE (FT)130INLET PRESSURE (PSI)< 2PRESSURE DROP (IN. W.C.)0.5PIPE SIZE REQUIRED (INCHES)2(E)PIPE SIZE PROVIDED (INCHES)2SIZED IN ACCORDANCE WITH 2022 CPC TABLE 1215.2(1)NOTES:1. CONNECT TO INDIVIDUAL UNITS PER MANUFACTURER SIZING RECOMMENDATIONS.2. EACH CONNECTION TO EQUIPMENT SHALL BE PROVIDED WITH A MINIMUM 6" SEDIMENT TRAP LOCATED IMMEDIATELY AFTER THE SHUT OFF VALVE.FIRSTFLOORGG (E)2"(568)100'HOT PLATE(25 CFH)127' TDL3/4"(50)5'AGAS RISER DIAGRAMSCALE: NOT TO SCALEGGRIDDLE(25 CFH)130' TDL3/4"(25)2'(E)GAS METER568 CFH130' TDLMEZZANINEFRYER(120 CFH)126' TDL3/4"(120)1'3/4"(25)5'INSTANTANEOUS GAS WATER HEATER SCHEDULETAG MAKE MODELFUELEFFICIENCYSET TEMP°FINSTALLATIONLOCATIONELECTRICAL DATAACCESSORIESOPERATINGWEIGHT(LBS)NOTES(SEE BELOW)INSTALLATIONDETAILTYPE CFHPOWERV/ɸ/HZMOCPLOW PROFILESIDEWALLVENT KITOUTDOORVENT KITPLUMB EASYVALVE SETREMOTECONTROLLERINTEGRALCIRC PUMPNEUTRALIZERKITNAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NAVIENNPE-240A2NG199 0.95 120MEZZANINE 120/1/6015NO NO YES YES YES YES8115/P0.1NOTES:1. PROVIDE WITH DURAVENT POLYPRO VERTICAL TERMINATION KIT AND COMBUSTION AIR INTAKE AND FLUE DISCHARGE PIPING.WH1WH23/4"(170)20'GG1-1/4"(180)2'1-1/4"(180)2'WATERHEATER(199 CFH)117' TDL1-1/2"(398)15'WATERHEATER(199 CFH)117' TDLROOFSHEET INDEXSHEET NUMBERSHEET TITLEP0.0GENERALP0.1DETAILSP1.0OVERALL FLOOR PLANP1.1FLOOR PLAN - WASTE & VENTP1.2FLOOR PLAN - WATER & GASP1.3FLOOR PLAN - WASTE & VENTP1.4FLOOR PLAN - WATER & GASP1.5MEZZANINE PLANP1.6ROOF PLAN1-1/2" SOLENOIDSHUT OFF VALVE2"(568)1 3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068\\778-slo\server\Jobs\ENG Projects\High St Headquarters\Engineering\High St Roberto Plumbing Lead.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2DETAILSP0.1NTSCLEANOUT TO GRADE1FINISHED CONCRETE"C.O" CAST IN VANDALRESISTANT SECUREDCOVER. INSTALL FLUSHWITH CONCRETECLEANOUT HOUSING; J.R.SMITH #4262L-UEARTHBRONZE PLUG WITHGASKET SEAL20x5 CONC.RING"Y" BRANCH SIZE AS REQ'D.(AT END OF RUN USE LONGSWEEP 90° ELL)1/8 BENDFINISHED CONCRETE AREASBOLT DOWN CAST IRON LIDMARKED "SEWER" CHRISTY#G05CT. INSTALL FLUSHWITH ASPHALT/LANDSCAPEASPHALT OR EARTHCONCRETE RING AROUNDHOUSINGCLEANOUT HOUSINGTRAFFIC VALVE BOXCHRISTY #G05T BOX12" REINFORCEDCONCRETE EXTENSIONSAS REQ'D CHRISTY#G05X12SEAL AIR TIGHT WITHRUBBER CAP SECURED W/BAND CLAMP"Y" BRANCH, SIZE ASREQUIRED. (AT END OFRUN USE LONG SWEEP 90°ELL)1/8" BENDASPHALT & LANDSCAPED AREAS5"SOIL5"4" MINCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8FINISHED FLOORGASKETED OR NO-HUB JOINT1/8" BENDBRONZE PLUGNTSFLOOR CLEANOUT2WYE BRANCH, USE 1/4 BEND LONG SWEEPAT END OF RUN (SIZE AS REQUIRED)WHEN A BACKWATER VALVE IS INSTALLEDDOWNSTREAM OF CLEANOUT, ENGRAVE"BACKWATER VALVE DOWNSTREAM" ON PLUGSCORIATED SECURE NICKEL BRONZE TOPINSTALL FLUSH WITH FINISHED FLOORCLEANOUTS IN PIPING 2" OR LESS SHALL HAVE A CLEARANCE OF NOT LESSTHAN 18" X 18" IN FRONT OF THE CLEANOUT, CLEANOUTS IN PIPING LARGERTHAN 2" INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24" X 24".CLEANOUTS: CPC TABLE 707.1PIPE SIZECLEANOUT SIZETHREADS(PER INCH)1-1/2" - 2"1-1/2"11-1/22-1/2" - 3"2-1/2"84" & LARGER3-1/2"8ADJUSTABLE CLEANOUT WITH LEVELING ADJUSTMENT,CAST IRON BODY, JR SMITH #4112L OR APPROVED EQUALNTSTRAP PRIMER3FLOOR SINKP-TRAP WITHPRIMER TAPPRESSURE-DROP ACTIVATEDPRIMER VALVEWATTS #TP300S1/2" L SOFT COPPER(SLEEVED)FLOOR DRAINPROVIDE DISTRIBUTION UNITWHEN SERVING MULTIPLEFIXTURES WATTS #TP300-DU12"x12"ACCESSPANEL, FINISH PERSPECIFICATIONS1/2"TYPE 'L' COPPERTAILPIECEFINISHEDFLOORBALL VALVE ACCESSIBLETHROUGH PANELCOLD WATER HEADERMOUNTING HEIGHT 1'-0"PER 20 FT OF TP LENGTHCONNECT TO TOP OF HEADER6" SEDIMENT TRAPHOSE BIBB DRAINCD CD GCDGGWATTS #PLT-5 THERMALEXPANSION TANK SECUREDTO WALL WITH HOLDRITEQUICKSTRAP #QS-U3/4"1"TYPICAL CONNECTIONS:3/4"HW, CW, HWR & GAS1/2" CONDENSATECOMMUNICATIONCABLE (TYP)SECURE WATER HEATERTO WALL TOP & BOTTOMPER MANUFACTURERSINSTRUCTIONSPRESSURE RELIEF VALVE PIPEDINDEPENDENTLY TO FLOORSINK (TYP)TO FIXTURES(SEE PLANS)1"NTSWATER HEATER DETAIL5AIR INTAKE & VENTMANIFOLDS. SIZE PERMANUFACTURER'SINSTRUCTIONS1-1/2"DORMONT "SAFETY-QUICK" VALVEW/QUICK DISCONNECTDORMONT "SWIVEL MAX" SWIVELJOINTDORMONT "BLUE HOSE" CORRUGATEDSTAINLESS STEEL HOSEW/ANTIMICROBIAL PVC COATING-SIZEPER HOSE LENGTH CHARTHOSE LENGTH (MBTUH)SIZE 24"36" 48" 60"72"1/2" 150 120 106 93 873/4"291 256 225 198 1751"582 512 451 397 3501-1/4"1075 946 833 733 645PROVIDE DORMONT "COILRESTRAINING DEVISE" FOR CASTORMOUNTED EQUIPMENTFOR SURFACE MOUNTED PIPE,PROVIDE STAINLESS STEEL "FOODGRADE STRUT" WITH 1" WALLSPACERS & U-BOLTGAS FIREDCOOKINGEQUIPMENTPIPE REDUCER WHEN REQUIREDGAS SUPPLY, SEE PLANS FOR SIZENTSKITCHEN EQUIPMENT GAS CONNECTION6NTSFAN COIL CONDENSATE DRAIN DETAIL 8NOTES:1. CONDENSATE SHALL BE THE LARGER OF THESIZE LISTED IN TABLE FOR CORRESPONDINGTONNAGE OR CONNECTION SIZE LISTED BYMANUFACTURER.2. ALL CONDENSATE PIPING SHALL BE TYPE LCOPPER AND INSULATED WITH 1/2" INSULATIONCEILINGTYPE 'L' COPPER TUBING WITHWROUGHT COPPER FITTINGDIELECTRIC UNIONFANCOILDRAIN LINE SHALL BE MINIMUM SAMESIZE AS CONNECTION ON THE UNIT.VENT SAME SIZE AS DRAINSLOPE TO DRAIN LOCATION.SEE PLANS FOR CONT.TONNAGE DRAIN SIZE0-203/4"21-411"41-901-1/4"FROM TABLE 814.3 OF THE 2022 CPC6"2"4"3" MINWALLESCUTCHEON (TYP.)'P'- TRAPHOSE CLAMP (TYP.)WYE BRANCH TAILPIECESINK OR LAVATORYNTSCONDENSATE TO TAIL PIECE DETAIL 9ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNEOPRENE HOSE SAME SIZEAS CONDENSATE DRAINCONDENSATE DRAIN LINE IN WALLNTSCONCENTRIC TERMINATION10FLUE GAS DISCHARGECOMBUSTION AIR INTAKEROOFING(E) DECKDURA VENT POLYPROVERTICAL CONCENTRICTERMINATION KITDURA VENT POLYPROVENT PIPEFLASHING2X BLOCKING ALLAROUNDCD3/4"CD DRAIN. ROUTETO MOP SINKNTSGREASE INTERCEPTOR DETAIL 4VENTANCHOR KIT2-WAY CLEANOUTTEE TO GRADEFINISHED GRADERISER TO GRADENTSUNIT CONDENSATE DRAIN7AS RECOMMENDEDBY UNIT MFGR. MIN.OF 4"-MAX. OF 8"AS RECOMMENDED BYUNIT MFGR., MIN. OF 3"OPEN VENTROOFSURFACESTAINLESS STEELHOSE CLAMP (TYP)ROOF MOUNTEDCOOLING UNITNEOPRENEHOSE-SAME SIZEAS COND. DRAIN.(TYP OF 2)3/4" COND. LINERUN AS SHOWNON PLANPIPE SUPPORT PERDETAIL 11/P0.1ALL CONDENSATE PIPINGSHALL BE TYPE L COPPERAND INSULATED WITH 1/2"INSULATIONNTS11DURA-BLOK #DBE SERIES. PIPESUPPORT FOR SINGLE PIPE.PIPE, SEE PLANS FOR SIZEROOF STRUCTUREPIPE CLAMPSINGLE PIPE SUPPORT - ROOF11 GWSEE SHEET P1.1 FOR WASTE & VENTSEE P1.2 FOR HOT & COLD WATERSEE SHEET P1.3 FOR WASTE & VENTSEE P1.4 FOR HOT & COLD WATER3"GI-14"4"WIE: -04.62GGG(E)4"W(E)3"G(E)1"CWSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) BATH(N) OFFICE(E) TASTING ROOM(E) HALL(N) KITCHEN(N) KITCHEN(N) CLOSET1P0.1COTG(TYP)13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2OVERALL FLOORPLANP1.0OVERALL FLOOR PLANSCALE: 1/8" = 1'-0"PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.2SLOPE VENT PIPING UP TOWARDS VTR MIN 1%. (E)WC(E)LAVFS-210202211(E)4"W1GW GW GW GW2 GWGWGWGWFFE0.00'GWGWGWFD-1GWGW13"V UP51-1/2"1-1/2"1-1/2"VTR3"4"3(E) BATH(N) OFFICE(N) KITCHEN(N) KITCHEN(N) CLOSET4WCO2"VTR4"4"1-1/2"V UP13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.1PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.0 FOR CONTINUATION.SEE P1.3 FOR CONTINUATION.3/4" CONDENSATE FROM ABOVE DOWN IN WALL. TERMINATE TOCOMPARTMENT SINK. SEE DETAIL 9/P0.1 FOR MORE INFORMATION.3/4" CONDENSATE & T&P DOWN FROM MEZZANINE TO MOP SINK. SEE P1.5FOR CONTINUATION.GREASE INTERCEPTOR VENT. PIPE INDEPENDENTLY FROM ALL OTHERVENT PIPING.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12345KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.2" WASTE & 1-1/2" VENT TO HAND SINK.2" WASTE & 1-1/2" VENT TO ONE COMPARTMENT SINK.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THEFLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.2" WASTE & 1-1/2 VENT TO MOP SINK.10112022 23410202211FS-2GGGGGGG3" (E)G1" (E)CW11G (E)WC(E)LAV21"HW & 1"CW UP TOWATER HEATERS(E) BATH(N) OFFICE(N) KITCHEN(N) KITCHEN(N) CLOSET1"1"3/4"3/4"3/4"3/4"FD-1TPTPTPTPTPTP3427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WATER & GASP1.2KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.0 FOR CONTINUATION.SEE P1.4 FOR CONTINUATION.1" HW & CW UP. 3/4" HWR UP. SEE P1.5 FOR CONTINUATION.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3SEE GAS RISER DIAGRAM ON SHEET P0.0 FOR SIZING, CALCULATIONS ANDEQUIPMENT LOADS.4REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.122PROPOSED FLOOR PLAN - WATER & GASSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (25 CFH).3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (25 CFH).3/4" GAS TO RANGE, PROVIDE WITH GAS COCK (120 CFH).1/2" HOT & COLD WATER TO HAND SINK.3/4" HOT & COLD WATER TO PREP SINK.3/4" HOT & COLD WATER TO 3-COMPARTMENT SINK.3/4" HOT & COLD WATER TO MOP SINK.23410112022 (E)MSK(E)LAV(E)WC(E)LAV(E)WC(E)FS1FFE0.00'2"VTR(E)1-1/2"V(E)1-1/2"VFS-1POCPOC9104313(E)4"WSTORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) TASTING ROOM(E) HALL2333427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WASTE & VENTP1.3KEY NOTESAPPLICABLE TO THIS SHEET ONLYSEE P1.1 FOR CONTINUATION.PROVIDE WITH 1-1/2" WASTE & 1-1/2" VENT TO HAND SINK.ROUTE 1-1/2" VENT TO EXISTING VENT LINES.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3ALL KITCHEN EQUIPMENT DRAINS SHALL BE HARD PIPED TO FLOOR SINKS.PROVIDE AIR GAP AS REQUIRED BY THE HEALTH DEPARTMENT. AIR GAPSSHALL BE EQUAL TO AT LEAST TWICE THE DIAMETER OF THE PIPE OR 1",WHICHEVER DISTANCE IS GREATER. ALL PIPING EXPOSED ON THE WALLSHALL BE SECURED TO WALL AND BE A MINIMUM OF 1" OFF THE WALL WITHSTRUT CHANNEL OR SIMILAR SUPPORT.4SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.5SLOPE VENT PIPING UP TOWARDS VTR MIN 1%.6SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.7ALL ROOMS WITH FLOOR DRAINAGE MUST HAVE FLOORS SLOPED TOWARDDRAIN. SEE ARCHITECTURAL PLANS FOR REQUIRED SLOPE.8PROVIDE CLEANOUTS IN ALL LOCATIONS SHOWN. COORDINATE ALL WALLCLEANOUTS WITH PLUMBING FIXTURES, CASEWORK, AND ARCHITECTURALELEVATIONS. SEE DETAIL 1/P0.1 FOR SIZING AND CLEARANCES REQUIRED.9PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 6" ABOVE THE ROOF,NOR LESS THAN 12" FROM A VERTICAL SURFACE. MAINTAIN 10'-0"CLEARANCE FROM BUILDING AIR INTAKES.10REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.11REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.12COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.13ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.123PROPOSED FLOOR PLAN - WASTE & VENTSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.INSTALL AN INDIRECT DRAIN FROM THE DISH MACHINE TO THE FLOOR SINK.ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBING GENERALNOTE #3.INSTALL AN INDIRECT DRAIN FROM THE HAND SINK TO THE FLOOR SINK.ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBING GENERALNOTE #3.INSTALL AN INDIRECT DRAIN FROM THE 3 COMPARTMENT SINK TO THEFLOOR SINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.INSTALL AN INDIRECT DRAIN FROM THE SODA MACHINE TO THE FLOORSINK. ENSURE AN AIR GAP IS PROVIDED AS SPECIFIED IN PLUMBINGGENERAL NOTE #3.1-1/2" WASTE & 1-1/2" VENT TO BOTTLE FILLER.134910 GGGGGGGG(E)LAV(E)WC(E)MSK(E)FS2(E)LAV(E)WCTPPIPE TO (E)HW & (E)CWAT BASE OF STEAL BEAM91043133STORAGE(E) COLD STORAGE(E) HALL(E) MOP CLOSET(E) BATH(E) BATH(E) TASTING ROOM(E) TASTING ROOM(E) HALL3" (E)G1" (E)CW1"3/4"3/4"3/4"FS-13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2FLOOR PLAN -WATER & GASP1.4KEY NOTESAPPLICABLE TO THIS SHEET ONLYREFER TO CIVIL PLANS FOR CONTINUATION.SEE P1.2 FOR CONTINUATION.ROUTE 3/4" HW & CW TO SINKS UNDER BAR.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES.3SEE GAS RISER DIAGRAM ON SHEET P0.0 FOR SIZING, CALCULATIONS ANDEQUIPMENT LOADS.4REFER TO ARCHITECTURAL PLANS FOR THE LOCATION OF ALL FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS AND ROOF DRAINS. THE ARCHITECTURAL PLANS SHALL TAKEPRECEDENCE.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.123PROPOSED FLOOR PLAN - WATER & GASSCALE: 1/4" = 1'-0"KITCHEN EQUIPMENT NOTESAPPLICABLE TO WASTE & VENT PLAN ONLYNUMBERS CORRESPOND WITH KITCHEN EQUIPMENT PLANS. SEE KITCHENEQUIPMENT PLANS FOR SPECIFICATION AND ADDITIONAL INFORMATION.3/4" HW TO DISHMACHINE.1/2" HW & CW TO HAND SINK.1/2" HW & CW TO 3 COMP SINK.1/2" CW TO BOTTLE FILLER3/4" COLD WATER TO SODA DISPENSER. PROVIDE WITH ASSE 1022 CHECKVALVE 3' FROM CARBONATE PUMP.134910 CDCDCDCDCD CDCD442CDCD13/4"3/4"3/4"53/4"3/4"1"WH1WH243"33"V FR BEL3"V UP1-1/2"V FR BEL1-1/2" V UP43/4"2"V FR BEL2"V UP13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2KEY NOTESAPPLICABLE TO THIS SHEET ONLY3/4" T&P & CONDENSATE DOWN. SEE P1.1 FOR CONTINUATION.1"HW & CW DOWN. 3/4" HWR FROM BELOW. SEE P1.2 FOR CONTINUATION.3/4" CONDENSATE FROM ABOVE, 3/4" CONDENSATE DOWN. SEE P1.1 FORCONTINUATION.3" VENT AND 3" INTAKE UP THROUGH ROOF.ROUTE CONDENSATE & T&P DRAIN TIGHT TO WALL.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING.2SLOPE SANITARY WASTE PIPING MIN 2% IN DIRECTION OF FLOW UNLESSOTHERWISE NOTED.3SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.4REFER TO ARCHITECTURAL SLAB PLAN FOR EXACT LOCATION OF FIXTURES,INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCHDRAINS, ROOF DRAINS, ETC. ARCHITECTURAL PLANS SHALL TAKEPRECEDENTS.5REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.6COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.7ALL EXISTING PIPING/ITEMS SHOWN HAS BEEN COLLECTED FROM BESTAVAILABLE SOURCES. CONTRACTOR SHALL REVIEW PLANS AND EXISTINGCONDITIONS PRIOR TO COMMENCEMENT OF WORK, AS ACCURACY ANDLOCATIONS OF PIPING/ITEMS AND EQUIPMENT MAY NOT BE PRECISE.12345MEZZANINE FLOOR PLANSCALE: 1/4" = 1'-0"MEZZANINE PLANP1.5 3"VTR2"VTR2"VTR1113/4"CD3/4"CD13/4"CD DWN1-1/2"V13427 Roberto Ct TI 3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401 APN / 053-063-019 OWNER / R 'OO%,E &O$7E6 &O8N7R<6,'E /N 6$N /8,6 O%,63O &$ DATEISSUE05.08.25 PERMITBY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTYRIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORKPRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TOANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENTOF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.R E G I STER E D PROFESSIONALENGINEERBRI A NP.STARRETTSTATEOFCALI FOR N IAMECHANICA L EXP. 6/30/26M 34068C:\Users\eferman778e\appdata\local\temp\AcPublish_19916\Unsaved Drawing1.dwg EFerman778E Aug 18,2025-3:26pm 07.24.25REV-108.18.25REV-2KEY NOTESAPPLICABLE TO THIS SHEET ONLY3/4" CONDENSATE FROM ROOF MOUNTED MECHANICAL EQUIPMENT. SEEDETAIL 7/P.01 FOR MORE INFORMATION.3" VENT & 3" INTAKE FROM BELOW.PLUMBING GENERAL NOTESAPPLICABLE TO THIS SHEET ONLY1SLOPE CONDENSATE PIPING MIN 1% IN DIRECTION OF FLOW.2REFER TO MECHANICAL PLANS FOR LOCATIONS OF MECHANICALEQUIPMENT AND DUCTWORK. COORDINATE ALL WORK TO FIT IN AVAILABLESPACE.3COORDINATE PIPE ROUTING WITH LOCATION OF ELECTRICAL AND DATAPANELS. PIPING SHALL NOT BE ROUTED ABOVE THE PANELS.12ROOF PLANSCALE: 1/8" = 1'-0"ROOF PLANP1.6 3427 ROBERTO Ct T.I.ELECTRICAL AND TELECOM FLOOR PLANSheet NumberE-2.0ScaleDateProject NumberSheet Title Project Name and Address Revision/IssueDateThese drawings are instruments of service. The design concepts, details and depictions are the property of Power and Communications Engineering Company. All designs and other information on the drawings are for use in the project described on this title block and shall not be used for any other project or purpose without the expressed written permission of Power and Communications Engineering Company. P ROEFSIASONLR GF ST E I ER D ENGNIERENRE G G OOYRA.EYLTIREELCALCTECAALTTSFOIF NA A RO I Lic. # E14889Exp. 6/30/20253427 ROBERTO Ct., San Luis Obispo, CA Lighting Fixture ScheduleTYPEDESCRIPTIONILLUSTRATIONMOUNTINGLIGHT ENGINEMANUFACTURER/MODELP2P1C1R2R1T1••PANEL120BNOTE:PANEL120ANOTE:PANEL130BNOTE:PANEL130ANOTE:600320031003100310031003Single Line DiagramEMNOTE:25-0045-15-25N/A 3427 ROBERTO Ct T.I.LIGHTING ENERGY FORMSSheet NumberE-T24ScaleDateProject NumberSheet Title Project Name and Address Revision/IssueDateThese drawings are instruments of service. The design concepts, details and depictions are the property of Power and Communications Engineering Company. All designs and other information on the drawings are for use in the project described on this title block and shall not be used for any other project or purpose without the expressed written permission of Power and Communications Engineering Company. P ROEFSIASONLR GF ST E I ER D ENGNIERENRE G G OOYRA.EYLTIREELCALCTECAALTTSFOIF NA A RO I Lic. # E14889Exp. 6/30/20253427 ROBERTO Ct., San Luis Obispo, CA25-0044-30-25N/A BROCKITECTURE.COM 805 / 400 3025 104 S. Main St. Unit B info@brockitecture.com CA Lic C-32384 Templeton, CA 93465 1 of 3 August 18, 2025 Plan Check Review #2 Responses / 3427 Roberto Court, San Luis Obispo, CA APN 053-063-019 Application # BLDG-1157-2025 Contact: Ryan Brockett, Ryan Brockett Architect Inc, ryan@brockitecture.com, 805 / 801 1232 See the following responses and attached documents for the Plan Check Review #1 comments received from the City of San Luis Obispo dated Aug 12, 2025. Revisions to the documents have been indicated with “Delta-2”, dated August 18, 2025. Please call me directly with any questions or issues with the re-submittal. 1. Stamp All Pages. Response: See added stamps and signatures on drawings. 2. Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review your rooftop penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Response: See existing floor plan A2.1, added Keynote #9 showing existing grout filled CMU wall, min 1-hr rated, no new penetrations proposed. See also revised Sheet Legend A2.1 3. When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a non-compliant path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. Ryan Brockett Architect BROCKITECTURE.COM 2 of 3 This code requirement came in 2019 mid cycle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Response: Per 11B-250.1 Exception 4 in alterations to existing parking facilities, separation can be provided by detectable warnings in lieu of raised circulation paths. See updated Keynote 20 & 21/A1.1 showing both detectable warnings & 4” concrete curbs; see also accessible path on T4.1 showing location. 4. Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Response: Per 11B-250.1 Exception 4 in alterations to existing parking facilities, separation can be provided by detectable warnings in lieu of raised circulation paths. See updated Keynote 20 & 21/A1.1. 5. Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Response: See revised floor plan and equipment tag 14/A2.4 as “future equipment”, also added as a “Deferred Submittal” on T1.0. See also updated mechanical sheet M0.1, and Key Note 5 on M1.1. and Key Note 1 on M1.2 6. Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. Response: See updated Plumbing Calcs on Sheet T4.1, with exceptions listed. Per Existing Building Code 1009.1, occupancy increases less than 20%, not requiring additional fixtures provided beyond previously permitted project BLDG- 3651-2019. See updated Plumbing Calcs, exception note, and total of previous permit added to T4.1 7. Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Municipal Code. If you would like to get fixtures exempted then you shall provided documentation back from the utility’s department, they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your grease interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 Response: Email sent to Utility Department per review with Sean McCaffrey on 8/13/25 regarding proposed exemption Ryan Brockett Architect BROCKITECTURE.COM 3 of 3 8. Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhaust are too close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Response: See updated floor plan A2.3, roof plan A2.6 and exterior elevation 3/A3.1 showing compliant fixed ladder for roof access. Comment regarding kitchen exhaust is resolved per review with Sean McCaffrey on 8/13/25; no changes to previous plan required PERMIT CORRECTIONS REPORT (BLDG-1157-2025) FOR CITY OF SAN LUIS OBISPO PARCEL:053-063-019PERMIT ADDRESS:3427 Roberto Ct San Luis Obispo, CA 93401 APPLICATION DATE:05/16/2025 EXPIRATION DATE: SQUARE FEET: 4,705.00 VALUATION:$700,000.00 DESCRIPTION:Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas CONTACTS NAME COMPANY ADDRESS Applicant Ryan Brockett Ryan Brockett Architect Inc.104 S Main St, B Templeton, CA 93465 Owner Randy Coates High St. Market and Deli 368 High St San Luis Obispo, CA 93401 Randy Coates High St. Market and Deli 189 Countryside lane San Luis Obispo, CA 93401 Bldg (C) - Add/Alt REVIEW ITEM STATUS REVIEWER Building v.1 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Needs Resubmit Building Dept. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) Correction: Building Code Compliance - Sean McCaffrey (6/11/25) - Not Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Page 1 of 6City of San Luis ObispoAugust 12, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/12/25) - Not Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (6/13/25) - Not Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Building v.2 Sean McCaffrey Ph: 805-440-6617 email: smccaffrey@slocity.org Needs Resubmit Building Dept. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Stamp all pages. (107 CRC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide clarification. Site plan seems to be showing two separate buildings with a property line between them & so does the GIS map Page 2 of 6City of San Luis ObispoAugust 12, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) I have access to. For this review if these two buildings are separated with (1) fire wall which makes them separated buildings and the PL is a "Airspace" or if this is separated with (2) exterior walls. Please provide F-rating on this wall and if work is to be completed on this wall provide fire details. (705 or706 CBC) If this is a fire wall dividing the building please review you roof top penetration's setback requirements. 2nd Review: Show on plans the required exterior wall f-rating. (705.5 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Are you proposing a separated or non-separated? (508.3 & 508.4 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the keynote #7 / A2.5 of new beams above. Attachments will need to be provide by structural. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Add to the deferred submittal list a fire suppression system for the new type 1 kitchen hood. (508 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide county health sign of. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Kitchen is not considered a F-1 occupancy. This is still considered a A-2. (303.2 CBC) Change this on occupancy calculations and title page. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide portable fire extinguisher. (906 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide battery back up or some other method for the EM lights. (1008 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide illuminated exit signs. (1013 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: 1010.2.9 CBC. Provide panic bars. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: For exit discharge route call out max running / cross slope to the ROW. (1028 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided. The primary accessible path of travel shall include: 1. A primary entrance to the building or facility, 2. Toilet and bathing facilities serving the area, 3. Drinking fountains serving the area, 4. Public telephones serving the area, and 5. Signs. (CBC 11B-202.4) Please pay close attention to 11B-250.1 as you have a a non-complaint path at the moment. Also truncated domes will have to be removed from clear floor space at the door FYI as this is not allowed. Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. (CBC 11B-404.2.4.4) 2nd Review: You are subject to required ADA upgrades and path of travel does not comply with section 11B-250.1 which requires "Physical separation" from pathway to vehicle traffic. Stripping does not provide this for of physical protection. Comment response back stating you are not subject to this requirement as your not doing parking lot work is incorrect. This code requirement came in 2019 mid cylcle amendments and is very difficult to comply with this type of setup. Pedestrian traffic cannot be designed to go up the driveway. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide further information on bottle filling station Note #10/A2.3. Bottle filling stations shall comply with Sections 11B-307 and 11B-309. (CBC 11B-602.10) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: If doors for (e) patron restroom has a closer & latch please provide additional push side clearances. (11B-404.2.4.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide new garage door manufactures paperwork and provide make/model to be used. Doors shall show the meet air leakage requirements. (110.6 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information on the walk in cooler. Attachment details to foundation / installation instructions. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Go through general notes and update from 2019 code refrences to 2022 code cycle. (107 CBC) pages T2.1 / T3.2 / A2.5) 3 locations total. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: At the soft serve ice-cream station note #5 for new lower casework is this a employee only workstation or is this where customers come to order or pick up icecream at? If used for customers please provide a counter height and depict a clear floor space. If only for employee only station please put this on the plans. (11b-203.9 CBC or 11B-226) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Call out min / max reach ranges for soda machine & show clear floor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: deep fat fryer needs protection from open flames via separation distance or guard. (515 cmc) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide information for surface coverings around cooking equipment. (918.5 CMC) Page 3 of 6City of San Luis ObispoAugust 12, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide clear generalized note for all equipment on casters to be attached back to the structure to prevent movement. (918.6 CMC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide further information on the POS serving window located at the kitchen location. Counter shall be ADA complaint. How does this location comply with vehicle separation requirements as this whole are is within a drive aisle. (11B-250.1 CBC) 2nd review: Response does not work as you are required to comply with vehicle separation. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Type 1 hood require for oven #14/A2.4. * This could possibly be open for interpretation & we would have to verify with Fire Marshall if he would allow the type II hood. I currently do not know the purpose of this oven is for bread or grease laden cooking. (508 CMC) 2nd review: Under the cooking equipment you ended up changing this to a type 11 hood which it needs to go back to type 1. Again to get out of a type 1 hood you need to provided documentation that you are exempt. This would include the correct ASTM standard that the equipment was tested to listed within the CMC & and a operational statement that you will fall within those testing parameters shown within the testing documents. Your oven comes with a type 1 kit FYI for this requirement. If going with the type 11 hood fire department shall provided this code exemption to be used. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: New closet space is a common employee route therefor clear floor space is required on each side of the door & turning space. (11B-248.1 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide structural connections for new awning proposed. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Structural calculations are calling out a 10 psf live load when we are designing a a equipment platform. (1607 CBC / 202 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Plumbing calculation show code path for eliminating floor area; not including the outdoor area. Show exemption for only using unisex restrooms. Also you cannot use the kitchen restroom for public use and can only serve the employees. (422 / 422.2 CPC / 1016.2 CBC) 2nd review: you occupant load is increasing above 10% of the threshold listed with the existing building code threshold as you are changing occupancy of spaces i.e. cider production section turning into A-2. Also provide code section that is allowing you not to calculate occupied space like the outdoor space. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide a slab pour back detail for SOG. (107 CBC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Grease line needs to go to all fixtures besides the restroom as utility's department has a new Grease sizing program. Please reach out to the utility's department for further information and good luck. An email stating they are okay with the layout would suffice. Please PDF this documentation for next plan review. (13.08.092 SLOMC) 2nd review: Please review the required fixtures that are to be plumbed to the grease interceptor per the SLO Muncipal Code. If you would like to get fixtures excempted then you shall provided documentation back from the utilitys department they are okay with these fixtures not going to the grease interceptor. SLOMC requires all fixtures besides toilets. Also you need to provide the sizing calculations for your greese interceptor as this is not calculated through the plumbing code anymore. https://www.slocity.org/home/showpublisheddocument/37558/638863562878670000 Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Not Resolved Comments: Provide a rooftop plan of all equipment showing; 1. All equipment 2. Code complaint access. (304.3.1 CMC) 3. setbacks from possible fire wall or PL (705 / 706 CBC) 4. Setback from edge 1015.6 / 1015.7 CBC 5. OA to Exhaust separation. "I see general note but requesting plan view" 2nd review: Provide access that is code complaint to the rooftop equipment. Kitchen exhuast are to close to the intake for the kitchen hood & HPC OA intakes. Provide separation and verify if moved the structural engineer updates their drawings & calculations if required. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide insulation details or notes & energy documents for the unconditioned space going to condition space. (120.7 CENC) Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Verify with EOR type 1 hood is okay to hang from new TJI's & provide a detail as mechanical bolt through webbing would not work on a TJI. You can use the prescriptive method from TJI manufacture if desired. Correction: Building Code Compliance - Sean McCaffrey (7/28/25) - Resolved Comments: Provide your OA calculation. This can be provided as a supporting document. (402 CMC) Fees v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit General - Fees Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Page 4 of 6City of San Luis ObispoAugust 12, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) Comments: #1 Separate permits will be issued for each tenant space. No action required. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #2 Please note the suite numbers on Sheets A2.1, A2.2, A2.3 & A2.4. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #3 Health Department approval will be required prior to building permit issuance. Correction: Administration - Vanessa Nichols (6/16/25) - Not Resolved Comments: #4 Final fees pending other department reviews. No action required. Fees v.2 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Ready for Action General - Fees Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #1 Separate permits will be issued for each tenant space. No action required. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #2 Please note the suite numbers on Sheets A2.1, A2.2, A2.3 & A2.4. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #3 Health Department approval will be required prior to building permit issuance. Correction: Administration - Vanessa Nichols (7/28/25) - Resolved Comments: #4 Final fees pending other department reviews. No action required. Fire (True North) v.1 Jesica Miner email: jesicam@slocity.org Ready for Action Fire Consultant Planning v.1 Eva Wynn email: ewynn@slocity.org Needs Resubmit General - Planning Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 1.Contact: Eva Wynn, ewynn@slocity.org 805-781-7172 Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 2.The tenant intends to operate a Type 23 license – Small Beer Manufacturer. To remain consistent with the Use Permit (USE-3598- 2016), please indicate which areas will be used for beer manufacturing and remove “(no beer production)” from the project description. Correction: Planning and Zoning Compliance - Eva Wynn (6/25/25) - Not Resolved Comments: 3.Parking: Clarify the parking requirements for the tenant spaces outside the scope of this project. Include areas designated for beer production in parking calculations. Planning v.2 Eva Wynn email: ewynn@slocity.org Ready for Action General - Planning Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 1.Contact: Eva Wynn, ewynn@slocity.org 805-781-7172 Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 2.The tenant intends to operate a Type 23 license – Small Beer Manufacturer. To remain consistent with the Use Permit (USE-3598- 2016), please indicate which areas will be used for beer manufacturing and remove “(no beer production)” from the project description. Correction: Planning and Zoning Compliance - Eva Wynn (7/28/25) - Resolved Comments: 3.Parking: Clarify the parking requirements for the tenant spaces outside the scope of this project. Include areas designated for beer production in parking calculations. Private Sewer Lateral v.1 Needs Resubmit Private Sewer Lateral Inspection requirements (per Muni Code section 13.08.395) Private Sewer Lateral v.2 Ready for Action Private Sewer Lateral Inspection requirements (per Muni Code section 13.08.395) Public Works Permit Review v.1 Matt LaFreniere email: mlafreni@slocity.org Not Required General - Public Works Recycling v.1 Rachelle Paris email: rparis@slocity.org Needs Resubmit General - Recycling Correction: Recycling - Rachelle Paris (5/20/25) - Not Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org Recycling v.2 Rachelle Paris email: rparis@slocity.org Ready for Action General - Recycling Correction: Recycling - Rachelle Paris (7/28/25) - Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org Page 5 of 6City of San Luis ObispoAugust 12, 2025 PERMIT CORRECTIONS REPORT (BLDG-1157-2025) eReview Session for Bldg (C) - Add/Alt v.1 FILES:Building Permit Application- 3427 Roberto Ct Signed.pdf Plans.pdf Structural Calcs.pdf T24 Energy Report.pdf REVIEWER MARKUP DATE/TIME FILE NAME PG # Seano 19'-1 3/4"06/11/2025 10:39 pm Plans.pdf 6 Seano 26'-4"06/11/2025 10:39 pm Plans.pdf 6 Seano 78'-9"06/11/2025 10:40 pm Plans.pdf 6 Seano 78'-5 1/2"06/11/2025 10:41 pm Plans.pdf 6 eReview Session for Bldg (C) - Add/Alt v.2 FILES:BLDG-1157-2025 Plan Check Responses Responses.pdf Construction and Demolition Recycling and Waste Pl.pdf Health Department Conditional Approval 250714.pdf Plans v2.pdf Structural Calcs v2.pdf T24 Energy Report v2.pdf Walk-in Cooler Specs.pdf REVIEWER MARKUP DATE/TIME FILE NAME PG # Seano 15'-1/2"08/12/2025 6:57 pm Plans v2.pdf 15 Page 6 of 6City of San Luis ObispoAugust 12, 2025 463 From:McCaffrey, Seano Sent:Monday, August 18, 2025 7:34 AM To:Doobie Coates; Ryan Brockett Cc:Drew Schmidt; Olivia Nagel Subject:RE: 3427 Roberto Ct, BLDG-1157-2025 / Clarifying Type II Hood comment Hello, You can use this oven if you install the type 1 hood accessory that comes with it. I reviewed the product specifications this morning and couldn’t find where it has been tested to meet maximum grease landed vapors as outlined in the code. We can do the following options. 1. Use this exact hood and install it with a type one hood accessory that is a option for this hood type. 2. Provide documentation from the hood manufacture that it meets California Mechanical Code Section 508 exception 1 or 2. Provide testing documentation and letter from business owner they have reviewed the testing parameters and will stay within the guidelines. 3. Provide a future electrical or gas hookup at this location and do not install it on this permit. This will allow the project to keep moving forward and allow the future business owner to decided if they want this equipment. A permit will be required to install this equipment down the road, but it wouldn’t require re-work around he kitchen and would be just moving the equipment into the space and hooking it up to the utility’s. From: Doobie Coates <highstdeli@gmail.com> Sent: Thursday, August 14, 2025 8:45 AM To: Ryan Brockett <ryan@brockitecture.com> Cc: McCaffrey, Seano <smccaffrey@slocity.org>; Drew Schmidt <dschmidt@3ceng.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: 3427 Roberto Ct, BLDG-1157-2025 / Clarifying Type II Hood comment Hey Team, I’m not locked in on this oven—if we need to swap it for something else that works, I’m open to it. I’ll look around for another option that’s either ventless or classified under the Type 1 hood. Given the rising build costs and the time it’s taking to open the doors, we’ll probably just add the oven later or skip it entirely. Thanks On Wed, Aug 13, 2025 at 9:55 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Seano, Thanks again for your time today to review the plans & plan check comments for 3427 Roberto Ct, BLDG-1157- 2025. We just wanted to re-clarify the comment regarding the hood for the Baxter rotating single rack oven, equipment #14/A2.4. I've copied the owner to provide additional insight into the equipment as needed. 464 It seems to me that the attached cutsheet from Baxter shows this equipment with an integrated Type II hood as a "standard feature", with the Type I hood only listed as an "option". This equipment will be used for baking bread only, non-grease laden cooking. In lieu of listing this oven as a "deferred submittal" and providing additional ASTM documentation, can we simply add additional notes to the plan set stating "for bread baking only", etc? Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 465 -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com 466 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 13, 2025 9:55 PM To:McCaffrey, Seano Cc:Doobie Coates; Drew Schmidt; Olivia Nagel Subject:3427 Roberto Ct, BLDG-1157-2025 / Clarifying Type II Hood comment Attachments:422-OV500G1EENG.pdf; Rack Ovens Five Fast Facts (Bakery) Sell Sheet BX56123 (08-21).pdf Follow Up Flag:Follow up Flag Status:Completed Hi Seano, Thanks again for your time today to review the plans & plan check comments for 3427 Roberto Ct, BLDG-1157- 2025. We just wanted to re-clarify the comment regarding the hood for the Baxter rotating single rack oven, equipment #14/A2.4. I've copied the owner to provide additional insight into the equipment as needed. It seems to me that the attached cutsheet from Baxter shows this equipment with an integrated Type II hood as a "standard feature", with the Type I hood only listed as an "option". This equipment will be used for baking bread only, non-grease laden cooking. In lieu of listing this oven as a "deferred submittal" and providing additional ASTM documentation, can we simply add additional notes to the plan set stating "for bread baking only", etc? Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 467 468 BX56077 (03-19) – Printed In USA 19220 State Route 162 East Orting, WA 98360 www.baxtermfg.com Factory (360) 893-5554 Customer Care (888) 350-7090 Customer Care Fax (937) 332-2852 Item# C.S.I. Section 114000 Project: Page 1 of 2 OV500G1-EE Rotating Single Rack Oven – Energy Efficient Gas Area Reserved For Consultant & Contractor Approvals STANDARD ENERGY SAVING FEATURES ■ Halogen lighting in the bake chamber provides better visibility and better bulb life in high temperature environments ■ Efficient 180k BTU/Hr. in-shot burner system provides high-impact results with less gas ■ Airflow design maximizes heat exchanger use and reduces energy consumption ■ Energy saving idle mode reduces oven to stand-by temperature when left idle. Idle time and stand-by temperature can be customized to maximize energy savings in your operation. ■ Programmable digital control with Auto on/Auto off controls ■ Three pane viewing window provides safe to touch exterior • Low-E coated glass on the interior of the window reflects heat inward, saving energy • Airwash gap within the door decreases exterior temperatures • Single exterior pane is hinged to allow cleaning access to both sides STANDARD FEATURES ■ Stainless steel construction ■ Heat exchanger with weldless construction for longer life. Tubes carry an additional 9 year extended parts and labor warranty ■ Patented self-contained spherical cast steam system ■ Hood with plenum and single point vent connection for Type II installations ■ Field reversible bake chamber door (left or right hinged to fit your needs) ■ Patented flush floor – no ramp required ■ 99 programmable recipes ■ Oven body shipped whole (hood, steam system & floor are field installed) • Minimum intake: 55" x 104.5" x 56.3" (uncrated) ■ Holds 1 single oven rack OPTIONS & ACCESSORIES ❏ UL Listed, Type I hood with grease filters. Listed to UL 710 standard and meets requirements of NFPA-96. ❏ Manual back-up control ❏ Oven body shipped split • Minimum intake: 27.5" x 104.5" x 51" (uncrated) ❏ Kosher package ❏ Prison package ❏ Floor extender package BX56077 (03-19) – Printed In USA 19220 State Route 162 East Orting, WA 98360 www.baxtermfg.com Factory (360) 893-5554 Customer Care (888) 350-7090 Customer Care Fax (937) 332-2852 Page 2 of 2 Manufacturer reserves the right to make changes in sizes and specifications. 32.5"(82.5 cm)51.0"(129.5 cm) 10 4.5"(265.0 cm) VENT GAS WATER DRAINFITTING7.0"(17.8 cm) POWER 55.0"(139.7 cm) 34.0"(86.4 cm) DRAINFITTING6.5"(16.5 cm) 17.8"(45.2 cm) 99.5"(252.7 cm) WATER 51.0"(129.5 cm) 23.0"(58.4 cm) 32.5"(82.5 cm) 2 .0"(5.1 cm) 20.3"(51.6 cm) 6.0"(15.2 cm)7.0"(17.8 cm) VENT GAS DRAIN 55.0"(139.7 cm) 27.5"(69.8 cm) 5.5"(14.0 cm) 2.0"(5.1 cm) DRAIN POWER • Highest Point on Oven: 104.5" (265cm). • KD shipping weight: 2,580 lbs (shipped whole) / 3,070 lbs. (shipped split) • Rack swing diameter: 34.5" OV500G1-EE Rotating Single Rack Oven – Energy Efficient Gas C.S.I. Section 114000 UTILITIES & NOTES ➊ Water: 1 ⁄2" NPT connection @ 94" AFF. Cold water @ 30 psi minimum @ 3.0 GPM flow rate. Max water usage 4.0 GPH. Note: Water supply must have the proper hardness, pH & Chloride concentration. Consult your local water company and/or water conditioner dealer before installation. • Recommended water hardness range: 2-4 grains per gallon. • Recommended pH range: 7.0 to 8.0. • Acceptable range for chloride concentration: 0-30 ppm. ➋ Drain: Choose either rear or front drain and plug the connection not in use. Route to air-gap drain. • Front drain: 1 ⁄2" NPTM @ 6.5" AFF • Rear drain: 1 ⁄2" NPTF @ 7.0" AFF➌ Power: 2 supplies required: 1. Heating Circuit - Choose one: ❏ 220V/60/1 8.6 amps ❏ 208-240V/60/3 4.2-4.4 amps ❏ 440-480V/60/3 2.2-2.4 amps 2. Control Circuit: 120V/60/1 15 amp dedicated circuit. 20 amp max.➍ Gas: 1" NPT connection @ 102" AFF. • Natural gas (std): 180k BTU/hr @ 5-14"w.c. • Propane (opt): 180k BTU/hr @ 10-14"w.c. Note: Input rates will be reduced when oven is installed at elevations above 3000' (915m). Consult factory for elevation correction.➎ Hood vent: 8" dia. connection collar. Min. 690 cfm req. with 0.6" w.c. static pressure drop through hood. Customer to supply duct and ventilator fan per local code. Airflow proving switch is factory installed and integrated with burner system operation. Oven provided relay with max. 10.0 amp 1⁄2 H.P. @ 120V output for fan operation. Ventilator fan is required. Consult local authorities to determine whether Type I (grease) or Type II (vapor) duct will be required. Hood connection suitable for connection to Type B vent, except when products of baking are grease laden. INSTALLATION Floor must be level within 1⁄8” per foot for proper installation. Slope must not exceed 3 ⁄4” in all directions under the unit. Floor anchors require minimum of 1" thick solid floor substrate. Caution – To reduce the risk of fire, the appliance must be mounted on floors of non-combustible construction with non-combustible flooring and surface finish and with no combustible material against the underside thereof, or on non-combustible slabs or SHORT SPECIFICATION The oven shall be of stainless steel construction, manufactured in the United States by Baxter Mfg. The footprint shall be no larger than 55.0"W x 51.0"D x 104.5"H and shall have an integral hood with a minimum of 31.0" overhang to ensure proper vapor capture. The Type I hood must be UL710 Listed and have a single point exhaust. Oven shall have independent electrically interlocked air safety switches for the draft inducer and hood. Control panel shall have programmable settings with auto on/off feature and 4-step bake/roast setting. The oven shall include an in-shot burner system with a heat exchanger consisting of 18 independent high-temperature, stainless steel tubes. The in-shot burners will have no moving parts. The oven shall also include a patented self-contained spherical cast steam system which shall convert 1.0 gallon of water into steam within 20 seconds at a temperature of 400°F or better. The field reversible oven door shall utilize three panes of glass in the viewing window to ensure a safe to the touch exterior. A patented adjustable flush floor shall be used for easy access without a ramp. The oven shall be equipped with a diagnostic center with status indicator lights and be equipped with built-in levelers. The oven will bear the following agency approvals: UL for safety, sanitation, and gas for the U.S. & Canada, UL710 for the hood. The exhaust hood shall meet construction requirements of IMC section 507 and NFPA-96. arches having no combustible material against the underside. Refer to NFPA 54 for further clarification. Important: • Do not route utilities (wiring, plumbing, etc.) in or under the non-combustible floor beneath the oven. • 115" AFF required for oven tilt-up. • 130" AFF recommended for service access. The purchaser is responsible for all installation costs and for providing: Disposal of packing materials, labor to unload oven upon arrival, installation mechanics, and all local service connections including electricity, gas, water, vents and drain per local code. A factory authorized installation technician must supervise and approve any installation. In order to validate the warranty, start-up must be performed by an authorized service company. All services must comply with federal, state, and local codes. Minimum clearances to combustible construction: • 0 inches from sides and back • 18 inches from top Baxter Rotating Rack OvensFIVE FAST FACTS Single & Double Rack Capacity with Gas & Electric Options BX56123 (08/21) ©BaxterVisit us at www.baxtermfg.com or contact us at 1-888-350-7090 OV520G2 Rotating Double Rack Gas Oven with Smart Touch™ Control provides consistency and labor savings OV500G1EE Rotating Single Rack Gas Oven with Advanced Digital Control EXCLUSIVE GAS HEAT-EXCHANGER • Proven engineering technology, long lasting and reliable heat exchanger without welds that comes with a 10-year warranty PRECISION AIRFLOW • Our rack ovens are designed to eliminate cold and hot spots to ensure your product quality is consistent INDUSTRY LEADING STEAM SYSTEM • Baxter ovens are engineered to generate reliable and consistent steam for baking • Baxter Steam System > Produces artisan breads, rolls, hoagie rolls, bagels and more with a greater volume, a crispy crust, and a beautiful sheen VERSATILE • A single platform that allows baking a variety of products with similar baking parameter within a rack ENERGY EFFICIENCY WITH ENERGY STAR® CERTIFICATION • ENERGY STAR certification on gas models meets national standards for energy efficiency to help save utility costs 2 3 4 5 1 Baking to Perfection Rack After Rack In today’s market, success will come from rethinking operations and adoption of new technologies and baking methods that are driving greater efficiencies and profitability. A Baxter rotating rack oven offers both the flexibility and responsiveness to achieve your production goals. Baxter ovens are designed to deliver high quality bakery products in less time and with lower operating costs. 469 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 13, 2025 9:14 AM To:McCaffrey, Seano Cc:Doobie Coates; Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal Hi Seano, Thanks for your quick review & response. I'm also available between those times. Can you send me a Teams meeting link for 2pm, or any other time that works best for you? Then we can review those remaining comments together. I just watched the code clip you sent, and it seems like the physical separation can be taken care of with either a horizontal or vertical separation. With vertical suggested as a 4" curb instead of a metal rail, which becomes problematic with cars running into them. It seems that the detectable warnings are acceptable as the horizontal separation per Exception 4, and thus shouldn't need a hardship waiver. See quick sketch below showing the layout of the warnings, which reduces driveway width to 14'-7", which is still larger than the minimum 12' for 1-way commercial driveway traffic. This project was previously designed as just 1-way, given the existing curb cut and driveway are less than the 24' required for 2-way traffic. However, it does seem that if the detectable warnings OR vertical curb separation would negatively impact the vehicular traffic, then perhaps applying for the waiver would allow us to reduce the extent of these warnings...maybe just adding them instead to the portion of the building closest to the exterior doors/egress, where the parking lot becomes wider? 470 Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 13, 2025 at 7:30 AM McCaffrey, Seano <smccaffrey@slocity.org> wrote: Ryan, I’m open this afternoon from 2-4 if you would like to get on a teams call to review comments and also this specific requirement. This will allow us to share the plans and make corrections in real time. The truncated domes due work as shown below as it’s a prescriptive fix when you can’t get the raised path. This new code requirement put in 6 years ago is a struggle to accomplish for sites like this as the site arrival points go right thru the parking lot and I have no exemption to waive this specific requirement that I’m aware of. The issue I see with this design is that the truncated domes encroach into the driveway minimum width. 471 My interpretation of the code it does not prohibit the use of a different type of physical barrier if you cannot get the 4” raised path and have approved railings in the past for this exact situation. See this YouTube video and you can speed up the 12 minutes. https://www.youtube.com/watch?v=zKxL-j-k1yk I believe whatever is proposed a hardship waiver will have to be developed to show compliance with the code to the maximum extent possible for this existing site. From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, August 12, 2025 5:23 PM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Sean, Thanks for your previous reviews at 3427 Roberto Ct, BLDG-1157-2025. We just received plan check comments back, and have already started the coordination with our design team to quickly turn these around to you. I've cc'd the building owner/client, as we really want to get this permit approved quickly for construction schedules, etc. The biggest item that we're stumbling on is the requirement for "physical separation" at vehicle traffic. It looks like per 11B-250.1 Exception 4, we would be allowed to provide detectable warnings in lieu of the raised sidewalk (which wouldn't work anyways since the existing doors are at level with the existing parking lot). Therefore, would you accept a 36" strip of detectable warnings per 11B-705.1.1 placed outside of the 4' minimum exterior path of travel adjacent to the building? This would run the full length of the building out to the front sidewalk access thru existing ramp which starts on grade with the parking lot. See diagram below. Or, would a physical pipe rail be allowed as the separation? We didn't see this option in the code, or exception. If easier, do you have some time tomorrow to jump on a quick call to discuss? Thanks, 472 Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 473 On Tue, Aug 12, 2025 at 1:25 PM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 474 From:Doobie Coates <highstdeli@gmail.com> Sent:Tuesday, August 12, 2025 8:37 PM To:Corey, Tyler Subject:Fwd: Building Permit Application Requires Resubmittal Begin forwarded message: From: Ryan Brockett <ryan@brockitecture.com> Date: August 12, 2025 at 5:23:32 PM PDT To: "McCaffrey, Sean" <smccaffrey@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>, Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Sean, Thanks for your previous reviews at 3427 Roberto Ct, BLDG-1157-2025. We just received plan check comments back, and have already started the coordination with our design team to quickly turn these around to you. I've cc'd the building owner/client, as we really want to get this permit approved quickly for construction schedules, etc. The biggest item that we're stumbling on is the requirement for "physical separation" at vehicle traffic. It looks like per 11B-250.1 Exception 4, we would be allowed to provide detectable warnings in lieu of the raised sidewalk (which wouldn't work anyways since the existing doors are at level with the existing parking lot). Therefore, would you accept a 36" strip of detectable warnings per 11B-705.1.1 placed outside of the 4' minimum exterior path of travel adjacent to the building? This would run the full length of the building out to the front sidewalk access thru existing ramp which starts on grade with the parking lot. See diagram below. Or, would a physical pipe rail be allowed as the separation? We didn't see this option in the code, or exception. If easier, do you have some time tomorrow to jump on a quick call to discuss? Thanks, Ryan 475 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Aug 12, 2025 at 1:25 PM <noreplye@slocity.org> wrote: 476 Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 477 From:Ryan Brockett <ryan@brockitecture.com> Sent:Tuesday, August 12, 2025 5:23 PM To:McCaffrey, Seano Cc:Doobie Coates; Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal Hi Sean, Thanks for your previous reviews at 3427 Roberto Ct, BLDG-1157-2025. We just received plan check comments back, and have already started the coordination with our design team to quickly turn these around to you. I've cc'd the building owner/client, as we really want to get this permit approved quickly for construction schedules, etc. The biggest item that we're stumbling on is the requirement for "physical separation" at vehicle traffic. It looks like per 11B-250.1 Exception 4, we would be allowed to provide detectable warnings in lieu of the raised sidewalk (which wouldn't work anyways since the existing doors are at level with the existing parking lot). Therefore, would you accept a 36" strip of detectable warnings per 11B-705.1.1 placed outside of the 4' minimum exterior path of travel adjacent to the building? This would run the full length of the building out to the front sidewalk access thru existing ramp which starts on grade with the parking lot. See diagram below. Or, would a physical pipe rail be allowed as the separation? We didn't see this option in the code, or exception. If easier, do you have some time tomorrow to jump on a quick call to discuss? Thanks, Ryan 478 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Aug 12, 2025 at 1:25 PM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 479 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, August 8, 2025 12:53 PM To:Wynn, Eva Cc:Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal Awesome, thanks Eva! Have a great weekend, too. RB Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 8, 2025 at 12:43 PM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Considering it won't increase the parking requirement either way, I am comfortable leaving it as is. Thank you you for clarifying and providing the explanation below. I have resolved all Planning comments. Have a great weekend! Eva Wynn Planning Technician To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Friday, August 8, 2025 12:12 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Eva, Found it! We had actually updated our Parking Calculation on the T1.0 sheet, but didn't include the written response on our document. Response should be "See revised T1.0 calculations". 480 We updated by shifting the 24 SF for the "Beer production" area shown on T4.1, to the "Food Prep" calc at 1/1,500 from the "Storage" area. But since they are both 1/1,500, it didn't change the calc. We still considered the beer production to be "Food Prep", not Bar/Tavern use at 1/100. However if you wanted uus to shift to Bar/Tavern, then that total would be 847 SF/100 = 8.47 spaces, which doesn't change the overall calc enough to trigger another parking space. Let us know if you'd like to see it shown or broken out differently, and we can revise & slipsheet a new T1.0 if needed. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 8, 2025 at 12:00 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Aw...I'm just seeing that we didn't answer that one plan check comment about parking! Let me take a look & get back to you soon today. