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PRR26426 - 3427 Roberto Combined Dept Records
Assigned Date 07/14/2025 Assigned EmployeeRyan Brockett Architect Inc Address BOAddress AC104 S. MAIN ST UNIT B TEMPLETON CA 93465 Address CertifiedAddress PCAddress OTAddress RPAddress RQAddress TOAddress POAddress BC Establishment NameHigh Street Market & Deli Plan StatusAP - Approved Service Request IDSR0021009 Assigned EmployeeRyan Brockett Architect Inc Received Date06/05/2025 Employee Number (805) 781-5546 Employee Emailkhewitt@co.slo.ca.us Contact Name Kerstin Hewitt Job title Inspector First Name Last Name contact AllRandy Coates Address BC 13427 Roberto Ct San Luis Obispo CA 93401 Address PO 1Address TO 1Address RQ 1Address RP 1Address OT 1Address PC 1Address Certified 1Address AC 1Address BO 1 Approval Conditions-Please consider the following code requirement: 113984. Food preparation area, protection from contamination (a) Adequate and suitable counter space shall be provided for all FOOD PREPARATION operations. (b) Except as specified in subdivision (c), FOOD PREPARATION shall be Approval ConditionsPREPARATION operations. (b) Except as specified in subdivision (c), FOOD PREPARATION shall be conducted within a fully enclosed FOOD FACILITY. - The service window in the kitchen can be a large one provided the openable part consists of either on or two code compliant ones as per section below: 114259.2. Pass-thru window service openings Pass-thru window service openings shall be limited to 216 square inches each. The service openings shall not be closer together than 18 inches. Each opening shall be provided with a solid or screened window, equipped with a self closing device. Screening shall be at least 16 mesh per square inch. Pass-thru windows of up to 432 square inches are APPROVED if equipped with an air curtain device. The counter surface of the service openings shall be SMOOTH and EASILY CLEANABE. 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 Community Development Department Building and Safety Division 919 Palm Street, San Luis Obispo, CA 93401, 805.781-7180 sloci:cy.org Request for Design Revision or a Deferred Submittal to City Approved Plans Revision fee required at time of submittal for both revisions and deferred submittals Proiect Address: Original Permit# Contact Person: I Email: □Plan Revision □ Deferral □ Truss Calculations □ Shoo Drawings □ Fire Sprinkler/ Alarm Revision □ Other Check all three boxes2 l'.es or no: Square footage added, removed, or changed in use? YES□NO□ Number of stories changed including basements and mezzanines? YES □NO□ Occupancy or occupant load changed? YES□NO□ If YES to any of the questions above, please submit a Construction Permit Application, this is not a Revision. Provide a detailed description of all proposed changes (list all changes separately use additional sheets if needed): 1. 2. 3. 4. Proposed Changes Submitted Bv: Phone: Date: OFFICE USE ONLY APPlication Number: #Plans □# Energy □ Date: # Structural Cales □# Soils Reports □ Received By: # Soecs □# Truss Cales □ Permit No.: Other: Per Planning request, submitting revision showing operational change from proposed beer tasting to spirits tasting. Showing proposed distilling system equipment to replace portable brewing equipment. Labels & notations updated on plans to "spirits tasting" where shown Changes to equipment proposed at previous bar area such as sinks, back bar coolers, ice machine, ice bin, liquor display, froster/hiller, etc, see A2.3 Ryan Brockett, Brockett Architects/Interiors 805-400-3025 2/19/26 3427 Roberto Ct BLDG-1157-2025 Ryan Brockett ryan@brockitecture.com 4 4 4 4 Olivia Nagel <olivia@brockitecture.com> Review Status PLREV-0096-2026 at 3427 Roberto Ct Kerstin Hewitt <khewitt@co.slo.ca.us>Thu, Apr 23, 2026 at 10:28 AM To: Ryan Brockett <ryan@brockitecture.com>, "Nichols, Vanessa" <vnichols@slocity.org>, "Nelson, Trevor" <tnelson@slocity.org>, "McCaffrey, Sean" <smccaffrey@slocity.org>, Eva Wynn <EWynn@slocity.org> Cc: Olivia Nagel <olivia@brockitecture.com>, Doobie Coates <highstdeli@gmail.com>, building <building@slocity.org> This email serves to confirm sign off for the resubmittal for the project referenced above. Please call for opening inspection once the project has finished construction and is cleaned and sanitized. Many thanks, 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: Ryan Brockett <ryan@brockitecture.com> Sent: Monday, April 20, 2026 15:18 To: Nichols, Vanessa <vnichols@slocity.org>; Nelson, Trevor <tnelson@slocity.org>; McCaffrey, Sean <smccaffrey@slocity.org>; Eva Wynn <EWynn@slocity.org>; Kerstin Hewitt <khewitt@co.slo.ca.us> Cc: Olivia Nagel <olivia@brockitecture.com>; Doobie Coates <highstdeli@gmail.com>; building <building@slocity.org> Subject: [EXT]Review Status PLREV-0096-2026 at 3427 Roberto Ct ATTENTION: This email DID NOT originate from County Staff. 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If you received this in error, please contact the sender and delete the material from any computer. 5/11/26, 5:34 PM BROCKITECTURE Mail - Review Status PLREV-0096-2026 at 3427 Roberto Ct https://mail.google.com/mail/u/0/?ik=1ac9456c73&view=pt&search=all&permmsgid=msg-f:1863283205688233758&simpl=msg-f:1863283205688233758 1/1 City of San Luis Obispo, Community Development, 919 Palm Street, San Luis Obispo, CA, 93401-3218, 805.781.7170, slocity.org April 14, 2026 Sent via Email Randy “Doobie” Coates High St Deli 3427 Roberto Ct San Luis Obispo, CA 93401 SUBJECT: MOD-0028-2026 (3427 Roberto Ct) - Request to modify a bar/tavern use permit (USE-3598-2016) to extend hours of operation for the tasting room, revise conditions to allow a small-scale craft distillery, and remove parking conditions that no longer apply to the site. This project is categorically exempt from environmental review under Section 15301 (Existing Facilities) of the State California Environmental Quality Act Guidelines. Dear Randy Coates, On April 13, 2026, I conducted a public hearing on your request to modify a Minor Use Permit to extend hours of operation for the tasting room, revise conditions to allow a small-scale craft distillery, and remove parking conditions that no longer apply to the site. After reviewing the information presented, I approved your request, based on the following findings and subject to the following conditions of approval: Findings 1. The project is consistent with the General Plan and Zoning regulations because modifications to the bar/tavern is allowed when approved with a Use Permit. Additionally, the design, location, size, and operating characteristics of the project will be compatible with existing and future land uses in the vicinity because the proposed modifications would not provide additional accessory tasting area for an existing production use and is compatible with neighboring manufacturing, cider production and tasing, and residential uses. 2. The project is consistent with the Zoning Regulations and the 2012 Alcohol Outlet Regulations because required conditions of approval are included that have been identified to reduce public safety concerns 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. 3. As conditioned, the site is physically suitable in terms of (a) its design, location, shape, size, and operating characteristics of the proposed modifications, (b) traffic generation and provision of public and emergency vehicle (e.g., fire and medical) access, (c) public protection services (e.g., fire protection, police protection, etc.), and (d) the provision of utilities (e.g., potable water, schools, solid waste collection and disposal, storm drainage, wastewater collection, treatment, and disposal). The project site is surrounded by other developed MOD-0028-2026 3427 Roberto Court Page 2 properties, has access to the City’s circulation system, and will be served by existing utility services. Additionally, the project is sufficiently served by both vehicle and bicycle parking onsite, will provide additional plantings along the top of bank, and does not include activities that generate service or utility demands beyond those anticipated with uses permitted in the vicinity. 4. 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 potential impacts such as noise consistent with the limitations established under the City’s Noise Ordinance as well as impacts to police resources and the community. 5. The proposed use is compatible with the project site and with existing uses in the vicinity which include offices, food preparation, cider tasting, and other light manufacturing uses. Conditions of approval have been adopted to minimize potential disturbances and criminal activities. 6. The existing 10% parking reduction is maintained because 5 additional bicycle parking spaces are provided on site in lieu of one vehicle parking space, consistent with San Luis Obispo Municipal Code Section 17.16.060. 7. The project is categorically exempt under Class 1, Existing Facilities; Section 15301 of the State California Environmental Quality Act (CEQA) Guidelines, because the project consists of the modification of hours of operation for businesses within an existing building located within an urbanized area and will not have a significant effect on the environment. Conditions The conditions included with approval of this request (MOD-0028-2026) will supersede the conditions in the previously approved Minor Use Permit (USE-3598-2016) which established the bar/tavern use in the Manufacturing zone at 3427 Roberto Court. Planning Division 1. 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 that any changes to suites 100-110 will be compatible with the operation of the bar/tavern use and the approval of this use permit, including available on- site parking. 3. The proposed outdoor patio shall be no larger than 325 sf. due to parking limitations. 4. 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 MOD-0028-2026 3427 Roberto Court Page 3 application materials dated March 27, 2026, or in the event of a change in ownership which may result in deviation from the project description or approved plans. 5. If the City receives substantiated evidence supporting the conclusion that a violation of this Use Permit, or of City ordinances has occurred; and if the Community Development Director determines the violations have not been adequately resolved, the Use Permit shall be reviewed at an Administrative Hearing. At the time of the Use Permit review, to ensure 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. 6. Hours of operation for the proposed Bar/tavern use may operate between the hours of 11:00 a.m. - 10:00 p.m. daily. 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. 7. 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, and Community Design Guidelines. 8. 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. 9. Live or amplified entertainment that meets the definition of a Night Club shall not be allowed at this location without the approval of a separate Night Club Use Permit. 10. The Use Permit is approved for ABC alcohol license designation “Craft Distiller” which allows the licensee to sell a limited amount of distilled spirits manufactured by the licensee to the consumer at the licensed premises; and may sell beer, wine, and spirits to consumers for consumption at a bona fide eating place upon the licensed premises per Business and Professions Code § 23500 - 23508. This license may not be exchanged for the “Public Premises” license type (Bar/Tavern). 11. 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. 12. The site shall be maintained in a neat and orderly manner at all times, to the satisfaction of the Community Development Director. 13. The applicant shall not permit its patrons to leave the licensed premises with any open alcoholic beverage or to consume alcoholic beverages on any property adjacent to the licensed premises under the control of the licensee(s). 14. 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. 15. 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 MOD-0028-2026 3427 Roberto Court Page 4 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. 16. 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. 17. All employees shall attend ABC LEAD Training or equivalent training, to the satisfaction of the Police Chief. 18. The applicant shall be responsible for on-going security/safety training to accommodate changes in personnel. 19. 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). 20. 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. 21. Bar area shall be made accessible to persons with disabilities, subject to the approval of the Chief Building Official. Utilities 22. 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. Grease interceptor calculations must be provided on the building permit plans for review and approval. Code Requirement(s) 23. 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. Natural Resources/Urban Forestry 24. Prior to occupancy, two (2) new native riparian trees (Platanus racemosa, Populus fremontii or Populus trichocarpa) shall be sourced in accordance with the Guideline Specifications for Nursery Tree Quality and planted per the City’s Engineering Standards for Tree Planting at the top of the creek bank to the satisfaction of the City Arborist. Provide photographic evidence to the City Arborist (wgault@slocity.org) that trees have been planted. All required trees shall survive and any trees that do not survive or establish in good health, to the satisfaction of the City Arborist, shall be replanted. MOD-0028-2026 3427 Roberto Court Page 5 Indemnification 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 the City shall fully cooperate in the defense against an Indemnified Claim. Notice of Opportunity to Protest The applicant acknowledges and agrees that the project conditions of approval stated herein provide adequate and proper notice pursuant to Government Code 66020 of the applicant’s right to protest any requirement for fees, dedications, reservations, other exactions, and that any protest in compliance with Section 66020 must be made within ninety (90) days of the date that notice was given. Disclosure The conditions of approval and additional information provided as code requirements and/or informational notes in this letter of approval do not represent an exhaustive list of mandatory code requirements. The additional information provided is intended for the applicant’s reference for subsequent permitting steps and requirements. Once detailed construction documents for the building permit application are submitted, the project will be reviewed for code compliance, which may result in requirements that were not identified or reported in the planning review process. My action is final unless appealed within ten calendar days of the date of the decision. Anyone may appeal the action by submitting a letter to the Community Development Department within the time specified. The appropriate fee must accompany the appeal documentation. Appeals will be scheduled for the first available Planning Commission meeting date. If an appeal is filed, you will be notified of the date and time of the hearing. If you have any questions, or if you need additional information, contact Eva Wynn, Assistant Planner, by phone at (805) 781-7172 or by email at ewynn@slocity.org. Sincerely, Rachel Cohen, AICP Principal Planner Community Development ADMINISTRATIVE HEARING AGENDA REPORT SUBJECT: Request to modify a bar/tavern use permit (USE-3598-2016) to extend hours of operation for the tasting room, revise conditions to allow a small-scale craft distillery, and remove parking conditions that no longer apply to the site. PROJECT ADDRESS: 3427 Roberto Ct. BY: Eva Wynn, Assistant Planner Phone Number: (805) 781-7172 FILE NUMBER: MOD-0028-2026 Email: ewynn@slocity.org APPLICANT: Randy Coates REPRESENTATIVE: Ryan Brocket, Architect RECOMMENDATION Approve the request to modify an existing Minor Use Permit (USE-3598-2016), which established a bar/tavern use at 3427 Roberto Court in the Manufacturing (M) zone, to extend operating hours for alcohol tasting, revise the ABC license type allowed, and remove parking conditions related to previous site uses, based on the recommended findings and conditions of approval. SITE DATA Applicant Randy Coates Figure 1 – Project Site General Plan Land Use Designation Service and Manufacturing (SM) Zone Manufacturing (M) Site Area ~ 24,000 square feet Environmental Determination Categorically exempt from environmental review under CEQA Guidelines Section 15301 (Existing Facilities) SUMMARY Randy Coates (Applicant) has requested a Modification to a previously approved Minor Use Permit (MUP; USE-3598-2016) that allows the operation of a bar/tavern at 3427 Roberto Court in the Manufacturing (M) zone. The proposed modification includes a request to extend operating hours to 11:00 a.m. to 10:00 p.m. daily, revise the allowed ABC license type to Type 74/06 (Craft Meeting Date: 4/13/2026 MOD-0028-2026 Administrative Hearing Report – April 13, 2026 Distiller), and remove parking conditions related to previous site uses (see Attachments A and B - Project Description and Project Plans). The original approval of the Minor Use Permit established the bar/tavern use as a cidery (production and tasting), and modifications to this use are subject to review and approval by the Community Development Director. To facilitate the change from cider tasting to a small-scale craft distillery tasting room, a building permit for the tenant improvements is required. 1.0 PROJECT BACKGROUND 1.1 Prior Minor Use Permit Review and Approvals On January 11, 2016, the Administrative Hearing Officer reviewed and approved a Minor Use Permit (USE-3598-2016) to allow operation of a tasting room for a cider production facility (Two Broad Ciderworks) and a 10% parking reduction at 3427 Roberto Court (Attachment C – USE- 3598-2016 Approval Letter). The building permit to establish the use was completed in 2019, establishing cider production and tasting operations in Suites 120-130. In August of 2025, a building permit was issued for the tenant improvement for a new food preparation use in Suite 110, where an auto-shop was previously located. The tenant improvement included additional updates to the production and bar/tavern use in Suites 120-130. The proposed improvements were determined to be in substantial conformance with the existing use permit, and a modification was not required at that time. The proposed business operations have since changed, as described in this report, which require modification to the use permit (USE-3598-2026). 1.2 Site and Setting The project site is a parcel at the edge of the Manufacturing (M) zone, on the northwestern side of Roberto Ct. The parcel is comprised of a single-story, 5,996 square foot structure, that includes alcohol production and the bar/tavern under modification review. Other uses in the structure include food preparation and office/storage space. Surrounding the project site, on the northeast and south, are a cider production and tasting room use, light manufacturing uses, and research and development uses that are also zoned for Manufacturing (M). Properties north of the project are residential, zoned as High-Density Residential (R-4-PD). The Alrita-Carla Creek provides a natural buffer between the Manufacturing and Residential zones. Present Use & Development Developed property with an existing multi-tenant building and site improvements such as access and parking. Topography Relatively flat with creek located along the northern property line Access Roberto Court Zones & Surrounding Uses North: R-4-PD; multi-unit residential uses South: M; business service, office, and wholesaling uses East: M; manufacturing, alcohol tasting, and office uses West: M; manufacturing and office uses 1.3 Project Description The Applicant has applied for a Modification to the existing Minor Use Permit (USE-3598-2016) to request amended tasting room operations. The modifications requested include (a) removing MOD-0028-2026 Administrative Hearing Report – April 13, 2026 parking conditions that limit hours of operation due to outdated building operations, (b) amending the hours of operation for tasting between 11:00 a.m. to 10:00 p.m., and (c) revising conditions that limit business operations as a Type 2 (Winegrower). The updated project description requests to operate as a craft distillery with a Type 74 (Craft Distiller) and Type 6 (Still) ABC license (see Attachments A and B - Project Description and Project Plans). Modification to Staggered Parking Conditions When the original bar/tavern use was permitted in 2016, the site included an auto-repair shop in Suite 100-110, and the combined parking of the auto-shop and bar/tavern use would exceed the 11 available parking spaces on-site. To accommodate the two uses, Conditions No. 2-3 required that the auto-repair shop use and the bar/tavern use would not overlap hours, providing sufficient parking based on operational hours. A 10% parking reduction was granted under the same approval. 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 pm - 5 pm weekdays. The current uses on-site include food preparation, storage, and alcohol production and tasting. Based on the current uses, the 11 on-site parking spaces satisfy the parking requirement of 11.2 parking spaces, verified with the 2025 tenant improvement submittal (BLDG-1157-2025). The change in hours and license type do not change or intensify the parking requirement. As such, the applicants have requested to remove Conditions No. 2-3 from the existing use permit. Modification to Previously Approved Hours of Operation While the project would continue to operate seven (7) days a week, amended hours of operation for tasting are requested between 11:00 a.m. and 10:00 p.m., instead of between 5:00 p.m. - 10:00 p.m. on weekdays and 12:00 p.m. – 10:00 p.m. on weekends. (Attachment C – Condition No. 8 of USE-3598-2016 Approval Letter). The applicant is not requesting later evening hours beyond what was previously permitted (Attachment A – Project Description). Modification to Bar/Tavern Use The project requests to change the type of bar/tavern operation to allow for a new craft distillery tenant. USE-3598-2016 approved the use of a bar/tavern for ABC license designation “Winegrower” and stipulated that the license could not be exchanged for the “Public Premises” license type. To accommodate the new tenant, the applicant requests to revise Condition No. 12 to allow the “Craft Distiller” license type with a “Still”. 2.0 PROJECT ANALYSIS Per Table 2-1 (Uses Allowed by Zone), establishment of a bar/tavern (e.g., tasting room or area) requires approval of a Minor Use Permit in the Manufacturing (M) Zone. Approval of the Use Permit and any subsequent modifications are subject to requirements, outlined in Section 17.110.060 (Criteria for Approval) and Section 17.110.070 (Required Findings), for consistency with applicable standards and limitations of the General Plan and Zoning Regulations. Staff has evaluated the project against relevant standards and guidelines and found it to be in compliance as MOD-0028-2026 Administrative Hearing Report – April 13, 2026 discussed in the following analysis. 2.1 Consistency with the General Plan The project is located in the Services and Manufacturing land use designation, which the Land Use Element (LUE) describes as intended for a wide range of service and manufacturing uses to meet the needs of the city and some demands of the region. Certain areas may be reserved through special zoning provisions for certain types of uses to assure compatibility among the wide range of potential uses, and to assure adequate land for certain types of uses (Table 1 – General Plan Land Use Designations). Zoning regulations in Chapter 17.10.020 (Use Regulations) conditionally allow bar/tavern uses, including craft distillery tasting rooms, that are consistent with Chapter 17.86.050 (Alcoholic beverage sales—Bars and restaurants with late night alcohol service) and City Policies within the M zone. The modifications requested by this application will not change the land use designation or accessory uses previously approved. 2.2 Consistency with Zoning Regulations Parking for Prior Uses At the time the use was permitted in 2016, the adjacent suite was an auto-shop which had a higher parking requirement. The auto-shop has since vacated and is now a food preparation facility, lowering the parking requirement to 1 parking space per 1,500 square feet for Suite 110. The combined parking requirement for the building is satisfied with the existing 11 parking spaces, and the conditions to stagger parking are no longer applicable to existing uses. No additional parking is required as no additional square footage is added compared to the previous cider production/tasting use. Staff recommends removing Condition No. 2-3 of USE-3598-2016 based on updated site conditions removing the need for staggered parking. Hours of Operation The applicant is requesting to extend their hours of operation for the bar/tavern use. This alteration to the existing hours of operation approved in 2016 is intended to provide additional operating hours while minimizing impacts on surrounding properties. The Police Department has reviewed the proposed request and does not have any concerns about the extended hours of operation. As such, staff recommends modifying Condition No. 8 of USE-3598-2016, adjusting the hours of operation to 11:00 AM to 10:00 PM daily (MOD-0028-2026, Condition No. 6). This will extend the hours of operation by one hour on weekends and six hours on weekdays to allow the bar/tavern use to open for lunch and afternoon service. Expansion of operating hours will not extend hours later than the hours originally permitted in 2016. Bar/Tavern Use – Craft Distiller The applicant is requesting to modify Condition No. 12 which approved the bar/tavern use for a Type 02 “Winegrower” license. The request for a Type 06 “Still” and Type 74 “Craft Distiller” license would allow the applicant or tenants of the bar/tavern space to distill alcohol on-site, sell distilled spirits wholesale, and sell limited amounts of distilled spirits to consumers at the licensed premises (MOD-0028-2026, Condition No. 10). The project shall continue to comply with provisions outlined in Section 17.86.050 (Alcoholic Beverage Sales – Bars and Restaurants with Late Night Alcohol Service), and the operational requirements apply, with the exception of Menu Service. The project is not required to provide full MOD-0028-2026 Administrative Hearing Report – April 13, 2026 meals and restaurant service as the request is limited to onsite tasting for an alcohol production facility. While menu service is not required by use permit, food service is not prohibited as an accessory use to the bar/tavern use. Additional Staff Recommended Updates to Conditions (USE-3598-2016) • Planning Conditions. Replace Condition No. 7 with updated language to clarify when Use Permits must be recommended for re-review with an Administrative Hearing. This is an update based on standard language for Use Permit conditions to allow the applicant an opportunity to resolve minor violations before being recommended for Administrative Hearing review (MOD-0028-2026, Condition No. 5). • Public Works Conditions. Remove Conditions No. 25-29 which are code requirements and are not applicable to the proposed modifications, as determined by Community Development Engineering staff. • Utilities Conditions. Remove Conditions No. 30, 31, and 34 which have been satisfied or are otherwise no longer applicable, as determined by the Utilities Department. • Utilities Conditions. Include language regarding grease interceptor calculations to Condition No. 32 which applies if food preparation is included as part of the bar/tavern use (MOD-0028-2026, Condition No. 22). • Urban Forestry Conditions. During review of the Modification request, Planning Division staff noted that Condition No. 35 of USE-3598-2016 required two native trees be planted at the top of bank to provide bank stabilization and screening of the patio as seen from adjacent residences to the north. The required trees do not appear to exist on the plans or site, and staff recommend the condition remain as a requirement of this modification. The draft conditions require the two native trees be planted prior to occupancy of the use and maintained to the satisfaction of the City Arborist. The condition includes maintenance standards and requires consistency with City tree planting standards (MOD-0028-2026, Condition No. 24). 3.0 ENVIRONMENTAL REVIEW The project is categorically exempt under Class 1, Existing Facilities; Section 15301 of the State California Environmental Quality Act (CEQA) Guidelines, because the project consists of the modification of hours of operation for businesses within an existing building located within an urbanized area and will not have a significant effect on the environment. 