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 8, 2025 at 11:47 AM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Great to hear you know my Dad. It has been quite fun to receive messages like this since I started at the City. I an planning to wrap up my review today but have a few items to get to first. I would need to check again but I don't recall seeing the updated parking calculations when I briefly looked at the plans earlier this week. I'll check again this afternoon but if you can confirm they are in the resubmitted plan set that would be helpful. Thanks! 481 Eva Wynn Planning Technician To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… To help protect your privacy, Microsoft Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 6, 2025 5:55 PM To: Wynn, Eva <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Eva! First...I had no idea that you're Greg's daughter!!! You're probably starting to figure out that he really knows everyone! I've been teaching with Greg at Cal Poly Architecture Department for the past 13 years, and he's become a good friend & mentor over the years. Just wanted to check to see if we covered & satisfied all of your previous plan check comments on BLDG- 1157-2025 at 3427 Roberto Ct. Feel free to call me directly if there is anything you'd like to review together, and we can do a quick plan revision slipsheet if needed. The clients are super eager to start moving forward on this project! Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Sat, Jul 26, 2025 at 12:56 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Building & Planning, Just notifying you that we resubmitted our project BLDG-1157-2025 to the online portal. Please reach out directly if you have any questions on your next review. The owner or contractor will be separately completing the recycling form online. Thanks, Ryan 482 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jun 25, 2025 at 10:07 AM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 483 From:Ryan Brockett <ryan@brockitecture.com> Sent:Friday, August 8, 2025 12:01 PM To:Wynn, Eva Cc:Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal Hi Eva, Aw...I'm just seeing that we didn't answer that one plan check comment about parking! Let me take a look & get back to you soon today. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Fri, Aug 8, 2025 at 11:47 AM Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan, Great to hear you know my Dad. It has been quite fun to receive messages like this since I started at the City. I an planning to wrap up my review today but have a few items to get to first. I would need to check again but I don't recall seeing the updated parking calculations when I briefly looked at the plans earlier this week. I'll check again this afternoon but if you can confirm they are in the resubmitted plan set that would be helpful. Thanks! Eva Wynn Planning Technician To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… To help prot ect your priv acy, Microsof t Of… Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 6, 2025 5:55 PM To: Wynn, Eva <EWynn@slocity.org> 484 Cc: Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Eva! First...I had no idea that you're Greg's daughter!!! You're probably starting to figure out that he really knows everyone! I've been teaching with Greg at Cal Poly Architecture Department for the past 13 years, and he's become a good friend & mentor over the years. Just wanted to check to see if we covered & satisfied all of your previous plan check comments on BLDG-1157- 2025 at 3427 Roberto Ct. Feel free to call me directly if there is anything you'd like to review together, and we can do a quick plan revision slipsheet if needed. The clients are super eager to start moving forward on this project! Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Sat, Jul 26, 2025 at 12:56 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Building & Planning, Just notifying you that we resubmitted our project BLDG-1157-2025 to the online portal. Please reach out directly if you have any questions on your next review. The owner or contractor will be separately completing the recycling form online. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jun 25, 2025 at 10:07 AM <noreplye@slocity.org> wrote: 485 Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 486 From:Andy Carbajo <andy.carbajo@schierproducts.com> Sent:Friday, August 8, 2025 8:27 AM To:dfoster@slocity.org; Loew, Michael; Scott, Shawna Subject:High Street Deli - Grease Interceptor Inquiry Attachments:Grease Monkey Summary for High Street Deli - Headquarters.pdf; GB-250_Spec_FP24_.pdf Follow Up Flag:Follow up Flag Status:Completed Hello Dylan / Mike / Shawna - My name is Andy with Schier Products - we are a grease interceptor manufacturer. Hopefully I am still in the right place for this inquiry, if not maybe you can point me in the right direction? I am working on a new project with an engineer for a High Street Deli (sandwich shop) at 3427 Roberto Ct., San Luis Obispo, CA. The engineer and High St. Deli would like to include our Great Basin GB-250 hydromechanical grease interceptor on the plans for outdoor installation and backed by our Lifetime Warranty. Grease Production Sizing is used to evaluate the expected grease produced by the facility. We can then take that value and directly correlate the grease load with an appropriate Great Basin-series unit for known grease storage. Grease Production Sizing Link Attached are the fixtures (included in the Summary attached) - can you let me know if any are allowed/required to bypass the grease waste line?  The expected flow rate is 66 GPM and the expected grease load for 90 days is 1,462 lbs. (sizing calculations attached). 487  The Great Basin GB-250 certified per UPC/CPC Table 1014.2.1 to 100 GPM and 1,895 lbs of grease capacity. (specs attached). The location will be outdoor installation if approved. Again, my intent is to be sure a smooth review process takes place if our GB-250 is submitted on plans. I look forward to hearing back from you! -- To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. ANDY CARBAJO | Regulatory Compliance Specialist andy.carbajo@schierproducts.com | Direct: 913-951-3322 To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. GREASE INTERCEPTOR CALCULATIONS Quote: 8862739D Reference No. 88398 Project Name: High Street Deli - Headquarters Step 1: Flow rate to grease interceptor Fixture flow rate: (cu in / 231) = gal x 0.75 / 2 min = 2 min flow rate NAME TYPE DIMENSIONS QTY CU IN FLOW RATE 3 Compartment Sink 3 Compartment Sink 22" x 20" x 14" (3)1 18,480 30 GPM Floor Drain Floor Drain N/A 1 N/A 0 GPM Mop Basin Mop Basin 20" x 20" x 10"1 4,000 6.49 GPM Pre-Rinse Sink One Bowl Pre-Rinse Sink One Bowl 18" x 24" x 5"1 2,160 3.51 GPM Prep Sink One Bowl Prep Sink One Bowl 33" x 21" x 14"1 9,702 15.75 GPM Prep Sink One Bowl Prep Sink One Bowl 21" x 21" x 14"1 6,174 10.02 GPM Total 65.77 GPM Step 2: Grease Production Servings per day x Grease production value x Days between pump-outs = Grease output Servings per day: 500 Grease production value: 0.0325 lbs per serving (Sandwich Shop: Medium / Flatware) Days between pump-outs: 90 days 500 x 0.0325 x 90 = 1462.5 lbs of FOG SCHIER MODEL GB-250 Description: GREASE INTERCEPTOR 100 GPM / 200 GPM, 4" PLAIN/FPT CONNECTIONS Dimensions: Length: 87", Width: 33", Height: 44" Flow Rate/Grease Capacity: 100 GPM / 1895 lbs Liquid Capacity: 277 gal Specification Note: This Great Basin model has been sized to the flow rate and grease production requirements of the application and may not be substituted by liquid capacity alone. Any substitution requests must be approved by the specifying engineer and the authority having jurisdiction. Please contact support@schierproducts.com for technical and procurement support for the specified Great Basin model. 488 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 6, 2025 5:58 PM To:McCaffrey, Seano Cc:Doobie Coates; Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal BLDG-1157-2025 Follow Up Flag:Follow up Flag Status:Completed Hi Sean, Thanks for your previous review & help on BLDG-1157-2025 at 3427 Roberto Ct.. We just wanted to check to see if we covered & satisfied all of your previous plan check comments as you work thru your next review. Feel free to call me directly if there is anything you'd like to review together, and we can do a quick plan revision slipsheet if needed. The clients are super eager to start moving forward on this project! Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Sat, Jul 26, 2025 at 12:56 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Building & Planning, Just notifying you that we resubmitted our project BLDG-1157-2025 to the online portal. Please reach out directly if you have any questions on your next review. The owner or contractor will be separately completing the recycling form online. Thanks, Ryan 489 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jun 25, 2025 at 10:07 AM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 490 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, August 6, 2025 5:56 PM To:Wynn, Eva Cc:Olivia Nagel Subject:Re: Building Permit Application Requires Resubmittal Follow Up Flag:Flag for follow up Flag Status:Completed Hi Eva! Just wanted to check to see if we covered & satisfied all of your previous plan check comments on BLDG-1157- 2025 at 3427 Roberto Ct. Feel free to call me directly if there is anything you'd like to review together, and we can do a quick plan revision slipsheet if needed. The clients are super eager to start moving forward on this project! Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Sat, Jul 26, 2025 at 12:56 PM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Building & Planning, Just notifying you that we resubmitted our project BLDG-1157-2025 to the online portal. Please reach out directly if you have any questions on your next review. The owner or contractor will be separately completing the recycling form online. Thanks, Ryan 491 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jun 25, 2025 at 10:07 AM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 492 From:noreply@slocity.org Sent:Monday, July 28, 2025 9:46 AM To:highstdeli@gmail.com Cc:Recycle Right Subject:Recycling Plan 3427 Roberto Ct. Attachments:Construction and Demolition Recycling and Waste Pl.pdf Thank you for submitting your Construction & Demolition Recycling and Waste Management Plan. Please upload the attached Recycle Plan PDF to your online permit application (if applying for a permit online). If you already have an active permit and did not apply for a permit online, then a copy of your Recycle Plan PDF has already been sent to our building department to route to our department for review. Recycle Plan Final Approval Please note if “Recycling Approval” is listed under “Department Finals” on your printed permit card, then you must follow the instructions outlined in Step Two of the Construction and Demolition Recycling and Waste Management Plan. Click here for more information. Recycle Right Solid Waste and Recycling Division Public Utilities 879 Morro, San Luis Obispo, CA 93401-3249 E RecycleRight@slocity.org T 805.781.7215 slocity.org Stay connected with the City by signing up for e-notifications Construction and Demolition Recycling and Waste Plan Please read this form carefully. The goal is to clearly document and create a plan to recycle a minimum of 65% of construction and demolition materials for permits after January 1, 2017, per Title 24 Chapter 11 of the Green Building Code. This form must be filled out in its entirety. For questions, email RecycleRight@slocity.org or call (805) 781-7215. Step 1: Complete Recycling Form Project Type * Residential Commercial Project Category * Demolition New Construction Addition Remodel/Tenant Improvement Project Site Address * 3427 Roberto Ct. Project Description * tenant improvement Estimated Project Cost * 700,000.00 New Conditioned Square Footage * 1678 Estimated Fine for Failure to Comply * 14,000.00 Project Contact Name * Randy Coates Contact Phone Number * 8052341220 Contact Email Address * highstdeli@gmail.com Type of Material to be Generated (check all that apply)* Mixed C&D Concrete/Asphalt Dirt Cardboard Metals Wood Other Once all Materials are checked, please enter weight estimates for each of these categories below. Estimated Quantity of Generated Materials (in tons) Mixed C&D Estimate * 2 tons Concrete/Asphalt Estimate * 2 tons Wood Estimate * 1 ton Note: a tonnage estimate guide can be found on the City 's Construction and Demolition webpage. If you plan to reuse or donate materials, please explain here. How will you transport the materials?* Self-Haul Roll-Off Company Which IWMA-certified roll-off company will you be using?* Coastal Roll-Off Note: a list of IWMA-certified haulers, landfills, and transfer stations can be found on the City's Construction and Demolition webpage. ALL TONNAGE LEAVING PROJECT SITE MUST BE ACCOUNTED FOR ON THIS FORM AND FAILURE TO RECYCLE AT LEAST 65% OF MATERIALS MAY RESULT IN A PENALTY OF 2% OF PROJECT VALUATION I understand that I must produce receipts listing tonnage of all materials leaving the project site, regardless of destination or method of removal. I certify that I will communicate this plan and requirements to all contractors and other personnel who may be involved in disposal of materials from this project and inform them that they must provide receipts listing the tonnage for all recycling and trash disposal. The final permit and all waste receipts must be presented prior to final sign off. I understand that failure to do so may incur a penalty of 2% of total project valuation and the City of San Luis Obispo makes the final determination of project cost and fine for failure to comply. Signature * Print Name * Randy Coates Date * 2025-07-28 Step 2: Upon Completion of Project 1. Gather receipts listing tonnage for all materials that left the project site or a roll-off diversion report from one of the listed IWMA-certified haulers. *Please note - receipts must list tonnage as recycled or disposed. Mixed recycling receipts qualify as 70% recycling and 30% trash. 2. Email all receipts to RecycleRight@slocity.org for approval before final inspection. Include permit number, receipts/diversion report, photos of donated items (if applicable). Please allow 1-3 business days for review. 3. If approved, you will receive an email confirmation. Questions? RecycleRight@slocity.org or (805) 781-7215 493 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, July 16, 2025 11:34 AM To:Beech, Ryan Cc:LaFreniere, Matt; Doobie Coates; Olivia Nagel; Ricardo Hesse Subject:Re: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Great, thanks Ryan! Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jul 16, 2025 at 11:23 AM Beech, Ryan <RBeech@slocity.org> wrote: Hello Ryan, Thanks for sending this over. The sewer lateral is in good condition, and no repairs are needed. I have updated your permit, and there is no further action required regarding the sewer lateral. Ryan Beech WWC System Supervisor Public Utilities 25 Prado Road, San Luis Obispo, CA 93401-7314 E RBeech@slocity.org slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, July 16, 2025 10:39 AM To: Beech, Ryan <RBeech@slocity.org> Cc: LaFreniere, Matt <mlafreni@slocity.org>; Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com>; Ricardo Hesse <ricardo@brockitecture.com> Subject: Re: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct 494 Hi Ryan, See the attached existing sewer lateral video for 3427 Roberto Ct. Please review and let us know if anything else is needed. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Mon, Jul 14, 2025 at 12:33 PM Ryan Brockett <ryan@brockitecture.com> wrote: Thanks Ryan. The building was recently video scoped by Culberts, so we'll get a video link from them to send over to you for review. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Mon, Jul 14, 2025 at 9:02 AM Beech, Ryan <RBeech@slocity.org> wrote: Hello, I've attached Municipal Code 13.08.395 for your review. A sewer lateral video inspection is required due to the TI improvements, which include areas for beer tasting and food preparation, resulting in the addition of new plumbing fixtures. Once the inspection video is submitted, we’ll review it to determine the condition of the sewer lateral. 495 If it’s in good condition and free of the defects outlined in Section B of the code, the sewer portion of the permit can be cleared. If defects are found, the sewer lateral may need to be replaced as part of the project scope. Please send over the inspection video when it’s ready, and we’ll move forward from there. Thank you, Ryan Beech WWC System Supervisor Public Utilities 25 Prado Road, San Luis Obispo, CA 93401-7314 E RBeech@slocity.org slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Thursday, July 10, 2025 5:19 PM To: Beech, Ryan <RBeech@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Hi Ryan or Matt Thanks for your review of BLDG-1157-2025, 3427 Roberto Ct. We just had a quick question regarding your only plan check comment, referring us to Muni Code. Are you just asking for a video of the existing lateral? Or is there already information on file for this property from the previous permit in 2019? 496 Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 497 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, July 16, 2025 10:39 AM To:Beech, Ryan Cc:LaFreniere, Matt; Doobie Coates; Olivia Nagel; Ricardo Hesse Subject:Re: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Attachments:2025-07-15_153934.pdf; 2025-07-14-15-41-02.avi Hi Ryan, See the attached existing sewer lateral video for 3427 Roberto Ct. Please review and let us know if anything else is needed. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Mon, Jul 14, 2025 at 12:33 PM Ryan Brockett <ryan@brockitecture.com> wrote: Thanks Ryan. The building was recently video scoped by Culberts, so we'll get a video link from them to send over to you for review. Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Mon, Jul 14, 2025 at 9:02 AM Beech, Ryan <RBeech@slocity.org> wrote: Hello, I've attached Municipal Code 13.08.395 for your review. A sewer lateral video inspection is required due to the TI improvements, which include areas for beer tasting and food preparation, resulting in the addition of new plumbing fixtures. Once the inspection video is submitted, we’ll review it to determine the condition of the sewer lateral. If it’s in good condition and free of the defects outlined in Section B of the code, the sewer portion of the permit can be cleared. If defects are found, the sewer lateral may need to be replaced as part of the project scope. Please send over the inspection video when it’s ready, and we’ll move forward from there. Thank you, Ryan Beech WWC System Supervisor 498 Public Utilities 25 Prado Road, San Luis Obispo, CA 93401-7314 E RBeech@slocity.org slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Thursday, July 10, 2025 5:19 PM To: Beech, Ryan <RBeech@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Hi Ryan or Matt Thanks for your review of BLDG-1157-2025, 3427 Roberto Ct. We just had a quick question regarding your only plan check comment, referring us to Muni Code. Are you just asking for a video of the existing lateral? Or is there already information on file for this property from the previous permit in 2019? Thanks, Ryan 499 Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 502 From:Beech, Ryan Sent:Monday, July 14, 2025 9:02 AM To:Ryan Brockett; LaFreniere, Matt Cc:Doobie Coates; Olivia Nagel Subject:RE: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Attachments:13.08.395 (1).pdf Hello, I've attached Municipal Code 13.08.395 for your review. A sewer lateral video inspection is required due to the TI improvements, which include areas for beer tasting and food preparation, resulting in the addition of new plumbing fixtures. Once the inspection video is submitted, we’ll review it to determine the condition of the sewer lateral. If it’s in good condition and free of the defects outlined in Section B of the code, the sewer portion of the permit can be cleared. If defects are found, the sewer lateral may need to be replaced as part of the project scope. Please send over the inspection video when it’s ready, and we’ll move forward from there. Thank you, Ryan Beech WWC System Supervisor Public Utilities 25 Prado Road, San Luis Obispo, CA 93401-7314 E RBeech@slocity.org slocity.org Stay connected with the City by signing up for e-notifications From: Ryan Brockett <ryan@brockitecture.com> Sent: Thursday, July 10, 2025 5:19 PM To: Beech, Ryan <RBeech@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Hi Ryan or Matt Thanks for your review of BLDG-1157-2025, 3427 Roberto Ct. We just had a quick question regarding your only plan check comment, referring us to Muni Code. Are you just asking for a video of the existing lateral? Or is there already information on file for this property from the previous permit in 2019? 