4.0 ATTACHMENTS A - Project Description B - Project Plans C - USE-3598-2016 Decision Letter ACTION Approve, based on findings and subject to conditions listed below Approve as modified, based on findings and subject to conditions listed below Deny MOD-0028-2026 Administrative Hearing Report – April 13, 2026 Continue to: _______________________to allow ______________________________________________________________________________ ___________________________________ Continue indefinitely to allow: ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ________ MOD-0028-2026 Administrative Hearing Report – April 13, 2026 FINDINGS 1. The project is consistent with the General Plan and Zoning regulations because modifications to the bar/tavern is allowed when approved with a Use Permit. Additionally, the design, location, size, and operating characteristics of the project will be compatible with existing and future land uses in the vicinity because the proposed modifications would not provide additional accessory tasting area for an existing production use and is compatible with neighboring manufacturing, cider production and tasing, and residential uses. 2. The project is consistent with the Zoning Regulations and the 2012 Alcohol Outlet Regulations because required conditions of approval are included that have been identified to reduce public safety concerns 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. 3. As conditioned, the site is physically suitable in terms of (a) its design, location, shape, size, and operating characteristics of the proposed modifications, (b) traffic generation and provision of public and emergency vehicle (e.g., fire and medical) access, (c) public protection services (e.g., fire protection, police protection, etc.), and (d) the provision of utilities (e.g., potable water, schools, solid waste collection and disposal, storm drainage, wastewater collection, treatment, and disposal). The project site is surrounded by other developed properties, has access to the City’s circulation system, and will be served by existing utility services. Additionally, the project is sufficiently served by both vehicle and bicycle parking onsite, will provide additional plantings along the top of bank, and does not include activities that generate service or utility demands beyond those anticipated with uses permitted in the vicinity. 4. 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 potential impacts such as noise consistent with the limitations established under the City’s Noise Ordinance as well as impacts to police resources and the community. 5. The proposed use is compatible with the project site and with existing uses in the vicinity which include offices, food preparation, cider tasting, and other light manufacturing uses. Conditions of approval have been adopted to minimize potential disturbances and criminal activities. 6. The existing 10% parking reduction is maintained because 5 additional bicycle parking spaces are provided on site in lieu of one vehicle parking space, consistent with San Luis Obispo Municipal Code Section 17.16.060. 7. The project is categorically exempt under Class 1, Existing Facilities; Section 15301 of the State California Environmental Quality Act (CEQA) Guidelines, because the project consists of the modification of hours of operation for businesses within an existing building located within an urbanized area and will not have a significant effect on the environment. CONDITIONS Planning Division 1. 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 MOD-0028-2026 Administrative Hearing Report – April 13, 2026 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 that any changes to Suites 100-120 will be compatible with the operation of the bar/tavern use and the approval of this use permit, including available on- site parking. 3. The proposed outdoor patio shall be no larger than 325 sf. due to parking limitations. 4. 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 March 27, 2026, or in the event of a change in ownership which may result in deviation from the project description or approved plans. 5. If the City receives substantiated evidence supporting the conclusion that a violation of this Use Permit, or of City ordinances has occurred; and if the Community Development Director determines the violations have not been adequately resolved, the Use Permit shall be reviewed at an Administrative Hearing. At the time of the Use Permit review, to ensure 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. 6. Hours of operation for the proposed Bar/tavern use may operate between the hours of 11:00 a.m. - 10:00 p.m. daily. 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. 7. 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, and Community Design Guidelines. 8. 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. 9. 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. 10. This use permit is approved for ABC alcohol license designation “Craft Distiller” and may not be exchanged for the “Public Premises” license type (Bar/Tavern). 11. 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. 12. The site shall be maintained in a neat and orderly manner at all times, to the satisfaction of the Community Development Director. 13. 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). 14. 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 MOD-0028-2026 Administrative Hearing Report – April 13, 2026 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. 15. 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. 16. 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. 17. All employees shall attend ABC LEAD Training or equivalent training, to the satisfaction of the Police Chief. 18. The applicant shall be responsible for on-going security/safety training to accommodate changes in personnel. 19. 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). 20. 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. 21. Bar area shall be made accessible to persons with disabilities, subject to the approval of the Chief Building Official. Utilities 22. 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. Grease interceptor calculations must be provided on the building permit plans for review and approval. Code Requirement(s) 23. 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. Natural Resources/Urban Forestry 24. Prior to occupancy, two (2) new native riparian trees (Platanus racemosa, Populus fremontii or Populus trichocarpa) shall be sourced in accordance with the Guideline Specifications for Nursery Tree Quality and planted per the City’s Engineering Standards for Tree Planting at MOD-0028-2026 Administrative Hearing Report – April 13, 2026 the top of the creek bank to the satisfaction of the City Arborist. Provide photographic evidence to the City Arborist (wgault@slocity.org) that trees have been planted. All required trees shall survive and any trees that do not survive or establish in good health, to the satisfaction of the City Arborist, shall be replanted. INDEMNIFICATION 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." NOTICE OF OPPORTUNITY TO PROTEST The applicant acknowledges and agrees that the project conditions of approval stated herein provide adequate and proper notice pursuant to Government Code 66020 of the applicant’s right to protest any requirement for fees, dedications, reservations, other exactions, and that any protest in compliance with Section 66020 must be made within ninety (90) days of the date that notice was given. DISCLOSURE The conditions of approval and additional information provided as code requirements and/or informational notes in this approval [letter / resolution] do not represent an exhaustive list of mandatory code requirements. The additional information provided is intended for the applicant’s reference for subsequent permitting steps and requirements. Once detailed construction documents for the building permit application are submitted, the project will be reviewed for code compliance, which may result in additional requirements that were not identified or reported in the planning review process. 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 Attachment A - Project Description RYAN M BROCKETTC-32384REN 12 31 27LICENSEDARCHITE C T S T A TEOFALIFORNIACDATE ISSUEOWNER /3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401THESE 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 208.25.25 RESUBMIT 302.17.26 REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSCTITLE SHEETT1.03427 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:T1.0 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 PAIRR RISERRCP REFLECTED CEILING PLANREF REFRIGERATORREQ REQUIREDREV REVISED / REVISIONRM ROOMRO ROUGH OPENINGSF SQUARE FOOTSHTG SHEATHINGSIM SIMILARSTD STANDARDSTL STEELSUSP SUSPENDEDT TREAD / 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 SYMBOLS AGENCY 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 RDROBERT O C T.SACRAMENTO DR.BROAD S T.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:xREMODEL 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".xREMODEL OF SUITE 110 (E) MOTOR VEHICLE REPAIR TO (N) FOOD PREPARATION &STORAGE AREAxNO CHANGES TO SUITE 100 (E) BUSINESS OFFICE & STORAGEx(E) OUTDOOR PATIO, LANDSCAPING, PARKING & TRASH AREAS TO REMAINx(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 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 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 SITE 23,668 SF (.55 AC)(E) LOT COVERAGE 5,996 SF (25%)(E) IMPERVIOUS SURFACES 8,278 SF (35%)(E) LANDSCAPING 9,594 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 SIZEAttachment B - Project Plans 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 27LICENSEDARCHITE C T S T A TEOFALIFORNIACDATE ISSUEOWNER /3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401THESE 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 SHALLNOT BE TRANSFERREDOR OTHERWISE REPRODUCED WITHOUT EXPRESSWRITTEN PERMISSION FROM THE ARCHITECT.05.15.25 PERMIT07.25.25 RESUBMIT 108.18.25 RESUBMIT 208.25.25 RESUBMIT 302.17.26 REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSC0N81/8" = 1'-0"SCALE:421161 CODE 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 STANDING 5 NETBAR SEATING 18" PER SEATCOMMERCIAL KITCHEN, SERVICE 200 GROSSBUSINESS 150 GROSSMERCANTILE 60 GROSSWAREHOUSES 500 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 & 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 = 1.6SPIRIT 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 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)STORAGE 1,300 SF / 500 = 2.6 OCCTOTAL INDOOR 87 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 SPIRIT 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 *URINAL 1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F (E) 2 PUBLIC SHARED *DRINKING FOUNTAIN 1 N/A (WATER SERVICE)SERVICE SINK 1 1A-2 FOOD PREP 1,175 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 SHAREDURINAL 1 M (E) N/A, SHAREDLAVATORIES 1 M / 1 F (E) 1 EMPLOY SHAREDDRINKING FOUNTAIN 1 N/A, KITCHENSERVICE SINK 1 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.ABUILDING AREA (NO CHANGE TO FOOTPRINT):A-2 SPIRIT TASTING = 3,018 SFA-2 FOOD PREP = 1,678 SFS-2 STORAGE = 1,300 SFGROSS TOTAL AREA = 5,996 SF11 27'-3"55'-9"3A3.1AD111A4.12A4.1234B3448'-0"24'-0"20'-9"35'-0"20'-9116"24'-0"1235671256431(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 H16CAB1781591610111213141011121718(R) PRODUCTIONRYAN M BROCKETTC-32384REN 12 31 27LICENSEDARCHITE C T S T A TEOFALIFORNIACDATE ISSUEOWNER /3427 ROBERTO LLC189 COUNTRYSIDE LNSAN LUIS OBISPO, CA 93401THESE 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 208.25.25 RESUBMIT 302.17.26 REVISION3427 ROBERTO CT, SAN LUIS OBISPO, CA 93401APN / 053-063-019 2025 BROCKETT ARCHITECTS/INTERIORSCNSCALE: 1/4" = 1'-0"042181 PROPOSED 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-1615SNOT USEDBEVERAGE REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01BEVERAGE REFRIGERATOR, 60" x 29 1/2" x 78 5/8" BY TRUE MODEL NO. GDM-49-HC~TSL01SODA MACHINE OWNER SUPPLIED, SPEC TBD.DISTILLING SYSTEM EQUIPMENTFILLER & DRAINBOARD, MODEL NO. KR24-DR90LIQUOR DISPLAY, MODEL NO. KR24-12RDUNDERBAR ICE BIN, MODEL NO. KR19-24-10MIXOLOGY SINK, MODEL NO. KR24-MS123-COMPARTMENT SINK, MODEL NO. KR24-53C-PEFILLER & DRAINBOARD, MODEL NO. KR19-C24L-PEBACK BAR COOLER, MODEL NO. SD60LBACK BAR COOLER, MODEL NO. SD60RFROSTER/CHILLER, GLASS/MUG/PLATE, MODEL NO. FMC24ICE MACHINE, MODEL NO. F-330BAJ-C9101. 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 SCOPE1112131415161718 Attachment C - USE-3598-2016 Approval Letter X 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 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>ONGUE & 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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" 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division HALLOPEN TO 8'-0" +/-15'-8" 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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>ONGUE & 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division ∅ 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division CEILING JOIST PLANw/ 8d EA SIDE TO DBLTOP PLATE1" = 1'-0"11Mechanical Ceiling SectionCEILING & (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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 / MODELMATERIALSIZE (IN.)HOODNO.FIRE SYSTEMMODELTYPE SIZEINTERFACE69.77420420161ROUND LEDX-TRACTOR (SPARKARRESTOR INCL.)STAINLESS STEELKEH-1RIGHT ANSUL R102GKC63HOOD OPTIONS UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 HOOD TOP INSULATED FOR ZERO CLEARANCE TO COMBUSTIBLES BACK 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division CONTINUOUS FUSIBLE LINKANSUL R-102WET CHEMICAL12 UTILIZED22 AVAILABLECABINET – RIGHT END OF KEH-1KEH FIRE SUPPRESSIONMODELMARKFIRE SYSTEM INFORMATIONLOCATIONFLOW POINTSSUPPLYLINEDETECTIONMARK(S) PROTECTED BY FIRE SYSTEMHOODS PCUKEH-1 SECTION 1FIRE SYSTEM OPTIONS AND ACCESSORIESFULL INSTALLATION (INCLUDES PRE-PIPED HOOD(S) WITH DETECTION AND FACTORY COORDINATED INSTALL)CHROME SLEEVES FOR FACTORY PROVIDED APPLIANCES DROPS - INCLUDEDMETAL BLOW-OFF CAPS - INCLUDEDGAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, 1", (ANSUL) - PART# 468814HOOD SUPPRESSION TANK - INCLUDED - 6 GAL. - [(2) 3.0 TANK(S)]REMOTE PULL STATION - STANDARD - FIELD INSTALLATION AT SINGLE POINT OF EGRESSHORN STROBE - QUANTITY 1 - INCULDED - DISTRIBUTOR INSTALLED1. STAINLESS 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division (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" 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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%. 