503 Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 13.08.395 Private sewer laterals/systems. A. Purpose. Inflow and infiltration (I/I) is a serious problem for the city in that during wet weather events, a significant amount of water is introduced into the city’s wastewater collection system from breaches in the public and private sewer pipeline system. Studies have shown that private sewer laterals are a significant source of I/I for the city. The city has determined that it is in the interest of the public’s health, safety, and welfare to address I/I contributed by private sewer laterals and, as such, it is a city priority to require the inspection of private sewer laterals. B. Ownership, Maintenance, and Repair. 1. The entire lateral, from the building connection up to and including the “wye” connection or other tie-in to the city-owned sewer main, shall fall within the owner’s responsibility for installation, maintenance, repair, and replacement. 2. Each property owner shall be responsible for maintenance and repair of their private sewer lateral in compliance with this section in a safe and sanitary condition, including: a. Private sewer laterals shall be free of displaced joints, breaks, offsets, structural defects, damage, open joints, missing portions of pipe, root intrusion, cracks, leaks, sediment deposits, bellies in the pipe or any other similar conditions, defects or obstructions likely to cause or contribute to blockage of the private sewer lateral or the public sewer. b. Private sewer laterals shall be equipped with cleanouts. c. Private sewer laterals shall not be constructed, either in whole or in part, of “Orangeburg pipe.” d. As described in Section 13.08.030(A), it is unlawful for any individual to connect the following to a private sewer lateral: storm drains, roof drains, yard drains, surface or subsurface drainage, groundwater, or other non-sewage pipes or drains. 3. If a property owner fails to maintain the abovementioned wastewater facilities in a safe and sanitary condition, the director may order and require termination of water service to the parcel and all structures connected to the sewer outlet subject to these conditions. The water service shall not be reinstated until the maintenance or installation of appropriate wastewater disposal facilities has been approved by the director. 4. Before granting any permit authorizing construction of a private sewer lateral or private sewer main serving multiple properties, the city shall require a private easement setting forth responsibilities for each parcel served (including responsibility for maintenance, inspection, and improvement of the shared sewer lateral). C. Inspection of Existing Private Sewer Laterals. Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 1 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. 1. Except as set forth in subsection (C)(2) of this section, after January 1, 2020, all private sewer laterals connected to the city’s sewer system shall be inspected per subsection F of this section at the property owner’s sole expense, when any of the following events occur: a. Whenever the city has issued a notice of violation following a sanitary sewer overflow event from a property’s private sewer lateral. b. Upon submittal of a building permit for the addition of a bedroom, bathroom, or kitchen in a residential structure or the addition of nonresidential space or an additional plumbing fixture unit in nonresidential structures. c. A change of the use of the structure from: (i) residential to nonresidential use; (ii) to a nonresidential use that will result in a higher flow than the previous nonresidential use; or (iii) to a nonresidential use where the structure served has been vacant or unoccupied for more than three years. d. Increase in size of the domestic water meter serving the property or adding a new domestic water meter. e. Whenever property located in the city and containing one or more structures which are served by a private sewer lateral or laterals is subdivided. The inspection shall occur prior to recordation of the final map. f. Within thirty days of notification by the city that “smoke testing” or closed-circuit television (CCTV) sewer main inspection indicates the presence of inflow or infiltration from private property that impacts the operation of the public wastewater collection system. g. Upon any change in ownership of real property within the city, which shall be implemented as follows: i. “Change in ownership” shall have the meaning set forth in California Revenue and Taxation Code Sections 60 and 61. A change in ownership shall not include those transactions as set forth in California Revenue and Taxation Code Section 62. ii. Before close of escrow for any change in ownership of real property within the city, the seller(s) of such property shall disclose to the buyer(s) the results of the private sewer lateral inspection as set forth in subsection F of this section. h. For events identified in subsections (C)(1)(a) through (C)(1)(f) of this section, repair or replacement shall be made pursuant to subsection G of this section. 2. Exceptions. An inspection required pursuant to subsection (C)(1) of this section shall not be required in the following circumstances: a. New Construction or Prior Replacement of Lateral. If the owner(s) (or the owner’s predecessor-in- interest) has originally installed or has replaced the private sewer lateral within the twenty years prior to the date the inspection would otherwise be required. Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 2 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. b. Prior Inspection of a Lateral. If the owner(s) (or the owner’s predecessor-in-interest) has completed an inspection of the sewer lateral in accordance with the inspection requirements of subsection F of this section within the past five years. c. The private sewer lateral is located within a common interest development system that is not owned and operated by the city, which is regulated under subsection D of this section and serves more than two separate units or properties within the common interest development. The owner shall bear the burden of proving that the inspection requirements of subsection (C)(1) of this section do not apply. The owner shall provide proof of any prior replacement, inspection or repair of a private sewer lateral in the form of a validly issued permit or other documentation that ensures such prior replacement, repair or inspection of a private sewer lateral occurred pursuant to the exceptions above. The form and content of the document or proof must be deemed sufficient by the city’s utilities director. D. Private Sewer Laterals Within Common Interest Developments. 1. For purposes of this section, the term “common interest development” shall include any community apartment project, condominium project, planned development, or stock cooperative. 2. Private sewer laterals located within a common interest development shall be inspected pursuant to the requirements of subsection F of this section as follows: a. Whenever the city has issued a notice of violation following a sanitary sewer overflow event from a common interest development’s private sewer lateral. b. Increase in size of the water meter serving the common interest development. 3. Exceptions. An inspection required pursuant to subsection (D)(1) of this section shall not be required in the following circumstances: a. Prior Replacement of Lateral. If the private sewer lateral serving the common interest development in its entirety was installed or replaced within the twenty years prior to the date the inspection would otherwise be required. b. Prior Inspection or Repair of a Lateral. If the private sewer lateral serving the common interest development in its entirety was inspected in accordance with the inspection requirements of subsection F of this section within the five years prior to the date the inspection would otherwise be required. E. Inspection of Shared Private Sewer Laterals. Each property owner served by a shared private sewer lateral shall be responsible for compliance with subsection B of this section and shall be subject to the inspection requirements identified in subsection C of this section. For purposes of this subsection E, a “shared private sewer lateral” shall mean laterals serving more than one property that are not part of a common interest development. F. Inspection Requirements. Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 3 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. 1. Property owners must submit documentation of the sewer lateral inspection to the city prior to the close of escrow. Testing may be accomplished by either a water exfiltration test, an air test, or closed-circuit video recording observation. Installation of cleanouts and removal of existing P-traps may be necessary to accomplish the video inspection. If a closed-circuit video recording observation is selected as the method of inspection, then the video shall meet the following requirements: a. Shall be in digital format. b. Shall be in color (black and white or otherwise unclear video will not be accepted). c. Shall show the address of the lateral. d. Shall show the date the video was taken. e. Shall inspect the entire lateral from the house connection to the city-owned sewer main. f. Shall have a running foot or time marker clearly visible on the screen. g. Where joints are present, shall briefly stop the camera at each to clearly indicate their integrity. h. Shall have the telephone number for the point of contact for the company providing the inspection. i. A map shall be provided with the video inspection to clearly show the lateral location including the cleanout or access point at the house connection used to insert the camera into the lateral and the wye connection to the city-owned sewer main. 2. The lateral inspection and lateral inspection report shall be prepared and signed by a contractor, plumber, or a person experienced in lateral inspections who shall declare that the report is true and correct. At a minimum, the inspection report shall include the information in Exhibit A: EXHIBIT A: PRIVATE SEWER LATERAL INSPECTION REPORT Property Address (or Addresses):__________________________________________________________________ Inspection Date:_______________________________ Inspection Method:______________________________ Company Name/Point of Contact:__________________________________________________________________ Phone Number/Email Address:____________________________________________________________________ Lateral Length (in feet):_________________________ Lateral Material:________________________________ Installation date (if known):______________________ Lateral Age:___________________________________ Describe deficiencies (if any):____________________________________________________________________ Plumber/Contractor Signature:____________________________________________________________________ License # of Plumber/Contractor:__________________________________________________________________ Property Owner Signature:_______________________________________________________________________ Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 4 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. EXHIBIT A: PRIVATE SEWER LATERAL INSPECTION REPORT Property Owner interest in participating in city Wastewater Flow Offset Program: * YES NO * If Property Owner indicates “Yes”, city would include address on eligibility list for Wastewater Flow Offset Mitigation requirement. 3. A contractor, plumber, or a person experienced in lateral inspections who prepares a false lateral inspection report shall be subject to punishment under Article XII of this chapter in addition to any other legal remedies or punishment provided by law. 4. Verification. The city reserves the right to verify the sewer lateral inspection results prior to being accepted. G. Sewer Lateral Repair or Replacement Requirements. Upon receipt of the private sewer lateral inspection report pursuant to this chapter, the city shall review the private sewer lateral inspection and lateral inspection report to verify the plumber/contractor findings and provide the owner with a determination on whether the lateral meets the criteria described in subsection B of this section. If the private sewer lateral is not in compliance with subsection B of this section, then it shall be repaired or replaced to conform to such standards within one hundred eighty days. If an inspection of a noncompliant lateral was conditioned due to a sanitary sewer overflow or from findings of infiltration and intrusion, or a lateral with defects having not met the required pipe material requirements, it must be completely replaced rather than repaired. No person shall repair or replace a sewer lateral without first obtaining a permit from the city. H. Punishment for Violation of This Chapter. Violations of this article shall be punishable pursuant to the remedies identified in Article XII of this chapter. It is considered a violation for any property owner to have a sewer lateral system that does not comply with subsection B of this section, unless the repair or replacement of such system is being pursued in good faith. The city may withhold building permits or other discretionary approvals for a property with a private sewer lateral that is determined to be not in compliance with subsection B of this section until the private sewer lateral is brought into compliance with city standards. Final building approval will be conditioned upon repair or replacement of any noncompliant lateral systems to the satisfaction of the director. I. Rebate Programs. The city may establish by resolution one or more programs to assist owners with the replacement of private sewer laterals. J. Fees. The city council may from time to time establish, by resolution, fees for issuing permits, reviewing inspection reports and other activities of the city performed pursuant to this chapter. (Ord. 1734 § 8, 2024; Ord. 1704 §§ 16—18, 2021; Ord. 1665 § 3 (part), 2019) Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 5 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. Disclaimer: The City Clerk's Office has the official version of the San Luis Obispo Municipal Code. Users should contact the City Clerk's Office for ordinances passed subsequent to the ordinance cited above. City Website: www.slocity.org City Telephone: (805) 781-7100 Hosted by General Code. Ch. 13.08 Sewers | San Luis Obispo Municipal Code Page 6 of 6 The San Luis Obispo Municipal Code is current through Ordinance 1742, passed October 1, 2024. 504 From:Ryan Brockett <ryan@brockitecture.com> Sent:Thursday, July 10, 2025 5:19 PM To:Beech, Ryan; LaFreniere, Matt Cc:Doobie Coates; Olivia Nagel Subject:Plan Check Question BLDG-1157-2025, 3427 Roberto Ct Hi Ryan or Matt Thanks for your review of BLDG-1157-2025, 3427 Roberto Ct. We just had a quick question regarding your only plan check comment, referring us to Muni Code. Are you just asking for a video of the existing lateral? Or is there already information on file for this property from the previous permit in 2019? Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors 104 S Main St Unit B, Templeton, CA 93465 direct 805 / 801 1232 studio 805 / 400 3025 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 505 From:Kerstin Hewitt <khewitt@co.slo.ca.us> Sent:Tuesday, July 8, 2025 1:54 PM To:Nichols, Vanessa Subject:Re: [EXT]RE: 3427 Roberto Ct San Luis Obispo CA 93401 High Street Market & Deli That's it for now, thank you! I should have the sign off by the end of this week on this one, I hope. Kerstin Hewitt, R.E.H.S. III Environmental Health Specialist County of San Luis Obispo Health Agency Environmental Health Services 2156 Sierra Way San Luis Obispo, CA 93406 khewitt@co.slo.ca.us Please note, currently Email is the best method of communication. I will check voicemail periodically. |Direct line: 805.781.5546|Receptionist: 805.781.5544| From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, July 8, 2025 13:51 To: Kerstin Hewitt <khewitt@co.slo.ca.us> Subject: [EXT]RE: 3427 Roberto Ct San Luis Obispo CA 93401 High Street Market & Deli ATTENTION: This email DID NOT originate from County Staff. Please proceed with caution when interacting with any embedded links or attachments. Routing sheet attached. Let me know if you need anything else. Thank you. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Kerstin Hewitt <khewitt@co.slo.ca.us> Sent: Tuesday, July 8, 2025 1:35 PM To: Nichols, Vanessa <vnichols@slocity.org> Subject: 3427 Roberto Ct San Luis Obispo CA 93401 High Street Market & Deli 506 Hello, Do you have the routing sheet for this plan check? Kerstin Hewitt, R.E.H.S. III Environmental Health Specialist County of San Luis Obispo Health Agency Environmental Health Services 2156 Sierra Way San Luis Obispo, CA 93406 khewitt@co.slo.ca.us Please note, currently Email is the best method of communication. I will check voicemail periodically. |Direct line: 805.781.5546|Receptionist: 805.781.5544| This e-mail, and any files transmitted with it, are intended only for the person or entity to which it is addressed and may contain confidential, protected, and/or privileged material. Any review, re-transmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from any computer. This e-mail, and any files transmitted with it, are intended only for the person or entity to which it is addressed and may contain confidential, protected, and/or privileged material. Any review, re-transmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from any computer. 507 From:Nichols, Vanessa Sent:Tuesday, July 8, 2025 1:52 PM To:Kerstin Hewitt Subject:RE: 3427 Roberto Ct San Luis Obispo CA 93401 High Street Market & Deli Attachments:Routing Sheet - BLDG-1157-2025.pdf Routing sheet attached. Let me know if you need anything else. Thank you. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Kerstin Hewitt <khewitt@co.slo.ca.us> Sent: Tuesday, July 8, 2025 1:35 PM To: Nichols, Vanessa <vnichols@slocity.org> Subject: 3427 Roberto Ct San Luis Obispo CA 93401 High Street Market & Deli Hello, Do you have the routing sheet for this plan check? Kerstin Hewitt, R.E.H.S. III Environmental Health Specialist County of San Luis Obispo Health Agency Environmental Health Services 2156 Sierra Way San Luis Obispo, CA 93406 khewitt@co.slo.ca.us Please note, currently Email is the best method of communication. I will check voicemail periodically. |Direct line: 805.781.5546|Receptionist: 805.781.5544| This e-mail, and any files transmitted with it, are intended only for the person or entity to which it is addressed and may contain confidential, protected, and/or privileged material. Any review, re-transmission, dissemination or other use of, or taking of any action in reliance upon this information by persons or entities other than the intended recipient, is prohibited. If you received this in error, please contact the sender and delete the material from any computer. PERMIT DETAILED REPORT (BLDG-1157-2025) FOR CITY OF SAN LUIS OBISPO Permit Type Work Class: Status: Description:Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas On-Line Submission Alt/Addition - Commercial Building Project: District: Square Feet: Valuation: South Broad 4,705.00 $700,000.00 App Date: Issue Date: Exp Date: Final Date: NOT ISSUED 05/16/2025 NOT AVAILABLE NOT FINALED Parcel:053-063-019 Main Address:3427 Roberto Ct San Luis Obispo, CA 93401 Main 3427 Roberto Ct , 130 San Luis Obispo, CA 93401 3427 Roberto Ct , 110 San Luis Obispo, CA 93401 Zone:Grid-M-14 (City Grid (Grid-M-14))Main CityLimit (City Limit (CityLimit)) PIA-CW (PIA-CW) IA-CW (Impact Fee Area (Citywide)) UFAP-Tnk (Utility Fee Area (pre July 2013) (UFAP-Tnk)) WBA-Tnk (Wastewater Basin Area (WBA-Tnk)) Applicant Ryan Brockett 104 S Main St , B Templeton, CA 93465 Home: Business: 8054003025 Mobile: Owner High St. Market And Deli Randy Coates 368 High St San Luis Obispo, CA 93401 Home: Business: 8052341220 Mobile: Owner High St. Market And Deli Randy Coates 189 Countryside Lane San Luis Obispo, CA 93401 Home: Business: 8052341220 Mobile: Created ByNote Date and Time Created E-REVIEW #1 RCVD: BLDG PERMIT APPLICATION, ENERGY, STRUC CALCS, PLANS ROUTE TO: BLDG-SEAN FEES-VN HEALTH DEPT FIRE- TRUE NORTH DUE DATE: 06/13/2025 1.Ilianna Silva May 16, 2025 12:20 pm FeeInvoice No.Fee Amount Amount Paid 00039489 $5,222.55 Plan Check Fees - Alt/Addition Commercial $5,222.55 $5,222.55 $5,222.55 Total for Invoice 00039489 NOT INVOICED $84.00 Sewer Lateral CCTV Review $0.00 $658.70 Alt/Addition-Commercial-Plan Review-Fire $0.00 $2.56 IT Surcharge $0.00 $219.10 SMIP (Commercial)$0.00 $84.00 C&D Recycling - UTIL $0.00 $5,457.80 Inspection Fees - Alt/Addition Commercial $0.00 $550.53 Building Plan Rev - Commercial - Moderate $0.00 $3,000.00 Public Art $0.00 $846.90 Alt/Addition-Commercial-Inspection-Fire $0.00 $28.00 Green Building Fee $0.00 $10,931.59 $0.00 Total for Invoice NOT INVOICED Grand Total for Permit $16,154.14 $5,222.55 City of San Luis Obispo Page 1 of 2July 08, 2025 PERMIT DETAILED REPORT (BLDG-1157-2025) City of San Luis Obispo Page 2 of 2July 08, 2025 508 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, July 2, 2025 4:00 PM To:Doobie Coates Cc:Wynn, Eva; Olivia Nagel; Ricardo Hesse Subject:Re: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Hi Eva, Thanks for the call. I've discussed with the clients, and we'll try to give you a call back in a few minutes with more info on the duplicate license & options. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Jun 25, 2025 at 11:47 AM Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Just wanted to follow-up on the Planning/Zoning compliance item, as we're seeing the plan check review comments issued today. The tenant will be using their Type 23 "duplicate license" for a satellite beer tasting room & storage. There will be no beer manufacturing on-site. Does this help resolve the zoning issue, and remain in conformance with the previously approved project? If easier, we can jump on a call to discuss it together. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Jun 17, 2025 at 9:24 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, Thanks for reaching out. 509 We will be operating under a Type 23 ABC license, which will be held by the tenant, Topa Topa Brewing Co. The Type 23 license is a Small Beer Manufacturer (duplicate) license and functions similarly to the Winegrower license in that it allows on-site manufacturing and tasting without converting to a Public Premises (Bar/Tavern) license. As such, we believe Condition 12 can be met with the current building permit application. Please let us know if you need any further clarification. On Jun 16, 2025, at 9:48 PM, Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for reaching out during your review! I have not specifically seen the document attached, but will review. Not sure if Randy as the building owner is previously familiar with it. Is Item 12 stating that it may not be exchanged with ABC, or with the City? The previous permitted use for that portion of the building was for a cidery, which looks like does fall under ABC as winegrower. Do you anticipate any issues with pursuing the Modification process, to change this designation? We can also review the licensing with the potential tenant of that space to see if there are any connections or exceptions with their ABC license. Can you please share that application & process with us so we better understand. I’m currently traveling, thru next Tuesday 6/24. I’ve copied Ricardo & Olivia from our office to assist, but will let Randy respond first. I can follow up with you when I return. Thanks Ryan Sent from my iPhone On Jun 16, 2025, at 12:27 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Randy, 510 I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician <image001.png> Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org <image002.png> <image003.png> <image004.png> <image005.png> <image006.png> Stay connected with the City by signing up for e-notifications <USE-3598-2016 Approval.pdf> 511 From:Ryan Brockett <ryan@brockitecture.com> Sent:Wednesday, June 25, 2025 11:48 AM To:Doobie Coates Cc:Wynn, Eva; Olivia Nagel; Ricardo Hesse Subject:Re: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Follow Up Flag:Follow up Flag Status:Completed Hi Eva, Just wanted to follow-up on the Planning/Zoning compliance item, as we're seeing the plan check review comments issued today. The tenant will be using their Type 23 "duplicate license" for a satellite beer tasting room & storage. There will be no beer manufacturing on-site. Does this help resolve the zoning issue, and remain in conformance with the previously approved project? If easier, we can jump on a call to discuss it together. Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Jun 17, 2025 at 9:24 PM Doobie Coates <highstdeli@gmail.com> wrote: Hi Eva, Thanks for reaching out. We will be operating under a Type 23 ABC license, which will be held by the tenant, Topa Topa Brewing Co. The Type 23 license is a Small Beer Manufacturer (duplicate) license and functions similarly to the Winegrower license in that it allows on-site manufacturing and tasting without converting to a Public Premises (Bar/Tavern) license. As such, we believe Con dition 12 can be met with the current building permit application. 512 Please let us know if you need any further clarification. On Jun 16, 2025, at 9:48 PM, Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for reaching out during your review! I have not specifically seen the document attached, but will review. Not sure if Randy as the building owner is previously familiar with it. Is Item 12 stating that it may not be exchanged with ABC, or with the City? The previous permitted use for that portion of the building was for a cidery, which looks like does fall under ABC as winegrower. Do you anticipate any issues with pursuing the Modification process, to change this designation? We can also review the licensing with the potential tenant of that space to see if there are any connections or exceptions with their ABC license. Can you please share that application & process with us so we better understand. I’m currently traveling, thru next Tuesday 6/24. I’ve copied Ricardo & Olivia from our office to assist, but will let Randy respond first. I can follow up with you when I return. Thanks Ryan Sent from my iPhone On Jun 16, 2025, at 12:27 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Randy, I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” 513 If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician <image001.png> Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org <image002.png> <image003.png> <image004.png> <image005.png> <image006.png> Stay connected with the City by signing up for e-notifications <USE-3598-2016 Approval.pdf> 514 From:Doobie Coates <highstdeli@gmail.com> Sent:Tuesday, June 17, 2025 9:25 PM To:Ryan Brockett Cc:Wynn, Eva; Olivia Nagel; Ricardo Hesse Subject:Re: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Hi Eva, Thanks for reaching out. We will be operating under a Type 23 ABC license, which will be held by the tenant, Topa Topa Brewing Co. The Type 23 license is a Small Beer Manufacturer (duplicate) license and functions similarly to the Winegrower license in that it allows on-site manufacturing and tasting without converting to a Public Premises (Bar/Tavern) license. As such, we believe Condition 12 can be met with the current building permit application. Please let us know if you need any further clarification. On Jun 16, 2025, at 9:48 PM, Ryan Brockett <ryan@brockitecture.com> wrote: Hi Eva, Thanks for reaching out during your review! I have not specifically seen the document attached, but will review. Not sure if Randy as the building owner is previously familiar with it. Is Item 12 stating that it may not be exchanged with ABC, or with the City? The previous permitted use for that portion of the building was for a cidery, which looks like does fall under ABC as winegrower. Do you anticipate any issues with pursuing the Modification process, to change this designation? We can also review the licensing with the potential tenant of that space to see if there are any connections or exceptions with their ABC license. Can you please share that application & process with us so we better understand. I’m currently traveling, thru next Tuesday 6/24. I’ve copied Ricardo & Olivia from our office to assist, but will let Randy respond first. I can follow up with you when I return. 515 Thanks Ryan Sent from my iPhone On Jun 16, 2025, at 12:27 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Randy, I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician <image001.png> Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org <image002.png> <image003.png> <image004.png> <image005.png> <image006.png> Stay connected with the City by signing up for e-notifications <USE-3598-2016 Approval.pdf> 516 From:Ryan Brockett <ryan@brockitecture.com> Sent:Monday, June 16, 2025 12:49 PM To:Wynn, Eva Cc:highstdeli@gmail.com; Olivia Nagel; Ricardo Hesse Subject:Re: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Attachments:USE-3598-2016 Approval.pdf Hi Eva, Thanks for reaching out during your review! I have not specifically seen the document attached, but will review. Not sure if Randy as the building owner is previously familiar with it. Is Item 12 stating that it may not be exchanged with ABC, or with the City? The previous permitted use for that portion of the building was for a cidery, which looks like does fall under ABC as winegrower. Do you anticipate any issues with pursuing the Modification process, to change this designation? We can also review the licensing with the potential tenant of that space to see if there are any connections or exceptions with their ABC license. Can you please share that application & process with us so we better understand. I’m currently traveling, thru next Tuesday 6/24. I’ve copied Ricardo & Olivia from our office to assist, but will let Randy respond first. I can follow up with you when I return. Thanks Ryan Sent from my iPhone On Jun 16, 2025, at 12:27 PM, Wynn, Eva <EWynn@slocity.org> wrote: Hi Ryan and Randy, I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician 517 Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 518 From:Wynn, Eva Sent:Monday, June 16, 2025 12:31 PM To:ricardo@brockitecture.com Subject:FW: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Attachments:USE-3598-2016 Approval.pdf Hi Ricardo, I received Ryan’s bounce back email and am passing this along to you. Thanks! Eva Wynn From: Wynn, Eva Sent: Monday, June 16, 2025 12:27 PM To: ryan@brockitecture.com; highstdeli@gmail.com Subject: 3427 Roberto Ct (BLDG-1157-2025) - Planning Review Hi Ryan and Randy, I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications 519 From:Wynn, Eva Sent:Monday, June 16, 2025 12:27 PM To:ryan@brockitecture.com; highstdeli@gmail.com Subject:3427 Roberto Ct (BLDG-1157-2025) - Planning Review Attachments:USE-3598-2016 Approval.pdf Hi Ryan and Randy, I am reviewing the building permit for 3427 Roberto Ct (BLDG-1157-2025) for compliance with the Zoning Regulations. I want to confirm you have a copy of the Bar/Tavern Use Permit we have on file for 3427 Roberto Ct and are aware of the conditions of approval. Can you please confirm that Condition 12 can be met with the proposed building permit application? “12. This use permit is approved for ABC alcohol designation “Winegrower” and may not be exchanged for the “Public Premises” license type (Bar/Tavern).” If any conditions of approval cannot be met and/or if the applicants seek to make any changes to the conditions, a Modification to the Use Permit can be requested. A Modification is an application process, and I would be happy to provide additional information if requested. Sincerely, Eva Wynn Planning Technician Community Development 919 Palm, San Luis Obispo, CA 93401-3218 E EWynn@slocity.org T 805.781.7172 slocity.org Stay connected with the City by signing up for e-notifications Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 805.781,7170 sl!n;!i}ur�l January 11, 2017 Morgan Murphy 680 Morro Street, Unit B San Luis Obispo, CA 93401 SUBJECT: USE-3598-2016 (3427 Roberto Court, Unit 130) Request to establish a new Bar/Tavern use associated with a cider production facility in an existing building, which includes a 10% bicycle parking reduction in the Manufacturing (M) zone, with a categorical exemption from environmental review. Dear Ms. Murphy: On January 9, 2017, I reviewed your request for an Administrative Use permit to establish a new Bar/Tavern use associated with a cider production facility in an existing building, which includes a 10% bicycle parking reduction in the Manufacturing (M) zone, at 3427 Roberto Court. After careful consideration, I have approved this request, based on the following findings and subject to the following conditions: Findinlis As conditioned, the use will not harm the general health, safety, and welfare of people living or working at the site or in the vicinity because conditions will minimize noise impacts as well as impacts to police resources and the community. 2. The proposed use is compatible with the project site and with existing uses in the vicinity which include offices, auto part sales, restaurant and light manufacturing. Conditions of approval have been adopted to'minimize potential disturbances and criminal activities. 3. As conditioned, the project is consistent with the Zoning Regulations and the 2012 Alcohol Outlet Regulations to reduce public safety issues associated with alcoholic beverage sales, and provide for properly maintained alcohol outlets so that negative impacts generated by these activities are not harmful to the surrounding environment. 4. There is no evidence to indicate that granting a 10% bicycle parking reduction will result in poor on -site circulation or adversely affect the surrounding neighborhood. USE-3598-2016 3427 Roberto Court, Unit 130 Page 2 5. The proposed parking reduction complies with San Luis Obispo Municipal Code Section 17.16.060 because 5 additional bicycle parking spaces are provided on site in lieu of one vehicle parking space. 6. The project is categorically exempt from environmental review (Class 1, Section 15301, Existing Facilities, CEQA Guidelines), because the project incorporates the conversion of a tenant space within an existing structure from one use to another and will not have a significant effect on the environment. Conditions Planning Division A building plan check submittal that is in full conformance with submitted project plans, and incorporating the following conditions of approval, shall be submitted for review and approval of the Community Development Department. A separate, full- size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approval. Reference shall be made in the margin of listed items as to where in plans requirements are addressed. 2. The property owner shall ensure 11 parking spaces are available for the Two Broads Ciderworks use from 5 pm - 10 pm weekdays and from 12 pm -10 pm on the weekends. 3. The property owner shall ensure 8 parking spaces are available for the existing auto repair shop from 8 am - 5 pm weekdays. 4. The property owner shall ensure that any changes to suits 100-120 will be compatible with the operation of Two Broads Ciderworks and the approval of this use permit, including available on -site parking. 5. The proposed outdoor patio shall be no larger than 325 sf. due to parking limitations. 6. The proposed use shall operate in accordance with the submitted project description. The Use Permit shall be reviewed by the Community Development Director for compliance with conditions of approval, or to determine whether a modification of the Use Permit is necessary upon significant change to the business as represented in the applicant's submitted project application materials dated December 19, 2016, or in the event of a change in ownership which may result in deviation from the project description or approved plans. 7. This Use Permit shall be reviewed by the Administrative Hearing Officer if the City receives substantiated written complaints from any citizen, Code Enforcement Officer, or Police Department employee, which includes information and/or evidence supporting a conclusion that a violation of this Use Permit, or of City ordinances, USE-3598-2016 3427 Roberto Court, Unit 130 Page 3 regulations or Police Department resources (calls for service) applicable to the property or the operation of the business, has occurred. At the time of the Use Permit review, to insure on -going compatibility of the uses on the project site, conditions of approval may be added, deleted, modified, or the Use Permit may be revoked. 8. Hours of operation for the proposed Bar/tavern use shall operate between the hours of 5:00 p.m. - 10:00 p.m. weekdays and 12:00 p.m. —10:00 p.m. weekends. The outdoor patio area shall be closed to all patrons no later than 10 p.m. nightly. Changes in the hours of operation shall require an amendment to this use permit or require an additional use permit as determined by the Community Development Director. 