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division (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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 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 -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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division ( 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 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 -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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 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-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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 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-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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 3427 ROBERTO Ct T.I.ELECTRICAL AND LIGHTING FLOOR PLANSheet NumberE-1. D ENGNIERENRE G G OOYRA.EYLTIREELCALCTECAALTTSFOIF NA A RO I Lic. # E14889Exp. 6/30/20253427 ROBERTO Ct., San Luis Obispo, CA 1.All work shall be performed by, or under the direct supervision of,qualified, licensed individuals and in compliance with the 2022California Electrical Code, California Energy Code, California GreenBuilding Code and applicable ordinances of the City of San LuisObispo. Discrepancies shall be brought to the attention of theEngineer of Record prior to installation. No aspect of these designdocuments is intended to conflict with, and does not supercede,CEC and local ordinance requirements.2. Equipment Mounting and Bracing: All equipment installed under thisproject shall be secured to the mounting surface using approvedfasteners applied per the equipment manufacturer's instructions andthe requirements of these plans and specifications. Equipment andsystems requiring supplemental bracing shall utilize manufacturedcomponents intended to form an engineered system. TheContractor shall provide documentation describing the engineeredsystem and it's suitability for the application.GENERAL NOTESElectrical Floor Plan1/8" = 1'Electrical Equipment Mezzanine Plan1/8" = 1'Electrical Roof Plan1/8" = 1'25-0045-15-251/8" = 1' 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division 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 08/29/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division Structural Calculations for 3427 ROBERTO CT TI 3427 Roberto Ct San Luis Obispo, CA ARCHITECT: BROCKETT ARCHITECTS Executive Summary: The calculations that follow represent the structural design for the proposed tenant improvement. The existing structure has not been evaluated or upgraded for code compliance except where the proposed addition affects the demand to capacity ratio beyond the limits indicated in the California Existing Building Code. MSE Job Number: 2025-06 Date: 05/15/2025 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Design Criteria ASCE Hazards Report Address: 3427 Roberto Ct San Luis Obispo, California 93401 Standard:ASCE/SEI 7-16 Latitude:35.259567 Risk Category:II Longitude:-120.644773 Soil Class:D - Default (see Section 11.4.3) Elevation:215.8255158040541 ft (NAVD 88) Wind Results: Wind Speed 92 Vmph 10-year MRI 64 Vmph 25-year MRI 70 Vmph 50-year MRI 74 Vmph 100-year MRI 79 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon May 12 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Mon May 12 2025 SS : 1.073 S1 : 0.395 F a : 1.2 F v : N/A SMS : 1.288 SM1 : N/A SDS : 0.859 SD1 : N/A T L : 8 PGA : 0.476 PGA M : 0.571 F PGA : 1.2 Ie : 1 C v : 1.315 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon May 12 2025 Page 2 of 3https://ascehazardtool.org/Mon May 12 2025 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 3 of 3https://ascehazardtool.org/Mon May 12 2025 Vertical Loads Roof Dead Load Roof Collateral Load Single Ply 2.0 psf Collateral 2.0 psf 26ga Metal Decking 1.0 psf 2.0 psf Framing (S Purlins) 1.5 psf Misc 0.4 psf CL =2.0 psf 4.9 psf Rise = 0.5 Ceiling Dead Load Run = 12.0 Sheathing (1/2") 2.0 psf Load on Horiz. Plane =4.9 Insulation 1.0 psf Framing 2.0 psf DRF =5.0 psf MEP 2.0 psf DRF + Collateral =7.0 psf Ceiling (Gyp)2.8 psf Fire Sprinkler System 1.0 psf Misc 3.5 psf 14.3 psf DFL =15 psf Roof Live Load: (LRF1) Lo = 20 psf F =0.50 (15:7) R1 = 1 At < 200 ft2 R1 = 1.2-.001At 200ft2 < At < 600 ft2 R1 = 0.6 At > 600 ft2 Seismic Design Parameters R2 = 1.2-0.05F Period Sa R2 =1 (sec) (g) LR = LoR1R2 =20 psf 0.2 0.859 (SDS) 1 N/A (SD1) Misc. Dead Loads Soil Properties: Interior Walls 12 psf Site Class D - Default Exterior Walls 18 psf Allowable Bearing 1500 psf SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Wind Loads for Components and Cladding (IBC 2021, ASCE 07-16)LRFD Building Information: Enclosure Classification (ASCE 26.10.1) :Enclosed h = 17 ft Roof Type :Flat hm-roof =16.25 ft Building Flexibility (ASCE 26.2) :Flexible L = 35 ft Isolated Hills, Ridges, and B = 164 ft Escarpments (ASCE 26.8.1) :No θroof =2.39 ° Wind Load Parameters: Risk Category (ASCE Table 1.5-1) :II Basic Wind Speed : 92 mph Surface Roughness (ASCE 26.7.2) :B (ASCE Fig. 26.5-1A→C) Exposure Category (ASCE 26.7.3) :B Kzt, Topographic Factor (ASCE 26.8.2) :1 λ (ASCE Fig. 30.4-1) : 0.8375 "a" dist =3.5 ft Wind Pressure: Effective pnet30 (psf) Wind 1 1' 2 3 4 5 Area (sf) + - + - + - + - + - + - 10 6.6 -25.9 6.6 -14.9 6.6 -34.1 6.6 -46.5 16.2 -17.6 16.2 -21.7 20 6.2 -24.2 6.2 -14.9 6.2 -31.9 6.2 -42.1 15.5 -16.9 15.5 -20.3 50 5.6 -21.9 5.6 -14.9 5.6 -29 5.6 -36.3 14.5 -15.9 14.5 -18.3 100 5.2 -20.2 5.2 -14.9 5.2 -26.8 5.2 -31.9 13.8 -15.2 13.8 -16.9 500 Design Wind Pressure:λKztpnet30 (psf) Effective Wind 1 1' 2 3 4 5 Area (sf) + - + - + - + - + - + - 10 16.0 -21.7 16.0 -16.0 16.0 -28.6 16.0 -38.9 16.0 -16.0 16.0 -18.2 20 16.0 -20.3 16.0 -16.0 16.0 -26.7 16.0 -35.3 16.0 -16.0 16.0 -17.0 50 16.0 -18.3 16.0 -16.0 16.0 -24.3 16.0 -30.4 16.0 -16.0 16.0 -16.0 100 16.0 -16.9 16.0 -16.0 16.0 -22.4 16.0 -26.7 16.0 -16.0 16.0 -16.0 500 Overhang Wind Pressure: Overhang Design Wind Pressure: Effective pnet30 (psf) Effective λKztpnet30 (psf) Wind 1 & 1' 2 3 Wind 1 & 1' 2 3 Area (sf) - - - Area (sf) - - - 10 -23.4 -31.6 -44 10 -19.6 -26.5 -36.9 20 -23 -28.7 -38.9 20 -19.3 -24.0 -32.6 50 -22.4 -24.9 -32.1 50 -18.8 -20.9 -26.9 100 -22 -21.9 -27 100 -18.4 -18.3 -22.6 500 500 SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Wind Loads on Mechanical Units (IBC 2021, ASCE 07-16) (Low-rise and h<60 ft) Structure Information: Enclosure Classification (ASCE 26.12.1) : h = 17 ft Base Type :hm-base =16.25 ft Structure Flexibility (ASCE 26.2) : L = 35 ft Isolated Hills, Ridges, and B = 164 ft Escarpments (ASCE 26.8.1) : No θbase =2.386 ° Wind Load Parameters: Risk Category (ASCE Table 1.5-1) : II Basic Wind Speed (ASCE Fig. 26.5-1A→C) : 92 mph Surface Roughness (ASCE 26.7.2) : B Exposure Category (ASCE 26.7.3) : B Velocity Pressure Coefficient: G, Gust Effect Factor (ASCE 26.11.1) = 0.85 Zg (ASCE Table 26.11-1)=1200 ft Kd, Wind Directionality Factor (ASCE Table 26.6-1) =0.85 α (ASCE Table 26.11-1)=7 Kzt, Topographic Factor (ASCE 26.8.2) =1 Kz, at hm-roof, (ASCE 26.10-1) =0.588 GCpi, Internal Pressure Coefficient (ASCE Table 26.13-1) =N/A ± Wind Pressure:Lateral: Component : Unit Af < 0.1Bh qh, Pressure at mean roof height (ASCE 29.3) =10.83 psf GCf (ASCE 29.5.1) = 1.9 plat (ASCE 29.4) =20.58 psf Uplift: Ar < 0.1Bh pup (ASCE 29.4) =16.24 psf GCr (ASCE Fig. 29.5-1) = 1.5 Enclosed Monoslope Flexible SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Equipment Anchorage Forces Equipment Anchorage Forces Unit:Wp = lbs H = 2 ft 0.55*H, Wind = 1.1 ft Unit Dimensions, at Anchorage Unit Dimensions, Overall h c.g., EQ = 1 ft w = 2 ft d = 4.5 ft B = 2 ft L = 4.5 ft No. of Anchors Resisting Tension: See note below Loads parallel to 'L', anchors on EACH 'B' Side:2 Loads parallel to 'B', anchors on EACH 'L' Side:2 No. of Anchors Resisting Shear: See note below g Loads parallel to 'L', total # of anchors:4 Loads parallel to 'B', total # of anchors:4 Note: Plan CG considered to be concentric to base & anchors are evenly distributed around plan CG. Wind Loading (ASCE Ch. 29):Plan Area Surface Area pwLAT (ASCE 29.5) =0 psf A = 9 ft2 Aprojected on 'B' surface =4 ft2 pwUP (+) (ASCE 29.5) =0 psf Aprojected on 'L' surface =9 ft2 pwUP (-) (ASCE 29.5) =0 psf Optional Add'l Wt Reduction PwUP (+) =lbs PwLAT on 'B' surface =lbs for Overturing, βW:1 PwUP (-) =lbs PwLAT on 'L' surface =lbs Seismic Loading (ASCE Ch. 13):Optional Add'l Wt Reduction SDS =0.86 g ap (ASCE 13.6) =2.5 Fp (ASCE 13.3) =0.43 Wp for Overturing, βEQ:1 z = 11 ft Rp (ASCE 13.6) = 6 Fp max, 1.6SdsIp (ASCE 13.3) = 1.37 Wp hbldg =11 ft Ω (ASCE 13.6) =2 Fp min, 0.3SdsIp (ASCE 13.3) =0.26 Wp Ip (ASCE 13.1.6) = 1 Fp (Design,governing) =0.43 Wp Fp = lbs Ev, 0.2SDS (ASCE 12.4) =0.17 Wp Ev = lbs Unfactored Anchor Load Results (reactions per anchor; negative = tension, positive = compression): Load Parallel with 'L'Load Parallel with 'B' Vertical Rections Vertical Rections LRFD Factored Anchor Load DSN Results DL = lbs DL = lbs (reactions per anchor; - = tension, + = compression) Ev = lbs Ev = lbs Use Overstrength for EQ Loads? No Fp =lbs Fp =lbs W UP (+) =lbs W UP (+) =lbs Seismic Results W UP (-) =lbs W UP (-) =lbs Tension Tu = lbs No Net Uplift W LAT =lbs W LAT =lbs Shear Vu = lbs Lateral Rections Lateral Rections Wind Results Fp = lbs Fp = lbs Tension Tu = lbs W LAT =lbs W LAT =lbs Shear Vu = lbs 0 0 SQ-140-VG 155 67 0 0 27 38.75 38.75 +/- 7 +/- 7 +/- 7 +/- 17 0 0 0 0 12 +/- +/- 17 17 17 35 0 0 0 SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Equipment Anchorage Forces Unit:Wp = lbs H = 2.86 ft 0.55*H, Wind = 1.57 ft Unit Dimensions, at Anchorage Unit Dimensions, Overall h c.g., EQ = 1.2 ft w = 1.65 ft d = 2.43 ft B = 1.65 ft L = 3.61 ft No. of Anchors Resisting Tension: See note below Loads parallel to 'L', anchors on EACH 'B' Side:2 Loads parallel to 'B', anchors on EACH 'L' Side:2 No. of Anchors Resisting Shear: See note below g Loads parallel to 'L', total # of anchors:4 Loads parallel to 'B', total # of anchors:2 Note: Plan CG considered to be concentric to base & anchors are evenly distributed around plan CG. Wind Loading (ASCE Ch. 29):Plan Area Surface Area pwLAT (ASCE 29.4) =20.6 psf A = 5.96 ft2 Aprojected on 'B' surface =4.72 ft2 pwUP (+) (ASCE 29.4) =0 psf Aprojected on 'L' surface =10.3 ft2 pwUP (-) (ASCE 29.4) =16.2 psf Optional Add'l Wt Reduction PwUP (+) =lbs PwLAT on 'B' surface =lbs for Overturing, βW:1 PwUP (-) =lbs PwLAT on 'L' surface =lbs Seismic Loading (ASCE Ch. 13):Optional Add'l Wt Reduction SDS =0.86 g ap (ASCE 13.6) =2.5 Fp (ASCE 13.3) =0.86 Wp for Overturing, βEQ:1 z = 17.5 ft Rp (ASCE 13.6) = 3 Fp max, 1.6SdsIp (ASCE 13.3) = 1.37 Wp hbldg =17.5 ft Ω (ASCE 13.6) =1.5 Fp min, 0.3SdsIp (ASCE 13.3) =0.26 Wp Ip (ASCE 13.1.3) = 1 Fp (Design,governing) =0.86 Wp Fp = lbs Ev, 0.2SDS (ASCE 12.4) =0.17 Wp Ev = lbs Unfactored Anchor Load Results (reactions per anchor; negative = tension, positive = compression): Load Parallel with 'L'Load Parallel with 'B' Vertical Rections Vertical Rections LRFD Factored Anchor Load DSN Results DL = lbs DL = lbs (reactions per anchor; - = tension, + = compression) Ev = lbs Ev = lbs Use Overstrength for EQ Loads? No Fp =lbs Fp =lbs W UP (+) =lbs W UP (+) =lbs Seismic Results W UP (-) =lbs W UP (-) =lbs Tension Tu = lbs Net Uplift W LAT =lbs W LAT =lbs Shear Vu = lbs Lateral Rections Lateral Rections Wind Results Fp = lbs Fp = lbs Tension Tu = lbs W LAT =lbs W LAT =lbs Shear Vu = lbs 0 97 RXTA60AAVJU 235 202 97 212 40 58.75 58.75 +/- 10 +/- 10 +/- 50 +/- 73 0 0 24 24 -31 +/- 31 +/- 101 101 50 101 -24 24 106 106 SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Equipment Anchorage Forces Unit:Wp = lbs H = 4.17 ft 0.55*H, Wind = 2.29 ft Unit Dimensions, at Anchorage Unit Dimensions, Overall h c.g., EQ = 3.5 ft w = 2.17 ft d = 2.17 ft B = 2.06 ft L = 2.06 ft No. of Anchors Resisting Tension: See note below Loads parallel to 'L', anchors on EACH 'B' Side:2 Loads parallel to 'B', anchors on EACH 'L' Side:2 No. of Anchors Resisting Shear: See note below g Loads parallel to 'L', total # of anchors:4 Loads parallel to 'B', total # of anchors:4 Note: Plan CG considered to be concentric to base & anchors are evenly distributed around plan CG. Wind Loading (ASCE Ch. 29):Plan Area Surface Area pwLAT (ASCE 29.4) =20.6 psf A = 4.25 ft2 Aprojected on 'B' surface =8.59 ft2 pwUP (+) (ASCE 29.4) =0 psf Aprojected on 'L' surface =8.59 ft2 pwUP (-) (ASCE 29.4) =16.2 psf Optional Add'l Wt Reduction PwUP (+) =lbs PwLAT on 'B' surface =lbs for Overturing, βW:1 PwUP (-) =lbs PwLAT on 'L' surface =lbs Seismic Loading (ASCE Ch. 13):Optional Add'l Wt Reduction SDS =0.86 g ap (ASCE 13.6) =2.5 Fp (ASCE 13.3) =0.43 Wp for Overturing, βEQ:1 z = 17.5 ft Rp (ASCE 13.6) = 6 Fp max, 1.6SdsIp (ASCE 13.3) = 1.37 Wp hbldg =17.5 ft Ω (ASCE 13.6) =2 Fp min, 0.3SdsIp (ASCE 13.3) =0.26 Wp Ip (ASCE 13.1.3) = 1 Fp (Design,governing) =0.43 Wp Fp = lbs Ev, 0.2SDS (ASCE 12.4) =0.17 Wp Ev = lbs Unfactored Anchor Load Results (reactions per anchor; negative = tension, positive = compression): Load Parallel with 'L'Load Parallel with 'B' Vertical Rections Vertical Rections LRFD Factored Anchor Load DSN Results DL = lbs DL = lbs (reactions per anchor; - = tension, + = compression) Ev = lbs Ev = lbs Use Overstrength for EQ Loads? No Fp =lbs Fp =lbs W UP (+) =lbs W UP (+) =lbs Seismic Results W UP (-) =lbs W UP (-) =lbs Tension Tu = lbs Net Uplift W LAT =lbs W LAT =lbs Shear Vu = lbs Lateral Rections Lateral Rections Wind Results Fp = lbs Fp = lbs Tension Tu = lbs W LAT =lbs W LAT =lbs Shear Vu = lbs 0 177 CUE-160-VG 150 64 69 177 26 37.5 37.5 +/- 6 +/- 6 +/- 52 +/- 52 0 0 17 17 -25 +/- 94 +/- 94 16 16 16 -43 44 44 44 SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Equipment Anchorage Forces Unit:Wp = lbs H = 3.33 ft 0.55*H, Wind = 1.83 ft Unit Dimensions, at Anchorage Unit Dimensions, Overall h c.g., EQ = 2.67 ft w = 1.83 ft d = 1.83 ft B = 1.71 ft L = 1.71 ft No. of Anchors Resisting Tension: See note below Loads parallel to 'L', anchors on EACH 'B' Side:2 Loads parallel to 'B', anchors on EACH 'L' Side:2 No. of Anchors Resisting Shear: See note below g Loads parallel to 'L', total # of anchors:4 Loads parallel to 'B', total # of anchors:4 Note: Plan CG considered to be concentric to base & anchors are evenly distributed around plan CG. Wind Loading (ASCE Ch. 29):Plan Area Surface Area pwLAT (ASCE 29.4) =20.6 psf A = 2.92 ft2 Aprojected on 'B' surface =5.69 ft2 pwUP (+) (ASCE 29.4) =0 psf Aprojected on 'L' surface =5.69 ft2 pwUP (-) (ASCE 29.4) =16.2 psf Optional Add'l Wt Reduction PwUP (+) =lbs PwLAT on 'B' surface =lbs for Overturing, βW:1 PwUP (-) =lbs PwLAT on 'L' surface =lbs Seismic Loading (ASCE Ch. 13):Optional Add'l Wt Reduction SDS =0.86 g ap (ASCE 13.6) =2.5 Fp (ASCE 13.3) =0.43 Wp for Overturing, βEQ:1 z = 17.5 ft Rp (ASCE 13.6) = 6 Fp max, 1.6SdsIp (ASCE 13.3) = 1.37 Wp hbldg =17.5 ft Ω (ASCE 13.6) =2 Fp min, 0.3SdsIp (ASCE 13.3) =0.26 Wp Ip (ASCE 13.1.3) = 1 Fp (Design,governing) =0.43 Wp Fp = lbs Ev, 0.2SDS (ASCE 12.4) =0.17 Wp Ev = lbs Unfactored Anchor Load Results (reactions per anchor; negative = tension, positive = compression): Load Parallel with 'L'Load Parallel with 'B' Vertical Rections Vertical Rections LRFD Factored Anchor Load DSN Results DL = lbs DL = lbs (reactions per anchor; - = tension, + = compression) Ev = lbs Ev = lbs Use Overstrength for EQ Loads? No Fp =lbs Fp =lbs W UP (+) =lbs W UP (+) =lbs Seismic Results W UP (-) =lbs W UP (-) =lbs Tension Tu = lbs Net Uplift W LAT =lbs W LAT =lbs Shear Vu = lbs Lateral Rections Lateral Rections Wind Results Fp = lbs Fp = lbs Tension Tu = lbs W LAT =lbs W LAT =lbs Shear Vu = lbs 0 117 CUE-140HP-VG 90 39 47 117 15 22.5 22.5 +/- 4 +/- 4 +/- 28 +/- 28 0 0 12 12 -12 +/- 59 +/- 59 10 10 10 -26 29 29 29 SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: High St Deli HQ TI 2025-06 05/15/2025FKB Gravity Design SCOPE/REFERENCE: ENGINEER: JOB NO: PROJECT: PAGE: DATE: CFS Roof Purlin: W1 = (5'/2) * (7 + 20 + 16 - 22.4) psf = 2.5' * (7 + 20 + 16 - 22.4) psf Roof, D Lr W(+) W(-) USE: 800S250-97 R1 = 1175# Max Factored (ASD) R2 = 1145# 24' R1 R2 W1 3427 Roberto Ct TI 2025-06 05/15/2025FKB P1-6 = RXTA60AAVJU units, see equipment anchorage forces spreadsheet P7-8 = CUE-160-VG unit, see equipment anchorage forces spreadsheet P9-10 = CUE-140HP-VG unit, see equipment anchorage forces spreadsheet P1 P2P8P7 P3 P4 P5 P6 P9 P10 See CFS Designer output for point load locations 24' R1 R2 W1 P1 Typical Ceiling Joist: W1 = (16"/12) * (15 + 10) psf = 1.33' * (15 + 10) psf Ceiling, D Lr P1 = (38.75#/anchor * 4 anchors)/3 joists = 52#, see equipment anchorage forces sprdsht SQ-140-VG D R1 = 276# + 167# = 443# R2 = 274# + 166# = 440# D Lr Max Factored (ASD) 15' R1 R2 W1 CB1: W1 = (48'/2) * (15 + 10) psf = 24' * (15 + 10) psf Ceiling, D Lr R1 = 2957# + 1870# = 4827# R2 = 3020# + 1910# = 4930# D Lr Max Factored (ASD) 3.5' R1 R2 W1 CH1: W1 = (24'/2) * (15 + 10) psf = 12' * (15 + 10) psf Ceiling, D Lr R1 = R2 = 572# + 225# = 797# D Lr Max Factored (ASD) W2 W2 = 10' * 12 psf Wall, D Section: 800S250-97 (50 ksi) Single C Stud (punched) Maxo =8558.1 ft-lb 10885.3 lbVa =I =12.79 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span NA 48.0", 288.0"MSUBH3.25 (Max)- Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R1 1174.67 1.00 NO0.0 0.401528.8 R2 1145.33 1.00 NO0.0 0.391528.8 P1 70.00 1.50 NO5216.3 0.374976.0 P2 70.00 1.50 NO6466.6 0.464976.0 P3 70.00 1.50 NO7087.7 0.504976.0 P4 70.00 1.50 NO7079.4 0.504976.0 P5 70.00 1.50 NO6441.7 0.464976.0 P6 70.00 1.50 NO5174.8 0.374976.0 P7 46.00 1.50 NO1146.6 0.091717.4 P8 46.00 1.50 NO3255.3 0.234976.0 P9 28.00 1.50 NO3051.5 0.224976.0 P10 28.00 1.50 NO1117.1 0.091717.4 P1Point Loads P2 P3 P4 P5 P6 P7 P8 P9 P10 Load(lb)70.0070.00 70.00 70.00 70.00 70.00 46.00 46.00 28.00 28.00 5.75 8.25 10.75 13.25 15.75 18.25 1.00 3.17 21.00 23.00X-Dist.(ft) Code Check Required Interaction NotesAllowed Max. Axial, lbs 0.0(t)0%KΦ=0.00 lb-in/in Max KL/r = N/A-Span Max. Shear, lbs 1174.7 20%Shear (Punched)5937.9 Max. Moment (MaFy, Ma-dist), ft-lbs 7140.5 92%Ma-dist (control),KΦ=0.00 lb-in/in7785.0 Moment Stability, ft-lbs 7140.5 84%8498.1 Shear/Moment 0.83 83%Shear 0.2, Moment 7140.51.00 Axial/Moment 0.92 92%Axial 0.0(c), Moment 7140.51.00 Deflection Span, in 1.958 --meets L/147-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction 0.00 %R1 0.0 1174.7 0.00 %SSC4.25 (4#10) & (3) #10 to A36 steel (Joist Bearing on Support) 0.00 %R2 0.0 1145.3 0.00 %SSC4.25 (4#10) & (3) #10 to A36 steel (Joist Bearing on Support) * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. 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General Information 1 Project Name High St Headquarters 2 Run Title Title 24 Analysis 3 Project Location 3247 Roberto Ct 4 City San Luis Obispo 5 Standards Version Compliance 2022 6 Zip code 93401 7 Compliance Software (version)EnergyPro 9.3 8 Climate Zone 5 9 Building Orientation (deg)0 10 Building Type(s)• Nonresidential 11 Weather File SAN-LUIS-OBISPO_STYP20.epw 12 Project Scope • Existing addition and alteration 13 Number of Dwelling Units 0 14 Total Conditioned Floor Area in Scope (ft2)3872 15 Total # of hotel/motel rooms 0 16 Total Unconditioned Floor Area (ft2)833 17 Fuel Type Natural gas 18 Nonresidential Conditioned Floor Area 3872 19 Total # of Stories (Habitable Above Grade)1 20 Residential Conditioned Floor Area 0 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 2 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 B. PROJECT SUMMARY Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (See Table G) Nonres Performance Solar Thermal Water Heating (See Table I3) Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the NRCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the NRCC-PRF-E).MultiFam Not Included Not Included Mechanical (See Table H) Nonres Performance Covered Process: Commercial Kitchens (see Table J) Performance Indoor Lighting (Unconditioned) 140.6 & 170.2(e) NRCC-LTI-E is required MultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)NRCC-LTO-E is required Domestic Hot Water (See Table I) Nonres Performance Covered Process: Laboratory Exhaust (see Table J) Performance Sign Lighting 140.8 & 170.2(e)NRCC-LTS-E is required MultiFam Not Included Not Included Building Components Complying with Mandatory Measures Lighting (Indoor Conditioned, see Table K) Nonres Performance Photovoltaics (see Table F) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the NRCC form listed if applicable (i.e. compliance will not be shown on the NRCC-PRF-E.) MultiFam Not Included Not Included Electrical Power Distribution 110.11 NRCC-ELC-E is required Battery (see Table F) Performance Commissioning 120.8 NRCC-CXR-E is required Not Included Solar and Battery 110.10 NRCC-SAB-E is required CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 3 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 C1. COMPLIANCE SUMMARY COMPLIES3 Time Dependent Valuaton (TDV)Source Energy Use Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr) Standard Design 321.91 n/a n/a Proposed Design 282.19 n/a n/a Compliance Margins 39.72 n/a n/a Pass n/a n/a 1 Efficiency measures include improvements like a better building envelope and more efficient equipment 2 Compliance Totals include efficiency, photovoltaics and batteries 3 New Construction, Complete Addition Scope: Building complies when all efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 4 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr) COMPLIES2 Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 26.94 40.32 -13.38 Space Cooling 27.64 23.85 3.79 Indoor Fans 144.01 109.61 34.4 Heat Rejection 0 0 0 Pumps & Misc.0 0 0 Domestic Hot Water 65.58 50.67 14.91 Indoor Lighting 57.74 57.74 0 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 321.91 282.19 39.72 (12.3%) Photovoltaics --------- Batteries --------- TOTAL COMPLIANCE 321.91 282.19 39.72 (12.3%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 5 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 94.76 94.76 --- Process --------- Other Ltg 7.59 7.59 --- Process Motors 2.15 3.89 -1.74 TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)426.41 388.43 37.98 (8.9%) 1 Notes: This table is not used for Energy Code Compliance. C6. 'ABOVE CODE' QUALIFICATIONS This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 6 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 C7. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating ---5.1 ---37.7 ------ Space Cooling 3.6 3.2 0.4 --------- Indoor Fans 19.7 15 4.7 --------- Heat Rejection ------------------ Pumps & Misc.------------------ Domestic Hot Water 0.1 ------99.6 77.4 22.2 Indoor Lighting 7.9 7.9 0 --------- Flexibility ------------------ EFFICIENCY TOTAL 31.3 31.2 0.1 137.3 77.4 59.9 Photovoltaics ------------------ Batteries ------------------ ENERGY USE SUBTOTAL 31.3 31.2 0.1 137.3 77.4 59.9 Receptacle 12.9 12.9 0 --------- Process ------------------ Other Ltg 1 1 0 --------- Process Motors 0.3 0.5 -0.2 --------- ENERGY USE TOTAL 45.5 45.6 -0.1 137.3 77.4 59.9 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 7 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 C8. ENERGY USE INTENSITY (EUI) Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage GROSS EUI1 62.18 49.52 12.66 20.36 NET EUI1 62.18 49.52 12.66 20.36 1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area. D1. EXCEPTIONAL CONDITIONS • The project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylighting controls and assumes the prescriptive Secondary Daylit Control requirements are met. PRESCRIPTIVE COMPLIANCE documentation (form NRCC-LTI-02-E) for the requirements of section 140.6(d) Automatic Daylighting Controls in Secondary Daylit Zones is required. G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only) 01 02 03 04 Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%) North-Facing1 940 145 15.43 East-Facing2 440 210 47.73 South-Facing3 0 0 0 West-Facing4 1035 84 8.12 Total 2415 439 18.18 Roof 3872 0 0 Notes 1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW), 2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE), 3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE), 4West-Facing is oriented to within 45 degrees of true west, including 45 00'00" north of west (NW), but excluding 45 00'00" south of west (SW), CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 8 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 G4. NONRESIDENTIAL AIR BARRIER 01 02 Building Story Name Air Barrier Com-Floor 1 No air barrier CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 9 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-30 Metal Building Roof8 Roof 2,177 N/A 30 N/A N/A U-factor 0.0675 Metal Standing Seam - 1/16 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Composite-1 E R-13 Wall Metal Building10 Exterior Wall 1,475 N/A 13 N/A N/A U-factor 0.113 Metal Siding - 1/16 in. Composite-2 E Slab On Grade20 Underground Floor 4,705 N/A 0 N/A N/A F-factor 0.73 Slab Type =Unheated slab on grade Insulation Orientation =None Insulation R-Value =none E Masonry Demising Wall30 Interior Wall 1,803 N/A 0 N/A N/A U-factor 0.5128 Concrete - 140 lb/ft3 - 8 in.E R-30 Roof Attic40 Roof 840 Wood 30 N/A N/A U-factor 0.0394 Metal Standing Seam - 1/16 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Composite-3 Gypsum Board - 1/2 in. N R10 + R13 Metal Building43 Exterior Wall 1,083 N/A 23 N/A N/A U-factor 0.061 Metal Siding - 1/16 in. Composite-4 N 1 Status: N - New, A - Altered, E - Existing CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 10 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-30 Wood Roof Attic63 Roof 1,688 Wood 30 N/A N/A U-factor 0.0418 AsphaltShingles0_25In Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Composite-5 Gypsum Board - 1/2 in. N R-15 Wall73 Interior Wall 525 Wood 15 N/A N/A U-factor 0.0865 Gypsum Board - 1/2 in. Vapor permeable felt - 1/8 in. Composite-6 Gypsum Board - 1/2 in. N 1 Status: N - New, A - Altered, E - Existing G6A. OPAQUE DOOR SUMMARY (NONRESIDENTIAL) 01 02 03 04 Assembly Name Area (ft2)Overall U-factor Status1 Metal Roll up Door28 65 1.45 E Metal Door67 60 0.7 N 1 Status: N - New, A - Altered, E - Existing CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 11 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 G7A. FENESTRATION ASSEMBLY SUMMARY (NONRESIDENTIAL) 01 02 03 04 05 06 07 08 09 Fenestration Assembly Name Fenestration Type/ Product Type / Frame Type Certification Method1 Assembly Method Area (ft2) Overall U-factor Overall SHGC Overall VT Status2 Double Metal Clear Vertical fenestration Operable window N/A NFRC Site built 294 0.46 0.3 0.32 E (n) Double Metal Clear Vertical fenestration Operable window N/A NFRC Site built 145 0.46 0.3 0.32 N 1 Notes: Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG) values are for the glass-only, determined by the manufacturer, and are shown for ease of verification. Site-built fenestration values are calculated per Nonresidential Appendix NA6 and are used in the analysis. 2 Status: N - New, A - Altered, E - Existing H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.) 01 02 03 04 05 06 07 08 09 10 11 12 Equipment Name Equipment Type Qty Heating Cooling Economizer Type (if present) Status1Total Heating Output (kBtu/h) Supp Heat Output (kBtu/h) Efficiency Unit Efficiency Total Cooling Output (kBtu/h) Efficiency Unit Efficiency FC-1A Single Zone Heat Pump (SZHP) Air System 1 59.37 0 COP HSPF2 3.75 8.5 55.21 EER2 SEER2 8.5 16 No Economizer N FC-1B Single Zone Heat Pump (SZHP) Air System 1 59.37 0 COP HSPF2 3.75 8.5 55.21 EER2 SEER2 8.5 16 No Economizer N 1 Status: N - New, A - Altered, E - Existing CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 12 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.) 01 02 03 04 05 06 07 08 09 10 11 12 Equipment Name Equipment Type Qty Heating Cooling Economizer Type (if present) Status1Total Heating Output (kBtu/h) Supp Heat Output (kBtu/h) Efficiency Unit Efficiency Total Cooling Output (kBtu/h) Efficiency Unit Efficiency FC-2 Single Zone Heat Pump (SZHP) Air System 1 59.37 0 COP HSPF2 3.75 8.5 55.21 EER2 SEER2 8.5 16 No Economizer N 1 Status: N - New, A - Altered, E - Existing H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 Name or Item Tag Qty Design OA CFM Supply Fan Return / Relief Fan Status1 CFM Power Power Units Control Fan Type CFM Power Power Units Control FC-1A 1 614.25 1,800 0.77 BHP Constant Vol N/A N/A N/A N/A N/A N FC-1B 1 483.5 1,800 0.77 BHP Constant Vol N/A N/A N/A N/A N/A N FC-2 1 203.7 1,800 0.77 BHP Constant Vol N/A N/A N/A N/A N/A N 1 Status: N - New, A - Altered, E - Existing CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 13 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 H5. GENERAL EXHAUST FAN SUMMARY 01 02 03 04 05 06 07 08 System ID Zone Name Qty CFM Power Power Units Continuous Operation?Status1 Restrooms48-EF 4-Restrooms 1 100 0.02 BHP No E Storage-Janitor Closet55-EF 5-Storage-Janitor Closet 1 100 0.02 BHP No E Restroom75-EF 8-Restroom 1 100 0.02 BHP No N Storage-Janitor Closet80-EF 9-Storage-Janitor Closet 1 100 0.02 BHP No N 1 Status: N - New, A - Altered, E - Existing H8. SYSTEM SPECIAL FEATURES 01 02 03 04 System Name Equipment Type Interlocks per 140.4(n)1 Other Special Features and Controls FC-1B Single Zone Heat Pump (SZHP) Air System No FC-2 Single Zone Heat Pump (SZHP) Air System No WH-1 21 - SHW Service Hot Water N/A Fixed Temperature Control Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the NRCC-MCH-E. 1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 14 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION 01 02 03 04 05 06 07 Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM 1-Dining Area Food Service - Restaurant dining rooms Office - Occupiable storage rooms for dry materials 38.93 614.25 0 1386 N/A 3-Dining Area Food Service - Restaurant dining rooms General - Corridors 31.08 483.5 0 1128 N/A 6-Misc - All others Misc - All others 6.79 203.7 0 1358 N/A H11. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 System ID System Type Qty Rated Capacity (kBtuh)Airflow (cfm)Fan VSD Heating Cooling Design MIn.Min. Ratio Power Power Units Cycles 1-Dining Area-Trm Uncontrolled 1 N/A N/A 1,800 N/A 0 N/A N/A N/A 3-Dining Area-Trm Uncontrolled 1 N/A N/A 1,800 N/A 0 N/A N/A N/A 6-Misc - All others-Trm Uncontrolled 1 N/A N/A 1,800 N/A 0 N/A N/A N/A CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 15 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 I1. WATER HEATER EQUIPMENT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input Rated Input Unit Efficiency Efficiency Unit Tank Insulation R-value Int/Ext Standby Loss Fraction 1st Hr. Rating or Flow Rate (gal) Heat Pump Type Tank Location or Ambient Condition Naven NPE-210A2 Gas Tank2 Natural Gas Instantaneous 2 1 199 kBtu/Hr 0.95 UEF N/A N/A 0 N/A N/A K1. INDOOR CONDITIONED LIGHTING GENERAL INFO 01 02 03 04 05 06 Occupancy Type1 Conditioned Floor Area2 (ft2)Installed Lighting Power (Watts) Lighting Control Credits (Watts) Additional (Custom) Allowance Area Category Footnotes (Watts) Area Category Footnotes (Watts) All Other Space Types 1358 543.2 0 0 0 Corridor 230 92 0 0 0 Dining - Bar/Fine 2059 926.55 0 0 0 Commercial Industrial Warehouse 225 90 0 0 0 Building Totals:3872 1651.75 0 0 0 1See Table 140.6-C 2See NRCC-LTI--E for unconditioned spaces 3Lighting information for existing spaces modeled is not included in this table K4. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROL See NRCC-LTI-E for mandatory controls CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 16 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online Building Component Form/Title Envelope NRCI-ENV-01-E - Must be submitted for all buildings Envelope NRCI-ENV-E - Envelope (for all buildings) Mechanical NRCI-MCH-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-E - For all buildings with Mechanical Systems Plumbing NRCI-PLB-01-E - Must be submitted for all buildings Plumbing NRCI-PLB-E - For all buildings with Plumbing Systems Indoor Lighting NRCI-LTI-E - Indoor Lighting (for all buildings) M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). Building Component Form/Title & System Name(s) Envelope NRCA-ENV-02-F - NRFC label verification for fenestration Mechanical NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap FC-1A, FC-1B and FC-2. Mechanical NRCA-MCH-03-A - Constant Volume Single Zone HVAC FC-1A, FC-1B and FC-2. N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online There are no Certificates of Verification applicable to this project CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 17 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2025-05-13 15:00:52 Compliance ID: EnergyPro-20016-0525-0341 Documentation Author's Declaration Statement 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Jorge Bravo Documentation Author Signature: Signature Date:Company: 3C Engineering, Inc. Address: 1500 Palm St.CEA/HERS Certification Identification (if applicable): City/State/Zip: San Luis Obispo, CA 93405 Phone: Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name: Ryan Brockett Responsible Designer Signature: Company: Brocket Architects/Interiors Address: 104 S. Main St. Unit B Date Signed: City/State/Zip: Tempelton, Ca 93465 License #: C32384 Phone: 805-400-3025 Title:Scope: Responsible Designer Name: Brian Starret Responsible Designer Signature: Company: 3C Engineering Address: 1500 Palm St Date Signed: City/State/Zip: San Luis Obispo, Ca 93401 License #: M34068 Phone: 805-540-3363 Title:Scope: 2025-05-13 2025-05-13 805-540-3363 5/14/25 Architect Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E This form is used to document any process systems that are within the scope of the permit application and are demonstrating compliance with mandatory requirements in 120.6/ 160.7 or prescriptive requirements in 140.9. This compliance document is used for newly constructed, addition and alteration projects. Project Name: High St Deli Headquarters Report Page: (Page 1 of 6) Project Address: 3247 Roberto Ct Date Prepared: 5/13/2025 A. GENERAL INFORMATION 01 Project Location (city)San Luis Obispo 04 Total Conditioned Floor Area 3872 02 Climate Zone 5 05 Total Unconditioned Floor Area 833 03 Occupancy Types Within Project:06 # of Stories (Habitable Above Grade)1 ● Office ● Restaurant ● Support Areas ● Warehouse ● All Other Occupancies B. PROJECT SCOPE This table includes process systems that are within the scope of the permit application and are demonstrating compliance with mandatory requirements in 120.6 / 160.7 or prescriptive requirements in 140.9. My project consists of: (check all that apply): 01 02 Refrigerated Spaces <3,000 ft2 Total (no Title 24, Pt6 requirements)Escalator & Moving Walkway Speed Controls (mandatory 120.6(g)) Refrigerated Spaces >=3,000 ft2 Total (mandatory 120.6(a))Computer Rooms (mandatory 120.6(j) and prescriptive 140.9(a))1 Food /Beverage Stores >8,000 ft2 cfa (mandatory 120.6(b))Commercial Kitchen Ventilation/Exhaust (prescriptive 140.9(b))1 Enclosed Parking Garage Exhaust >=10,000 cfm (mandatory 120.6(c))Laboratory Exhaust/Factory Exhaust & Fume Hood (prescriptive 140.9(c))1 Newly Installed Process Boilers (mandatory 120.6(d))Pool/Spa (mandatory 110..4 / 160.7) Compressed Air Systems Combined HP >= 25 (mandatory 120.6(e))Controlled Environment Horticulture (mandatory 120.6(h)) Elevator Lighting & Ventilation Controls (mandatory 120.6(f) / 160.7)New Steam Traps (mandatory 120.6(i)) 1 FOOTNOTES: These building features can comply using the performance method. If using the performance method for these features, compliance should be demonstrated on the NRCC-PRF-E. STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E Project Name: High St Deli Headquarters Report Page: (Page 2 of 6) Date Prepared: 5/13/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 C. COMPLIANCE RESULTS Results in this table are automatically calculated from data input and calculations in Tables F through R. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Refrigerate d Warehouse / Space 120.6(a) (See Table F) Commercial Refrigeratio n 120.6(b) (See Table G) Parking Garage Exhaust 120.6(c) (See Table H) Process Boilers 120.6(d) (See Table I) Compressed Air Systems 120.6(e) (See Table J) Elevators 120.6(f) / 160.7 (See Table K) Escalators & Moving Walkways 120.6(g) (See Table L) Computer Rooms 140.9(a) (See Table M) Commercial Kitchens 140.9(b) (See Table N) Laboratory/ Factory Exhaust 140.9(c) (See Table O) Controlled Environment Horticulture 120.6(h) (See Table P) Steam Traps 120.6(i) (See Table Q) Multifamily Pool/Spa 160.7 (See Table R) Compliance Results Yes COMPLIES D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. REFRIGERATED WAREHOUSES/SPACES This section does not apply to this project. G. COMMERCIAL REFRIGERATION This section does not apply to this project. H. ENCLOSED PARKING GARAGE EXHAUST This section does not apply to this project. STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E Project Name: High St Deli Headquarters Report Page: (Page 3 of 6) Date Prepared: 5/13/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 I. PROCESS BOILER This section does not apply to this project. J. COMPRESSED AIR SYSTEMS This section does not apply to this project. K. ELEVATOR LIGHTING AND VENTILATION This section does not apply to this project. L. ESCALATORS AND MOVING WALKWAYS SPEED CONTROLS This section does not apply to this project. M. COMPUTER ROOM SYSTEM SUMMARY This section does not apply to this project. N. COMMERCIAL KITCHEN EXHAUST AND VENTILATION This table contains all new and replacement hoods being installed within the scope of the permit application. Table N is used to demonstrate compliance with prescriptive requirements found in 140.9(b). Kitchen Ventilation 140.9(b)2 01 Existing kitchen hoods not being replaced as part of an addition or alteration (do not need to meet requirements) Requirements 02 Replacement Air to Hood Compliance Method 140.9(b)1A Not providing replacement air directly to the hood(s) 03 Mechanically cooled or heated makeup air delivered to any space with a kitchen hood is designed per 140.9(b)2A to not exceed the greater of: The supply flow required to meet the space heating and cooling load 04 Location that is supplying transfer air: STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E Project Name: High St Deli Headquarters Report Page: (Page 4 of 6) Date Prepared: 5/13/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 N. COMMERCIAL KITCHEN EXHAUST AND VENTILATION 05 The kitchen/ dining facility has a total Type I and Type II kitchen hood exhaust airflow > 5000 cfm and is designed to have one of the following per 140.9(b)2B: NA: Not a kitchen/ dining facility having a total Type I and Type II kitchen hood exhaust airflow rate > 5,000 cfm Kitchen Exhaust: Airflow Rate 140.9(b)1B 01 Kitchen Name or Item Tag Kitchen Compliance Method per 140.9(b)1B NA: Kitchen/ dining facility has a total Type I and Type II kitchen hood exhaust airflow rate <= 5,000 cfm 02 03 04 05 06 07 08 Name or Item Tag Hood Type1 Hood Style Hood Length (ft)Equipment Duty Design Hood Exhaust Rate CFM Max Hood Exhaust Rate Allowed CFM KEF-1 Type I Wall-mounted Canopy 12 Heavy Duty 2370 3360 KEF-2 Type II Eyebrow 4.5 Light Duty 700 788 1FOOTNOTES: Type II hoods do not have a max hood exhaust air rate per 140.9(b)1B O. LABORATORY AND FACTORY EXHAUST AND FUME HOODS This section does not apply to this project. P. CONTROLLED ENVIRONMENT HORTICULTURE This section does not apply to this project. Q. STEAM TRAPS IN INDUSTRIAL FACILITIES This section does not apply to this project. R. Pool & SPAs This section does not apply to this project. STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E Project Name: High St Deli Headquarters Report Page: (Page 5 of 6) Date Prepared: 5/13/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 S. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selections have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCI/ Form/Title NRCI-PRC-01-E - Covered Process T. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp/providers.html Form/Title Systems/Spaces To Be Field Verified NRCA-PRC-02-F Kitchen Exhaust KEF-1; KEF-2; STATE OF CALIFORNIA Process Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PRC-E Project Name: High St Deli Headquarters Report Page: (Page 6 of 6) Project Address: 3247 Roberto Ct Date Prepared: 5/13/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-20016-0525-0513 Report Generated: 2025-05-13 16:09:01 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Jorge Bravo Documentation Author Signature: Company: 3C Engineering, Inc. Signature Date: Address: 1500 Palm St. CEA/ HERS Certification Identification (if applicable): City/State/Zip: San Luis Obispo CA 93405 Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Brian Starret Responsible Designer Signature: Company: 3C Engineering Date Signed: 2025-05-13 Address: 1500 Palm St License: M34068 City/State/Zip: San Luis Obispo Ca 93401 Phone: 805-540-3363 2025-05-13 805-540-3363 General Arrangement -SPECIFICATION- Box Height: Cooler 7'-7" (7'-3" Interior) Insulation: 4" thick AK-XPS4 Extruded foam UL classified core flame spread 15, Smoke rating less than 165 Compartment 1 - Cooler D1 - (1) Standard 36" x 76" Right inswing hinged flush door with brushed hardware. Interior & Exterior finish: 26 Ga. Stucco Embossed Acrylume. Digital LED Thermometer with pilot light switch. 1807 11w, Vapor Proof, 120V. LED fixture. 82 Lumens /watt Angled face . Requires 115vac. 1 amps. Refrigeration: (1) 1.5 HP Bohn DOE Compliant Outdoor Condensing Unit, Model BCH0012MBACZA0000, 208-230/1/60, MCA 20 Amps, BTUH 13060, Medium Temperature, Scroll, Air-cooled, R-448A, 1 year compressor and parts warranty from date of shipment within Continental USA. (1) Bohn DOE Compliant BEL0105AS6AMAB0405, 115/1/60, Low Profile Air Defrost, 1.8 Fan Amps with 2 Speed EC motor (1) Extended 4 year compressor Warranty Wall Panels Interior Finish: 26 Ga. Stucco Embossed Acrylume Exterior Finish: 26 Ga. Stucco Embossed Acrylume Customer Approval: ________________________________ Quote No : 24-33261 Revision : 1 Project : HIGH ST DELI HEADQUARTERS Date : 11/19/2024 Customer : Chop Restaurant Supply (DP-Strata) Page 1 of 4 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division Wall Elevation -SPECIFICATION-Continued Ceiling Panels Interior Finish: 26 Ga. Stucco Embossed Acrylume Exterior Finish: 26 Ga. Stucco Embossed Acrylume Accessories Shipped Loose (3) 48" LED LIGHT STRIP FIXTURE 96 LUMENS /WATT 120VAC, 0.33 AMPS - TEMP RANGE: -30°F-104°F, SHIP LOOSE RECOMMENDED ONE FIXTURE EVERY 144 SQ. FT. AT 12' HIGH (1) INVERTED L SHAPE EXTERIOR WALL CORNER NO FLOOR EACH (9) NSF VINYL FLOOR SCREED 72" Notes: * Allow a minimum of 2" clearance around all sides of the walk-in for proper air circulation Customer Approval: ________________________________ Quote No : 24-33261 Revision : 1 Project : HIGH ST DELI HEADQUARTERS Date : 11/19/2024 Customer : Chop Restaurant Supply (DP-Strata) Page 2 of 4 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division D1 Quote No : 24-33261 Revision : 1 Project : HIGH ST DELI HEADQUARTERS Date : 11/19/2024 Customer : Chop Restaurant Supply (DP-Strata) Page 3 of 4 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division 08/25/2025November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division CODE CASE ACTIVITY REPORT CODE-000094-2025 FOR CITY OF SAN LUIS OBISPO Address:05/29/2025Closed Date:CompliantStatus:3427 Roberto Ct San Luis Obispo, CA 93401 03/31/2025Opened Date:Steve SheatsAssigned ToCode EnforcementCase Type: Activity Date Created By Activity Type CommentsActivity Name 05/29/2025 Various emails w/business owner (attached) and discussion with City Biologist FO. Determined that since flatwork does not require a permit, even though it is in the creek setback, now that nothing can be done there is no need to follow up with further enforcement. FO will follow up on plantings and other creek related concerns. CorrespondenceSteve Sheats ClosedSteve Sheats Page 1 of 1City of San Luis ObispoAugust 21, 2026 BUILDING PERMIT Hood Suppression System FIRE-0387-2026 Issuance Date: 4/9/2026Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 053-063-019Project Address:3427 Roberto Ct , 100 Assessor's Parcel Number: Unit or Suite(s):100 1.00Square Footage: Legal Description:Tie in of supplied Captiveaire TANK fire suppression system Project Description: Applicant: Apex Fire Control Adam Weleba Business: (805) 975-8170 License Type: California State Contractor License License Number: 1027332 Classification: C16 - Fire Protection Contractor Contractor: Apex Fire Control Adam Weleba Business: (805) 975-8170 License Type: California State Contractor License License Number: 1027332 Classification: C16 - Fire Protection Contractor Owner: High St. Market and Deli Randy Coates Business: (805) 234-1220 2022Code Year:Stories : Fire Sprinklers:Motel Rooms:Dwelling Units: 0.00 Census:Construction Type: Occupancy: Valuation Group Type Sq. Ft Factor Valuation $2,500.00 Manual Fees Fee AmountFee Name IT Surcharge $16.68 Wet Chemical/Kitchen Hood $546.93 Total Fees:$563.61 Payments Date Receipt #Amount 4/8/26 $563.61 50,021-04-08-2026 Total Paid:$563.61 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 2a – CALIFORNIA LICENSED CONTRACTOR’S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. #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 have and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am a CA Licensed Contractor. Signature of Contractor, Authorized Agent or Owner Date April 09, 2026 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" 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/ HOLESSTRUT FOR S.S.NUTSSEATING AREASEATING AREA1/4" 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 April 08, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCECity of San Luis ObispoBuilding & Safety Division Model TANK Fire Suppression Extinguishing System Installation, Operation, and Maintenance Manual TANK Fire Suppression Extinguishing System Typical Hood End Cabinet Installation RECEIVING AND INSPECTION Check for any signs of damage upon receipt, and if found, report it immediately to the carrier. Check that all items are accounted for and free of damage. WARNING! The TANK Fire Suppression extinguishing system unit is to be installed, inspected, recharged and maintained in accordance with NFPA 17A, NFPA 96, and the National Fire Code of Canada as applicable. Installation and maintenance of the TANK Fire Suppression extinguishing system must be performed in accordance with this manual by a factory trained distributor. Improper installation poses serious risk of injury due to electric shock and other potential hazards. Read this manual thoroughly before installing or servicing this equipment. ALWAYS disconnect power prior to working on equipment. Save these instructions. This document is the property of the owner of this equipment and is required for future maintenance. Leave this document with the owner when installation or service is complete. Part No. A0029342 August 2024 Rev 26 April 08, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division 2 Technical Support (866) 784-6900 | Mon-Fri 8am-8pm ET or Sat 8am-5pm ET TANK FIRE SUPPRESSION HMI, ECPM03, and CORE Board The HMI provides access to change settings, view operating information, and dis- plays faults (Figure 1) for the electrical package, exhaust fan, and fire system. The HMI has 4 buttons; the function is displayed adjacent to each button on the screen. For more information on menu navigation, refer to the Demand Control Ventilation (DCV) Manual. The ECPM03 also provides access to fire system information. You can view Faults and Last Fire Info. You may also view if the fire system was activated by Firestat or MAD (Manual Activation Device). The Board has 4 buttons; the function is displayed below each button near the LCD screen (Figure 2). For more information on the ECPM03 Board, refer to the DCV Manual. The CORE Board uses LEDs (Figure 3) for alerts. The LED lamp meanings are: • A is for Alarm Alerts • B is for Fire System and/or Supervision Codes • C is N/A • D is for Gas Shut Down (Gas is off when the light is on). Maintenance WARNING: When servicing or cleaning ductwork, all Hood CORE, PCU CORE, and interlocked fire systems must be placed in test mode to prevent acciden- tal discharge. • Verify that the system design and installation are adequate to protect the hazard area and conform to the instructions in the Operation, Installation, and Mainte- nance (OIM) Manual. • Hood filters must be maintained on a daily basis to ensure proper airflow and grease extraction. Clean filters per the recommendations in the Hood Installa- tion, Operation, and Maintenance Manual. • All actuation hoses must be hydrostatically tested (at 500 psi test pressure) or replaced every twelve years in accordance with NFPA 17A. • Refer to the TANK Maintenance section for 6-Month Inspection Procedure. • Every two years, you must replace the batteries and inspect all electrical wiring and piping. • If it should become necessary to disconnect the TANK system from AC power for an extended period of time (more than two days), the batteries should be disconnected to prevent them from being damaged due to complete discharge. • After a fire; Inspect and/or replace all nozzles, Inspect all piping connections for tightness, Inspect all hood lights for proper seal and security, Inspect all wiring and Hood insulation to ensure all are in good condition. • Tanks must be replaced every twelve years. NOTE: See TANK Operation, Installation, and Maintenance Manual for detailed procedures. Failure to properly maintain equipment will void warranty. WARNING! Read and Understand the Operator’s Manual before servicing this unit. This Quick Start Guide is for Trained and Qualified Fire System Technicians. Figure 1 (HMI Screen Example) Figure 2 (ECPM03 LCD Example) Figure 3 (CORE Board Example) TANK Fire Protection: Quick Start Guide Technical Support (866) 784-6900 | Mon-Fri 8am-8pm ET or Sat 8am-5pm ET TANK FIRE SUPPRESSION CORE Board Faults When there are no faults in the fire system, Lamp B will stay solid (An LED indicator is also on the control package). When a fault exists, the LED will flash with a short break. Count the flashes then wait for a short break to determine the fault. For packages with HMIs, refer to the fault displayed on the screen. NOTE: CORE Boards with software versions 1.68 and prior will use one brief flash every 3-seconds to indicate there is no fault. Test Mode allows the system to be tested with operational appliances without discharging the system. If the system is left in test mode for 15 minutes, the gas valve will be locked out until test mode is deactivated. NOTE: The low pressure switch option is not required per product safety listings and standards. The fault is for monitoring purposes. When a Pressure Switch or Supervised Loop fault is present for 24 hours, cooking operations will shut down. Faults marked with (*) will shut down Gas/Shunt. During an AC power failure or loss of building power, all 120V AC gas valves/electrical appliances will shut down immediately. For 24V DC gas valves, the valve will stay powered for a few minutes depending on battery voltage (when both an AC Power Failure and Battery Voltage Low fault are present, the valve will shut down). Flashes Fault Condition Corrective Action Catastrophic Faults 1 Invalid Activation* Check for external voltage being applied at J3-7 and J3-10. 2 Release Solenoid* Check solenoid and wiring to solenoid, replace as needed. 3 Pressure Switch* Check solenoid and wiring to solenoid, replace as needed. 4 N/A N/A 5 Microcontroller Fault* Replace CORE printed circuit board. Critical Faults 6 N/A N/A 7 Supervised Loop Fault* Check the installation of the wiring to all the manual actuation devices (push stations) and firestats. Verify connections are secure and tight. Check for open/short circuits in the wiring. Repair or replace wiring as needed. Important Faults 8 Ground Fault Check the installation of the wiring to all the manual actuation devices (push stations) and firestats. Verify connections are secure and tight. Check for open/short circuits in the wiring. Repair or replace wiring as needed. 9 N/A N/A 10 Battery Voltage Low The voltage is below the battery threshold. Wait for batteries to recharge if there was a power failure. Replace if the batteries will not hold a charge. 11 AC Power Failure* The voltage is below the power supply (PS-02) threshold; approximately 27.18V DC. Check breakers, call power company. 12 Door Tamper Switch Close cabinet door. 13 Test Mode* Place switch in armed position when testing is complete. 14 CORE Interlock Check Dip Switches on all boards and RS-485 network wires connecting boards. 15 Fault on Hood in Network Check all hoods in CORE network for faults. 16 Fault on PCU in Network Check all PCUs in CORE network for faults. TANK Fire Protection: Quick Start Guide Technical Support (866) 784-6900 | Mon-Fri 8am-8pm ET or Sat 8am-5pm ET TANK FIRE SUPPRESSION Start-up and checks must be performed after install. Warranty will be void without completion of forms. Job Information: Cooking Appliance Locations: Left to Right TANK System Verification Service Notes: Start Date/Time Type of Inspection: (check mark one) Commissioning Semi-Annual Business Name: Business Address: Startup after Decommissioning (For systems shutdown for over 2-days) Business Phone: Name Plate and Hood Information Fire System #Hood Model #Job #Volts Hertz Phase Verify all nozzles are secure Actuators in Ship/Test Position (First Install/Semi Annual Inspections) Check field piping is complete with approved materi- als Vent limiting orifice is installed in last actuator Multiple hood connections: Check supply line connections are complete Pressure gauge monitoring performed (Nitrogen to PAK Hose) All appliances properly covered with correct nozzles; Verify correct flows (4FP, 5FP, 6FP) are covering the proper appliance No pressure leaks in the manifold. Verify Pro Press fittings are secure. Nitrogen is not leaking through PAK Hose connected and torqued to 15 in-lbs Duct and Plenum covered with correct nozzles Pressure gauge leakage test Tank cylinders have proper PSI with gauges func- tioning properly. Pressure is in the green range System connections sprayed with coil leak detector Tanks installed securely with straps and mounting hardware All filters are installed O-ring is installed, and free of damage, in Primary Actuator Hose (PAK Assembly) Verify gas valve strainer is installed. Clean out strainer (Gas must be shut off) TANK Fire Protection: Inspection Report Technical Support (866) 784-6900 | Mon-Fri 8am-8pm ET or Sat 8am-5pm ET TANK FIRE SUPPRESSION ALL SYSTEMS MUST BE ARMED AND NO FAULTS SHOULD BE PRESENT BEFORE LEAVING THE SITE. YOU MUST VERIFY THE ACTUATORS ARE MOUNTED TO THE TANKS BEFORE LEAVING THE SITE! Service Contact Information: Service Notes: Electrical Low Voltage Wiring Fire System TANK Control Panel power wired (Wall Mounted Control cabinet only) All Firestats are wired Record Battery Date Code Power Supply PS-02 is con- nected to AC power Remote Push Station is wired Record CORE Board Revision # Verify all fans are wired to con- trol panel and operate Supervised loop is run through metallic conduit and not with high voltage wiring Push station cover and tamper seal installed Shunt Trip Breaker wired (if required) Supervised loop connections secured in terminal blocks, j- boxes, and push-station(s) All nozzles are 35-50” from Hazard Zone Nozzles within 18” from Front/Back of Hazard Zone UDS Appliance Kill Switch (if equipped) wired Building alarm and trouble relay wired (if required) Check dedicated appliance cover- age (if required) Gas valve wired (if 120V AC) = Terminals GAS and N1 Battery connected at connec- tor J1 Record Power Supply (PS-02) out- put voltage Gas valve wired (if 24V DC) = Terminals LGV and N1D Verify all CORE Board interlocks are connected (CA, CB, CC) Secondary Release solenoid valve wired (Remote cabinet only) and Pressure switch After testing is complete, the actua- tor(s) are mounted to the tank(s) Fire System Activation Method Fire Mode Manual Activation Device (MAD)Release solenoid opens and balloons inflated Firestat All gas and electric appliances shutdown 120V AC Only Fire system light activates Battery Backup Only Audible alarm sounds “Push to Reset” operates Actuators deployed (Ship/Test Position) HMI displays “FIRE” End Date/Time Service Company: Company Address: Company Phone: Contact Name (Printed): Contact Name (Signed): TANK Fire Protection: Inspection Report 7 TANK Fire Protection: Inspection Report.......................5 WARRANTY ....................................................................8 Certifications and Approvals..........................................8 System Overview...........................................................8 COMPONENTS ...............................................................9 Cylinder Tank Assembly..............................................10 Cylinder Tank and Actuator Bracket............................11 Discharge Adapter.......................................................11 Nozzles........................................................................12 Primary Actuator Kit (PAK) ..........................................12 Secondary Valve Actuator (SVA) and Hose ................13 Supervisory Pressure Switch.......................................13 Gas Shut-Off Valves....................................................14 Electric Remote Manual Release ................................14 Firestat (Heat) Detector...............................................14 INSTALLATION .............................................................15 Cylinder Tanks.............................................................15 Removing Full Cylinder Tanks (Optional)....................16 Primary and Secondary Actuator Installation...............16 Primary Actuator Kit (PAK) ......................................17 Secondary Valve Actuator (SVA) .............................17 Supervisory Pressure Switch.......................................18 Wall-Mount Utility Cabinet (WMUC) Installation ..........19 WMUC Installation with Hanging Angles .................19 WMUC Wall-Mount Option .......................................19 Duct and Plenum Protection........................................20 Plenum Protection ....................................................20 Duct Protection ........................................................21 Ventilation Exhaust and Dampers ...............................23 Electrostatic Precipitators (ESP)..................................23 Appliance Protection....................................................24 Overlapping Appliance Protection ............................24 Appliance Coverage ....................................................25 Coverage Exceptions ...............................................26 Overlapping Protection ............................................27 Overlapping Coverage - Group Protection ...............27 Upright Broiler/Salamander Protection ....................29 Appliance with Shelf .................................................30 