9. This Use Permit does not include the review of any exterior modifications, and is limited to the use of the project site. Any new exterior modifications shall be reviewed separately for consistency with the General Plan, Zoning Regulations, Community Design Guidelines. 10. Tables, chairs, and the general floor plan layout shall remain consistent with approved plans and may not be removed or modified for late night operation or special events unless approved by the Community Development Director in advance, or if approved by separate permit. 11. Live or amplified entertainment that meets the definition of a Night Club shall not be allowed at this location without the approval of a Night Club Use Permit. 12. This use permit is approved for ABC alcohol license designation "Winegrower" and may not be exchanged for the "Public Premises" license type (Bar/Tavern). 13. The proposed use shall operate in conformance with the City Noise Ordinance (M.C. Chapter 9.12, Noise Control) to maintain compatibility with the nearby residences and businesses. 14. The site shall be maintained in a neat and orderly manner at all times, to the satisfaction of the Community Development Director. 15. The applicant shall not permit its patrons to leave the licensed premises with any alcoholic beverage or to consume alcoholic beverages on any property adjacent to the licensed premises under the control of the licensee(s). 16. To address complaints and minimize the need for police response to minor issues, an owner or manager shall be on premises at all times, and shall be available to be contacted by a City representative and/or adjacent property owner or tenant. The applicant shall provide and regularly update contact information to the City's Police, Fire, and Community Development Departments and adjacent property owners and tenants, or any interested members of the public. USE-3598-2016 3427 Roberto Court, Unit 130 Page 4 17. The applicant shall maintain and operate a video recording system that records activity at all entrances and exits during all business hours. The video shall be of a quality suitable for later identification of customers and staff. It will be recorded in a manner that may be retrieved and provided to the Police Department immediately upon demand. Video data shall be retained for a minimum of 72 hours or as otherwise required by law. 18. The applicant is responsible at all times for verifying the legal age of patrons, for monitoring patrons' on -site alcohol consumption, and for declining to serve alcohol to patrons who demonstrate signs of intoxication or impairment associated with alcohol consumption, based on training provided to all staff. 19. All employees shall attend ABC LEAD Training or equivalent training, o the satisfaction of the Police Chief. 20. The applicant shall be responsible for on -going security/safety training to accommodate changes in personnel. 21. Business shall be conducted in a manner that will not violate any provisions of the California Alcoholic Beverage Control Act, prohibiting the sale of alcohol to minors (§25658), maintaining the public health, morals, convenience, and safety (§25601); and taking reasonable steps to correct any objectionable conditions on the premises and immediately adjacent to the premises (§24200). 22. The maximum posted occupant load for each space shall not be exceeded at any time. This permit is strictly limited to allow only the occupant load for the premises as approved by the City of San Luis Obispo Fire Department. Occupant loads approved by the City of San Luis Obispo Fire Department shall be posted at all times. 23. Bar area shall be made accessible to persons with disabilities, subject to the approval of the Chief Building Official. 24. The applicant shall defend, indemnify and hold harmless the City and/or its agents, officers and employees from any claim, action or proceeding against the City and/or its agents, officers or employees to attack, set aside, void or annul, the approval by the City of this project, and all actions relating thereto, including but not limited to environmental review ("Indemnified Claims"). The City shall promptly notify the applicant of any Indemnified Claim upon being presented with the Indemnified Claim and City shall fully cooperate in the defense against an Indemnified Claim. Public Works 25. A separate encroachment permit will be required from the Public Works Department for any work or construction staging in the public right-of-way. USE-3598-2016 3427 Roberto Court, Unit 130 Page 5 26. The building plan submittal shall show and note the dimensions and bearings of all property lines and easements. 27. The building plan submittal shall show and note any sections of damaged or displaced curb, gutter, and sidewalk or driveway approach to be repaired or replaced to the satisfaction of the Public Works Department. 28. The building plan submittal shall include a complete site utility plan. All existing and proposed utilities along with utility company meters shall be shown. Existing underground services shall be shown along with any proposed alterations or upgrades. All work in the public right-of-way shall be shown or noted. 29. The building plan submittal shall include a grading, drainage and erosion control plan. The grading plan shall show existing structures and grades located within 15' of the property lines and/or building pad in accordance with the grading ordinance. The plan shall include all existing and proposed grades, finish floor elevations, and spot elevations to depict the site drainage. The plan shall include all existing and proposed drainage devices and systems. Utilities 30. The property's existing sewer lateral to the point of connection at the City main must pass a pipeline video inspection (visual inspection of the interior of the pipeline), including repair or replacement, as part of the project. The pipeline video inspection shall be submitted during the Building Permit Review Process for review and approval by the Utilities Department prior to issuance of a Building Permit. Additional information is provided below related to this requirement: • The pipeline video inspection shall be submitted on USB drive and shall be in color. ■ The inspection shall be of adequate resolution in order to display pipe. ■ Material submitted shall include the project address and a scaled plan of the building and the lateral location to the connection at the City sewer main. • The inspection shall include tracking of the pipeline length (in feet) from the start of the inspection to the connection at the City sewer main. • It is optional ional to provide audio on the report to explain the location, date of inspection, and pipeline condition observations. 31. The project's commercial and residential uses shall be metered separately. All residential units are to be individually metered. 32. If the proposed use includes food preparation, or any type of process discharge, a pre- treatment design shall be provided with the site plan, and a pre-treatment application shall be completed. The pre-treatment application will need to be coordinated with the building department, and the City's Industrial Waste Program Manager. USE-3598-2016 3427 Roberto Court, Unit 130 Page 6 Code Requirement(s) 33. The proposed utility infrastructure shall comply with the latest engineering design standards in effect during the time a building permit is obtained, and shall have reasonable alignments and clearances needed for maintenance. 34. A double detector check -valve assembly is required per engineering design standard 6420. Natural Resources 35. Applicants shall plant two native riparian trees (sycamore or cottonwood) at the top of the creek bank to the satisfaction of the Natural Resources Manager. My decision is final unless appealed. The applicant may appeal the determination of consistency with the code to the Architectural Review Commission within 10 days of the action. The fee for filing an appeal is $281 and must accompany the appeal documentation. If you have any questions, or if you need additional information, please contact Januar Saptono at (805) 781-7573. Sincerely, Doug Davidson, AICP Deputy Director Development Review Community Development cc: Maggie Przybylski 680 Morro Street, Unit B San Luis Obispo, CA 93401 Love Architecture Donald Love 11313 Cuervo Way Atascadero, CA 93422 Maksoudian, David & Lisa Family Trust 474 Sandercock Street San Luis Obispo, CA 93401 520 From:Building <building@slocity.org> Sent:Tuesday, May 27, 2025 8:59 AM To:Permit Center Subject:RE: Regarding BLDG-1157-2025 (3427 Roberto Ct) Thank you, Jesica! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Permit Center <permitcenter@tncservices.com> Sent: Tuesday, May 27, 2025 8:56 AM To: Building <building@slocity.org> Subject: Re: Regarding BLDG-1157-2025 (3427 Roberto Ct) Hi Erin, No problem, thank you 덞덛덟덜덝 We have put this in for review. Jesica Miner Lead Project Coordinator True North Compliance Services, Inc. Solana Beach | Long Beach | Redwood City P: (562) 733-8030 From: Building <building@slocity.org> Sent: Thursday, May 22, 2025 4:59 PM To: Permit Center <permitcenter@tncservices.com> Subject: RE: Regarding BLDG-1157-2025 (3427 Roberto Ct) Hi there! 521 If you are assigned to fire, it is a fire review. You can ignore the work class and just refer to the review you are assigned. 뇤눎눐눑눒눏 Hope this helps! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Permit Center <permitcenter@tncservices.com > Sent: Thursday, May 22, 2025 4:49 PM To: Building <building@slocity.org> Subject: Re: Regarding BLDG-1157-2025 (3427 Roberto Ct) Hi Erin, Is this a Building review or a Fire review? The scope of work says Commercial TI but on the Energov it says Fire (True North) - (see screenshots below) I just want to make sure I route this to the correct Plan Checker 덞덛덟덜덝 Jesica Miner Lead Project Coordinator True North Compliance Services, Inc. Solana Beach | Long Beach | Redwood City P: (562) 733-8030 522 From: Permit Center <permitcenter@tncservices.com > Sent: Thursday, May 22, 2025 4:37 PM To: Building <building@slocity.org> Subject: Re: Regarding BLDG-1157-2025 (3427 Roberto Ct) Hi Erin, No problem just wanted to make sure 덞덛덟덜덝 Jesica Miner Lead Project Coordinator True North Compliance Services, Inc. Solana Beach | Long Beach | Redwood City P: (562) 733-8030 From: Building <building@slocity.org> Sent: Thursday, May 22, 2025 3:34 PM To: Permit Center <permitcenter@tncservices.com> Subject: RE: Regarding BLDG-1157-2025 (3427 Roberto Ct) Good afternoon, Yes, this is meant for your team to complete the Fire review. I think my coworker forgot to send the email; I apologize for any confusion! Thank you for reaching out to confirm, it is much appreciated! Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Permit Center <permitcenter@tncservices.com > Sent: Thursday, May 22, 2025 1:05 PM 523 To: Building <building@slocity.org> Subject: Regarding BLDG-1157-2025 (3427 Roberto Ct) Hello, I just noticed BLDG-1157-2025 is our list for review. I did not receive the submittal email so I just wanted to confirm this review is intended for True North before I put this in for review 덞덛덟덜덝 Thank You, Jesica Miner Lead Project Coordinator True North Compliance Services, Inc. Solana Beach | Long Beach | Redwood City P: (562) 733-8030 533 From:Oetzell, Walter Sent:Wednesday, May 21, 2025 9:21 AM To:Wynn, Eva Subject:Permit Review Assignment: BLDG-1157-2025 (3427 Roberto) Attachments:USE-3598-2016 (3427 Roberto Court) APPROVAL (9).pdf Follow Up Flag:Follow up Flag Status:Completed Hi Eva, At Tyler’s request, review of permit application BLDG-1157-2025, “TI including a tasting room and cider production area” at 3427 Robert Court, is assigned to you. The business operates under a Use Permit approved in 2016 (USE-3598-2016). Appears that it expanded in 2019- 2021 under permit BLDG-3651-2019. Current plans show further expansion, so Director should consider whether the operation has changed significantly, such that Use Permit modification would be needed. Enjoy! Walter Oetzell Assistant Planner Community Development Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E woetzell@slocity.org T 805.781.7593 slocity.org Stay connected with the City by signing up for e-notifications 534 From:Stowe, Lala Sent:Wednesday, May 14, 2025 3:37 PM To:Chris Murphy Cc:Finn Burke Subject:Re: [murphyse] Contact - new submission Hi Chris and Finn, Tomorrow is great, I can do 9 am or 10 am. Otherwise, I have more availability on Friday. Thank you, Lala Stowe pronouns she/her/hers Supervising Administrative Assistant Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E lstowe@slocity.org T 805.783.7870 slocity.org Stay connected with the City by signing up for e-notifications From: Chris Murphy <chris@murphyse.com> Sent: Wednesday, May 14, 2025 3:08 PM To: Stowe, Lala <lstowe@slocity.org> Cc: Finn Burke <finnb@murphyse.com> Subject: Re: [murphyse] Contact - new submission Hi Lala, Thanks for finding the info. Can one of us come down this afternoon, or some time tomorrow? Thanks Chris Murphy, SE Principal Murphy Structural Engineers, Inc. Murphyse.com Office: 1500 Palm, Suite C Mailing: 793 E. Foothill Blvd A-191 535 San Luis Obispo, CA 93405 P: 805-748-3693 E: chris@murphyse.com On Wed, May 14, 2025 at 10:49 AM Lala Stowe <reply-to+713dee32d54d@wixforms.com> wrote: Lala Stowe just submitted your form: Contact on murphyse Message Details: Name: Lala Stowe Email: lstowe@slocity.org Subject: 3427 Roberto Court Message: Hi, Finn came by my office yesterday looking for information on 3427 Roberto. I wrote his email down incorrectly, but was able to locate some plans on microfiche. Please have him contact me to set a time for him to come by and view them . If you think this submission is spam, report it as spam. To edit your email settings, go to your Inbox on desktop. 536 From:Stowe, Lala Sent:Wednesday, May 14, 2025 10:44 AM To:fburke@murphyse.com Subject:3427 Roberto Court Hi Finn, I found some old plans and permits on microfiche that may have the info you're looking for. Let me know a good time you're free to come over and view them. I also found a digital plan set that may be helpful also. Thank you, Lala Stowe pronouns she/her/hers Supervising Administrative Assistant Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E lstowe@slocity.org T 805.783.7870 slocity.org Stay connected with the City by signing up for e-notifications 537 From:Doobie Coates <highstdeli@gmail.com> Sent:Friday, April 4, 2025 7:56 AM To:Sheats, Steven Cc:Otte, Freddy Subject:Re: 3427 Roberto Ct. Sounds good to me! Thank you On Fri, Apr 4, 2025 at 7:49 AM Sheats, Steven <ssheats@slocity.org> wrote: Understood, thank you! I don’t think a sketch or anchor is necessary. I don’t see a problem with something similar to the proposed. I’ll let Freddy chime in if he feels differently but I think it would be acceptable. Thanks, Steve Sheats Code Enforcement Officer Interim Code Enforcement Supervisor Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E ssheats@slocity.org T 805.783.7841 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, April 4, 2025 7:46 AM To: Sheats, Steven <ssheats@slocity.org> Cc: Otte, Freddy <fotte@slocity.org> Subject: Re: 3427 Roberto Ct. Steve thanks for the quick reply! 538 I’ll sketch something up but here’s a few photos of examples. We’d design something but this gets the idea across. I did something similar at my house. I don’t think we need to anchor them as the are really heavy, especially when planted. But we could come up with a simple anchor. On Apr 4, 2025, at 7:34 AM, Sheats, Steven <ssheats@slocity.org> wrote: Hi Doobie, Do you have a sketch or other rendering as to what you are proposing? What would be the anchor when they are in place vs how they are removable? 539 Thanks, Steve Sheats Code Enforcement Officer Interim Code Enforcement Supervisor <image001.png> Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E ssheats@slocity.org T 805.783.7841 slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Friday, April 4, 2025 6:44 AM To: Sheats, Steven <ssheats@slocity.org> Subject: Re: 3427 Roberto Ct. Subject: Request to Proceed with Alternative Barrier and Back Fence Completion Hi Steve , 540 I have a solution I’d like to move forward with instead of installing a fence along the creek side. I’m planning to place removable raised planters to act as a visual and functional barrier. This won’t impact the creek setback in any way. With that in mind, am I allowed to complete the back fence? My landscapers are about to move on to another job, so if they can wrap this up beforehand, it would be a big help. Please advise when you have a moment. Best, On Apr 2, 2025, at 12:43 PM, Doobie Coates <highstdeli@gmail.com> wrote: Hey Steven, <Screen Shot 2025-04-02 at 12.38.14 PM.png> Great, thanks for looking into that! I may come down later on. I’m not sure what was on the plans versus what was originally there, but here’s a picture of the fence posts I’m referring to. We maintained the same setback as the previous installation. On Wed, Apr 2, 2025 at 9:08 AM Sheats, Steven <ssheats@slocity.org> wrote: Good morning Doobie, I’m actually looking at the previous plans right now. They were approved 12/3/19. You are able to come in and look at them, but I am not allowed to send them as they are copy written. That being said it does show a landscaping plan that includes the required 20’ setback from the creek bank and using permeable pavers at the patio, with flatwork only after the setback. No fence is shown on the plans. 541 I’m cc’ing Freddy, our City Biologist so he can jump in once he’s made his determination. If you’d like to come in and look at the plans on our screens let me know and we can set an appointment. Thanks, Steve Sheats Code Enforcement Officer Interim Code Enforcement Supervisor <image001.png> Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E ssheats@slocity.org T 805.783.7841 slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Wednesday, April 2, 2025 7:55 AM To: Sheats, Steven <ssheats@slocity.org> Subject: 3427 Roberto Ct. This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Steve, 542 Thanks for the call yesterday. I’ve reached out to my former tenants to request a PDF of their tenant improvements, which I believe took place in 2018. Unfortunately, I don’t have a copy myself, and we didn’t part on the best terms, but I’ll see if they respond. I do know their plans were approved, and we did not extend beyond the boundary of their fencing. They also had a planter bed in the exact same location, with non- native plants. We used their existing post holes to avoid encroaching further on the creek. Their cider house was fully approved by the city, with plans submitted and accepted. We are currently in the planning phase for our brewery/eatery and expect to submit plans in the next few weeks. I can include this new fence in our submission, but I didn’t think landscaping would be something that required waiting for the remodel approval. Please let me know how we should proceed with the current landscaping. I’ll keep you posted if I receive the old plans from the previous tenants. Thanks, -- R DOOBIE COATES <image005.png> highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES <image006.png> highstdeli@gmail.com www.highstdeli.com 543 -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 544 From:Doobie Coates <highstdeli@gmail.com> Sent:Wednesday, April 2, 2025 12:44 PM To:Sheats, Steven Subject:Re: 3427 Roberto Ct. Hey Steven, Great, thanks for looking into that! I may come down later on. I’m not sure what was on the plans versus what was originally there, but here’s a picture of the fence posts I’m referring to. We maintained the same setback as the previous installation. On Wed, Apr 2, 2025 at 9:08 AM Sheats, Steven <ssheats@slocity.org> wrote: Good morning Doobie, I’m actually looking at the previous plans right now. They were approved 12/3/19. You are able to come in and look at them, but I am not allowed to send them as they are copy written. That being said it does show a landscaping plan that includes the required 20’ setback from the creek bank and using permeable pavers at the patio, with flatwork only after the setback. No fence is shown on the plans. 545 I’m cc’ing Freddy, our City Biologist so he can jump in once he’s made his determination. If you’d like to come in and look at the plans on our screens let me know and we can set an appointment. Thanks, Steve Sheats Code Enforcement Officer Interim Code Enforcement Supervisor Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E ssheats@slocity.org T 805.783.7841 slocity.org Stay connected with the City by signing up for e-notifications From: Doobie Coates <highstdeli@gmail.com> Sent: Wednesday, April 2, 2025 7:55 AM To: Sheats, Steven <ssheats@slocity.org> Subject: 3427 Roberto Ct. This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Steve, Thanks for the call yesterday. I’ve reached out to my former tenants to request a PDF of their tenant improvements, which I believe took place in 2018. Unfortunately, I don’t have a copy myself, and we didn’t part on the best terms, but I’ll see if they respond. I do know their plans were approved, and we did not extend beyond the boundary of their fencing. They also had a planter bed in the exact same location, with non-native plants. We used their existing post holes to avoid 546 encroaching further on the creek. Their cider house was fully approved by the city, with plans submitted and accepted. We are currently in the planning phase for our brewery/eatery and expect to submit plans in the next few weeks. I can include this new fence in our submission, but I didn’t think landscaping would be something that required waiting for the remodel approval. Please let me know how we should proceed with the current landscaping. I’ll keep you posted if I receive the old plans from the previous tenants. Thanks, -- R DOOBIE COATES highstdeli@gmail.com www.highstdeli.com -- R DOOBIE COATES To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. highstdeli@gmail.com www.highstdeli.com 547 From:SLO <noreply@user.govoutreach.com> Sent:Monday, March 24, 2025 10:40 AM To:Mezzapesa, John Subject:Ask SLO Notification of Message About Request #: 10959 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. The requestor added the following information to Request # 10959 Message: Hello! I wanted to check in if there were anything updates on this request. Thank you! Request Information Request type: Problem Request area: Creek Regulations Citizen name: Description: I was at SLO cider when I noticed a pretty significant amount of changes to the riparian zone next store at 3427 Roberto Ct #100. I didn’t want to enter the property but at least from what I remember from the site, most changes are at the far northeastern corner of the property. At least an elderberry seems to be missing and possibly some removal of willows. I included two pics of the site from yesterday and four pics of the site previously. I work in the environmental field and I have to get permits to remove vegetation especially in sensitive habitats like the riparian zone. I would hope that this landowner has gone through the proper steps to receive a permit to do this work. I would like the City to check in on this to make sure environmental harm is not being conducted without proper permits. Please feel free to contact me if you have any more questions. Thanks for your time for review and consideration. Assigned to: Steven Sheats Click here to access the request Note: This message is for notification purposes only. Please do not reply to this email. Email replies are not monitored and will be ignored. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 549 From:SLO <noreply@user.govoutreach.com> Sent:Wednesday, March 5, 2025 8:40 AM To:Mezzapesa, John; Buckley, Nick; dliddell@slocity.org; ABertucc@slocity.org Subject:Ask SLO Notification of new Creek Regulations Request #10959 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Request # 10959 from the Government Outreach System has been assigned to Code Enforcement. Request type: Problem Request area: Creek Regulations Citizen name: Description: I was at SLO cider when I noticed a pretty significant amount of changes to the riparian zone next store at 3427 Roberto Ct #100. I didn’t want to enter the property but at least from what I remember from the site, most changes are at the far northeastern corner of the property. At least an elderberry seems to be missing and possibly some removal of willows. I included two pics of the site from yesterday and four pics of the site previously. I work in the environmental field and I have to get permits to remove vegetation especially in sensitive habitats like the riparian zone. I would hope that this landowner has gone through the proper steps to receive a permit to do this work. I would like the City to check in on this to make sure environmental harm is not being conducted without proper permits. Please feel free to contact me if you have any more questions. Thanks for your time for review and consideration. Location: 3427 Roberto Ct, San Luis Obispo Expected Close Date: March 8, 2025 Click here to access the request Note: This message is for notification purposes only. Please do not reply to this email. Email replies are not monitored and will be ignored. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 550 From:Otte, Freddy Sent:Tuesday, March 4, 2025 4:32 PM To:SLO Subject:RE: Ask SLO Message About Request #: 10917 [2107743O2107655] Hey Steve. I couldn’t access the AskSLO pictures. Send me a link or just the pictures and we can go check it out next week as needed. Thanks and happy Tuesday! Freddy From: SLO <sanluisobispoca@user.govoutreach.com> Sent: Tuesday, March 4, 2025 4:04 PM To: Otte, Freddy <fotte@slocity.org> Subject: Ask SLO Message About Request #: 10917 [2107743O2107655] This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. ---Enter your reply above this line--- Message from employee: Steven Sheats sent you this message about Request # 10917 Reply to this email to send any comments or message back to the sender. Message: Hey Freddy, I was able to get out there. Check out the attached photos at your convenience. It looks like they did some work on the embankment and they have some mulch that could easily make its way into the creek with some wind/water. I'm happy to follow up with the owner but wanted to see if you have additional input or thoughts. I'm not sure if you'll need them to do any work that they'll need to be advised of. Thanks! Steve Request Information Request type: Problem Request area: Creek Regulations Requestor name: Assigned To: Steven Sheats Description: There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Location: 3427 Roberto Court 551 Expected Close Date: March 4, 2025 Click here to access the request 552 From:SLO <sanluisobispoca@user.govoutreach.com> Sent:Tuesday, March 4, 2025 4:04 PM To:Otte, Freddy Subject:Ask SLO Message About Request #: 10917 [2107743O2107655] This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. ---Enter your reply above this line--- Message from employee: Steven Sheats sent you this message about Request # 10917 Reply to this email to send any comments or message back to the sender. Message: Hey Freddy, I was able to get out there. Check out the attached photos at your convenience. It looks like they did some work on the embankment and they have some mulch that could easily make its way into the creek with some wind/water. I'm happy to follow up with the owner but wanted to see if you have additional input or thoughts. I'm not sure if you'll need them to do any work that they'll need to be advised of. Thanks! Steve Request Information Request type: Problem Request area: Creek Regulations Requestor name: Assigned To: Steven Sheats Description: There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Location: 3427 Roberto Court Expected Close Date: March 4, 2025 Click here to access the request To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 553 From:Otte, Freddy Sent:Tuesday, March 4, 2025 8:26 AM To:SLO Subject:RE: Ask SLO Message About Request #: 10917 [2107743O2107655] Good morning Sir and happy Tuesday. I am pretty booked today so if you get out there, lemme know or maybe next week would be better for me. Thank you!! Freddy From: SLO <sanluisobispoca@user.govoutreach.com> Sent: Tuesday, March 4, 2025 8:13 AM To: Otte, Freddy <fotte@slocity.org> Subject: Ask SLO Message About Request #: 10917 [2107743O2107655] This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. ---Enter your reply above this line--- Message from employee: Steven Sheats sent you this message about Request # 10917 Reply to this email to send any comments or message back to the sender. Message: Hey Freddy, Just wanted to put this one on your radar. I will likely swing by today to check it out. If you have availablity, we can schedule. Thanks! Steve Request Information Request type: Problem Request area: Creek Regulations Requestor name: Assigned To: Code Enforcement Description: There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Location: 3427 Roberto Court Expected Close Date: March 4, 2025 554 Click here to access the request 555 From:SLO <sanluisobispoca@user.govoutreach.com> Sent:Tuesday, March 4, 2025 8:13 AM To:Otte, Freddy Subject:Ask SLO Message About Request #: 10917 [2107743O2107655] This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. ---Enter your reply above this line--- Message from employee: Steven Sheats sent you this message about Request # 10917 Reply to this email to send any comments or message back to the sender. Message: Hey Freddy, Just wanted to put this one on your radar. I will likely swing by today to check it out. If you have availablity, we can schedule. Thanks! Steve Request Information Request type: Problem Request area: Creek Regulations Requestor name: Assigned To: Code Enforcement Description: There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Location: 3427 Roberto Court Expected Close Date: March 4, 2025 Click here to access the request To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 556 From:SLO <noreply@user.govoutreach.com> Sent:Saturday, March 1, 2025 11:16 PM To:Mezzapesa, John; Buckley, Nick; dliddell@slocity.org; ABertucc@slocity.org Subject:Ask SLO Notification of new Creek Regulations Request #10917 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Request # 10917 from the Government Outreach System has been assigned to Code Enforcement. Request type: Problem Request area: Creek Regulations Citizen name: Description: There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Location: 3427 Roberto Court Expected Close Date: March 4, 2025 Click here to access the request Note: This message is for notification purposes only. Please do not reply to this email. Email replies are not monitored and will be ignored. To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 1 Subject:First Check on Plan Reviews Start:Wed 5/21/2025 8:45 AM End:Wed 5/21/2025 9:15 AM Recurrence:(none) Organizer:Oetzell, Walter Categories:Finished, _2 Plan Check Call Handling Mode 2:2 BLDG-1153-2025 (379 Albert) This is for a project we completed a few years back, but we moved the laundry to the outside during construction. The city is aware of the work we did, but there was never an official sign-off. Submitting plans so we can final sign off. BLDG-1157-2025 (3427 Roberto Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas 1 Subject:BLDG-1157-2025 (3427 Roberto) review due Start:Fri 6/13/2025 12:00 AM End:Sat 6/14/2025 12:00 AM Show Time As:Free Recurrence:(none) Organizer:Wynn, Eva Call Handling Mode 2:1 https://eplapp1.slocity.org/energov_prod/managepermit/#/permit/6d47b9f6-a0dd-4c31-9258-12ba7c2904ca/summary 1 Subject:Building Permit Application Requires Resubmittal Location:Microsoft Teams Meeting Start:Wed 8/13/2025 2:00 PM End:Wed 8/13/2025 3:00 PM Show Time As:Tentative Recurrence:(none) Meeting Status:Not yet responded Organizer:McCaffrey, Seano Required Attendees:Ryan Brockett Optional Attendees:Doobie Coates; Olivia Nagel Call Handling Mode 2:2 I invited everyone on the email thread just in case the owners wanted to join in. ________________________________________________________________________________ Microsoft Teams Need help? Join the meeting now Meeting ID: Dial in by phone +1 209-645-4165,,834618074# United States, Stockton Find a local number Phone conference ID: For organizers: Meeting options | Reset dial-in PIN ________________________________________________________________________________ _____________________________________________ From: Ryan Brockett <ryan@brockitecture.com> Sent: Wednesday, August 13, 2025 9:14 AM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Seano, 2 Thanks for your quick review & response. I'm also available between those times. Can you send me a Teams meeting link for 2pm, or any other time that works best for you? Then we can review those remaining comments together. I just watched the code clip you sent, and it seems like the physical separation can be taken care of with either a horizontal or vertical separation. With vertical suggested as a 4" curb instead of a metal rail, which becomes problematic with cars running into them. It seems that the detectable warnings are acceptable as the horizontal separation per Exception 4, and thus shouldn't need a hardship waiver. See quick sketch below showing the layout of the warnings, which reduces driveway width to 14'-7", which is still larger than the minimum 12' for 1-way commercial driveway traffic. This project was previously designed as just 1-way, given the existing curb cut and driveway are less than the 24' required for 2-way traffic. However, it does seem that if the detectable warnings OR vertical curb separation would negatively impact the vehicular traffic, then perhaps applying for the waiver would allow us to reduce the extent of these warnings...maybe just adding them instead to the portion of the building closest to the exterior doors/egress, where the parking lot becomes wider? Thanks, Ryan Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Wed, Aug 13, 2025 at 7:30 AM McCaffrey, Seano <smccaffrey@slocity.org> wrote: Ryan, 3 I’m open this afternoon from 2-4 if you would like to get on a teams call to review comments and also this specific requirement. This will allow us to share the plans and make corrections in real time. The truncated domes due work as shown below as it’s a prescriptive fix when you can’t get the raised path. This new code requirement put in 6 years ago is a struggle to accomplish for sites like this as the site arrival points go right thru the parking lot and I have no exemption to waive this specific requirement that I’m aware of. The issue I see with this design is that the truncated domes encroach into the driveway minimum width. My interpretation of the code it does not prohibit the use of a different type of physical barrier if you cannot get the 4” raised path and have approved railings in the past for this exact situation. See this YouTube video and you can speed up the 12 minutes. https://www.youtube.com/watch?v=zKxL-j-k1yk I believe whatever is proposed a hardship waiver will have to be developed to show compliance with the code to the maximum extent possible for this existing site. From: Ryan Brockett <ryan@brockitecture.com> Sent: Tuesday, August 12, 2025 5:23 PM To: McCaffrey, Seano <smccaffrey@slocity.org> Cc: Doobie Coates <highstdeli@gmail.com>; Olivia Nagel <olivia@brockitecture.com> Subject: Re: Building Permit Application Requires Resubmittal Hi Sean, Thanks for your previous reviews at 3427 Roberto Ct, BLDG-1157-2025. We just received plan check comments back, and have already started the coordination with our design team to quickly turn these around to you. I've cc'd the building owner/client, as we really want to get this permit approved quickly for construction schedules, etc. The biggest item that we're stumbling on is the requirement for "physical separation" at vehicle traffic. It looks like per 11B-250.1 Exception 4, we would be allowed to provide detectable warnings in lieu of the raised sidewalk (which wouldn't work anyways since the existing doors are at level with the existing parking lot). Therefore, would you accept a 36" strip of detectable warnings per 11B-705.1.1 placed outside of the 4' minimum exterior path of travel adjacent to the building? This would run the full length of the building out to the front sidewalk access thru existing ramp which starts on grade with the parking lot. See diagram below. 4 Or, would a physical pipe rail be allowed as the separation? We didn't see this option in the code, or exception. If easier, do you have some time tomorrow to jump on a quick call to discuss? Thanks, Ryan 5 Ryan Brockett AIA LEED AP Brockett Architects / Interiors direct 805 / 801 1232 On Tue, Aug 12, 2025 at 1:25 PM <noreplye@slocity.org> wrote: Dear Applicant, Your building permit application BLDG-1157-2025 has been reviewed for code compliance and further information is required. Please review the attached report for items that need to be addressed. A response if required for all Mark-ups, Corrections, and Recommendations. Responses for each comment can be submitted online, or you may create a comment response report that can be submitted as a PDF. Once you are ready, please resubmit all requested documents and responses by logging on to the Citizen Access portal at infoslo.slocity.org. Sincerely, SLO City Building and Safety Staff 1 Subject:Invitation: 3427 Roberto Ct TI Call @ Mon Jan 12, 2026 11am - 11:30am (PST) (ewynn@slocity.org) Location:https://meet.google.com/zjb-nroh-xjb Start:Mon 1/12/2026 11:00 AM End:Mon 1/12/2026 11:30 AM Show Time As:Tentative Recurrence:(none) Organizer:Ryan Brockett Join with Google Meet Meeting link Join by phone (US) +1 513-464-9759 PIN: More phone numbers When Monday Jan 12, 2026 ⋅ 11am – 11:30am (Pacific Time - Los Angeles) Guests Ryan Brockett - organizer ewynn@slocity.org highstdeli@gmail.com Olivia Nagel View all guest info Reply for ewynn@slocity.org Yes No Maybe More options Invitation from Google Calendar You are receiving this email because you are an attendee on the event. Forwarding this invitation could allow any recipient to send a response to the organizer, be added to the guest list, invite others regardless of their own invitation status, or modify your RSVP. Learn more