Wok Protection .........................................................31 Large Wok Protection ..............................................32 Overhead Obstruction/Salamander Protection ........33 Pizza Ovens .............................................................34 Agent Distribution Piping .............................................36 Cylinder Nozzle and Piping Parameters ..................38 Nozzle Installation ....................................................38 Gas Shut-Off Valves....................................................39 Hood Riser Sensor Replacement................................41 Fire Protection Manual Actuation Device.....................42 Trouble Input Wiring ....................................................42 Fire Protection System Printed Circuit Board ..............43 Electrical......................................................................46 Wire Ampacity Rating ..............................................47 Distance Limitations .................................................47 Fire Alarm Contacts .................................................47 Fire Group ................................................................48 Fire Protection System Supervised Loops...................49 Supervised Loop Electrical Details ..........................50 PCU Fire System.........................................................51 PCU Fire System Nozzles .......................................52 OPERATION .................................................................53 Test Mode Overview....................................................54 Reset Overview ...........................................................54 Battery Backup ............................................................55 Power Supply Adjustment............................................55 Fire Protection System Firestat ...................................56 Non-Solid Fuel Hood/Appliances (Rated 450°F) .....56 Non-Solid Fuel Hood/Appliances (Rated 600°F) .....56 Solid Fuel Hood/Appliances (Rated 700°F) .............56 TROUBLESHOOTING ..................................................57 CORE Board Faults.....................................................58 Appliance Shutdown in Fault Conditions.....................59 Local Alarm Muting ..................................................59 Test Mode ................................................................59 Supervised Loop/Power Supply Troubleshooting........60 DIP Switch Settings .................................................61 START-UP/INSPECTION TEST PROCEDURE ...........63 Fire System Wiring Connections .................................63 Preparing System for Test...........................................63 Connecting Service Test Kit ........................................64 Balloon Test Procedure...............................................66 Firestat Test Procedure...............................................67 Disconnecting Service Cylinder Tank..........................67 Re-arming System.......................................................67 Leakage Testing..........................................................68 Every Month (System Owner)......................................69 Every Six Months (Factory Trained Distributor)...........70 Every Two Years .........................................................70 Every Twelve Years.....................................................70 Decommissioning ........................................................70 Agent Cylinder Tanks ..............................................70 Actuation Hoses .......................................................70 Conditional Maintenance.............................................71 Replacing A Primary Actuation Kit ...........................71 Replacing A Secondary Valve Actuator ...................71 Adding Nitrogen to Tank(s) ......................................72 POST-DISCHARGE MAINTENANCE ...........................73 General Information.....................................................73 Appliance Cleanup.......................................................73 Cleaning Distribution System.......................................73 Cleaning Nozzles.........................................................73 Flushing the Distribution Pipe Network........................74 Flushing Procedure with Spare/Test Cylinder .............74 Flushing Procedure with an External Water Supply ....75 Flush the System .....................................................75 Dry the Lines ............................................................76 Cylinder Tank Maintenance.........................................77 Removing a Cylinder Tank (Empty or Storage) .......77 Install New Cylinder Tank(s) ....................................78 Depressurizing a Cylinder Tank ...............................79 Rechecking the System ...........................................79 Mobile Kitchen/Seasonal Shutdown ........................80 TANK FIRE SUPPRESSION SYSTEM PARTS ............81 Start-Up and Maintenance Documentation..................84 Job Information............................................................84 Table of Contents 8 WARRANTY Model TANK Fire Suppression extinguishing system is warranted to be free from defects in materials and workmanship, under normal use and service, for a period of 60-months from date of shipment. Warranty does not cover consumable products such as batteries and nitrogen. This warranty is null and void if: 1. The system is not installed by a factory trained installer per the MANUFACTURER’S installation instructions shipped with the product. 2. The equipment is not installed in accordance with Federal, State, Local codes, and regulations. 3. The system is misused or neglected, or not maintained per the MANUFACTURER’S maintenance instructions. 4. The system is not installed and operated within the limitations set forth in this manual. 5. The invoice is not paid within the terms of the sales agreement. The MANUFACTURER shall not be liable for incidental and consequential losses and damages potentially attributable to malfunctioning equipment. Should any part of the equipment prove to be defective in material or workmanship within the 60-month warranty period, upon examination by the MANUFACTURER, such part will be repaired or replaced by MANUFACTURER at no charge. The BUYER shall pay all labor costs incurred in connection with such repair or replacement. Equipment shall not be returned without MANUFACTURER’S prior authorization, and all returned equipment shall be shipped by the BUYER, freight prepaid to a destination determined by the MANUFACTURER. NOTE: To receive warranty coverage for this product, fill out the “TANK Fire Protection: Inspection Report”. Fill in all required information. Fax the page to 1-919-516-8710 or call 1-866-784-6900 for emailing information. Certifications and Approvals The Tank Fire Suppression system is ETL Listed in accordance with ANSI/CAN/UL/ULC 300, ULCORD- C1254.6. The microprocessor-based control board is ETL Listed to UL Standard 864 and CAN/ULC-S527-11. The Tank Fire Suppression system is acceptable for use in New York City, and is approved per FDNY COA #5870. System Overview The Tank Fire Suppression extinguishing system provides fire protection for commercial cooking appliances and ventilation. The Tank Fire Suppression extinguishing system is electrically released via a 24V DC solenoid valve. Extinguishing system units with electrical detection, activation, and control require the use of a Listed Control Panel, which has been found acceptable for releasing device service and which is compatible with the electrical actuators used on the extinguishing system. In addition, all electrical detectors, notification devices, and pull stations are required to be Listed and compatible with the Control Panel. 9 COMPONENTS The following section lists the major components used in the TANK Fire Suppression extinguishing system. Figure 1 - Shipping/Test View Figure 2 - Exploded View NOTE: Tanks should never be filled with agent in the field. 1. Unit is shown in Shipping/Test Position 2. Tank Straps 3. Tank Mounting Bracket (Secured to cabinet with rivets) 4. Cylinder Tanks (Up to four tanks may be installed depending on cabinet size.) 1 2 3 4 2 1. Tank Mounting Brackets 2. Secondary Supervisory Pressure Switch (Optional) 3. Secondary Cylinder (Optional) 4. Primary Cylinder 5. Supervisory Pressure Switch 6. Primary Actuator Kit 7. Secondary Actuator Hose (Optional) 8. Secondary Valve Actuator (Optional) 9. Primary Valve with Siphon Tube 10. Secondary Valve with Siphon Tube (Optional) Tank straps not shown. 1 3 7 2 8 4 5 10 6 9 10 Cylinder Tank Assembly The TANK Fire Suppression cylinder assembly (p/n 87-300001-001) uses a mild steel cylinder, conforming to 4BW250 DOT & 4BWM-17 TC specifications, and a nickel-plated brass valve with pressure indicator gauge. Each valve includes a Schrader valve for connection to the primary actuator hose (for primary cylinders) or the supervisory pressure switch (optional for secondary cylinders). Each cylinder assembly is factory-filled with TANK liquid fire suppressant and pressurized to 200 psig (1379 kPA) at 70°F (21°C). Each cylinder supports up to 5 nozzles for a total of 20 flow points. Figure 3 - Cylinder Tank Details The pressure of a cylinder will vary with the ambient temperature, as detailed in Table 1. The gauge indicator (shown in Figure 3) should be in the acceptable ‘green’ range for a cylinder that is properly pressurized and within the listed operating temperature range. For a cylinder at the lowest listed operating temperature of 32°F (0°C), the pressure gauge should read approximately 175 psig (the lower end of the green range). For a cylinder at the highest listed operating temperature of 130°F (54.4°C), the pressure gauge should read approximately 225 psig (the upper end of the green range). NOTE: The agent itself may be stored down to -20°F (not operational system temperature). Table 1 - Cylinder Temperature Vs Pressure 1 2 4 A B 1 2 3 Single Schrader Valve Dual Schrader Valve 1. Pressure Gauge 2. Primary Schrader Valve 3. Secondary Schrader Valve 4. Discharge Outlet A. Tank to Actuator Distance = 23-1/4” B. Tank Diameter = 10” 225 (1551 kPA) 215 (1482 kPA) 205 (1413 kPA) 195 (1344 kPA) 185 (1275 kPA) 175 (1206 kPA) 30 (-1) 40 (4) 50 (10) 60 (15.6) 70 (21) 80 (27) 90 (32) 100 (38) 110 (43.3) 120 (49) 130 (54.4) Temperature °F (°C)Pressure PSIG (kPa) 11 Cylinder Tank and Actuator Bracket Each cylinder assembly is secured to a factory-installed cylinder bracket in the cabinet (p/n TFS- UCTANKBRACKET). The cylinder is secured to the cylinder bracket via three (3) stainless steel straps. The cylinder bracket also includes a platform for securing a primary actuator kit or secondary valve actuator during shipping and maintenance procedures. Figure 4 - Cylinder Tank and Actuator Bracket Discharge Adapter The discharge adapter (p/n WK-283952-000) is used to connect the TANK Fire Suppression cylinder valve outlet to the agent distribution pipe network. The 1/2-inch NPT internal thread of the discharge adapter outlet is connected to the supply line via an elbow and adapter. The discharge adapter uses an O-ring (p/n WK-108019-000) at the valve port to eliminate leaks during discharge. Figure 5 - Discharge Adapter 12 Nozzles The Overlapping Female Nozzle(s) (p/n OL-F) are used for plenum, duct, overlapping appliance protection, and dedicated appliance coverage (e.g., salamanders, upright broilers, chain broilers, and appliance with upright obstructions). The nozzles include a cap (p/n 3074-1-1). The cap prevents contamination from entering the pipe network and is designed to pop-off upon system discharge, allowing the agent to flow to the protected hazard area. Refer to “Duct and Plenum Protection” on page 20. Figure 6 - Fire System Nozzle Primary Actuator Kit (PAK) The Primary Actuator Kit (PAK) (p/n 87-300030-001) is installed on each primary cylinder assembly to pneumatically open the cylinder valve and provide actuation pressure for up to three secondary valve actu- ators. A vent limiting orifice is present to allow easier resetting of SVA pistons during inspections. The PAK consists of a pneumatic actuator, 24V DC solenoid valve, solenoid strainer (recommended by the manufacturer), check valve, primary actuator hose, and associated fittings. When activated, through automatic or manual system actuation, the control panel sends a momentary 24V DC release signal. The solenoid strainer will filter out debris from entering the system. The PAK solenoid will open, allowing pressure from the primary cylinder to pass through the solenoid and check valve. The pressure flows into the primary actuator (actuating the primary cylinder), and into the interconnected sec- ondary valve actuators (actuating the secondary cylinders). The primary actuator has a 1/8” NPT inlet port for connection to the primary system cylinder, and a 1/8” NPT outlet port for connection to the secondary cylinder actuation line or actuation line vent limiting orifice for single cylinder system. The primary actuator includes a piston with a spring-loaded locking pin which locks the piston in the discharge position, ensuring complete discharge of the cylinder contents. When testing/inspecting, if a component fails inspection, replace the PAK assembly. Figure 7 - Primary Actuator Kit NOTE: The primary supervisory pressure switch is standard on primary tanks. Secondary supervisory pressure switches are optional on secondary tanks. Nozzle P/N: OL-F Previously P/N 3070-3/8H-10-SS 1. Schrader Service Valve 2. Check Valve 3. Solenoid Valve 4. Supervisory Pressure Switch Connection 5. Solenoid Strainer (internal to assembly) 6. Knurled Fitting 7. Primary Actuator 8. Primary Actuator Hose (Stainless Steel) 9. Locking Pin 10. Piston 11. Hex Fitting 12. Vent Limiting Orifice 7 12 8 1 3 4 9 10 5 2 116 13 Secondary Valve Actuator (SVA) and Hose A Secondary Valve Actuator (SVA) (p/n 87-120042-001) is installed on each secondary cylinder assembly to pneumatically open the cylinder valve(s). The SVA has 1/8” NPT inlet and outlet ports for connection to the system actuation line via the SVA hose. All secondary hoses require a 1” minimum bend radius. The SVA includes a spring-loaded locking pin that locks the actuator piston in the discharge position, ensuring complete discharge of the cylinder contents. Figure 8 - Secondary Valve Actuator Supervisory Pressure Switch The primary and (optional) secondary supervisory pressure switch (p/n 87-300040-001) are preset to alarm at a cylinder pressure of ~10% below the lowest operating system pressure of 175 psig (pressure at the lowest listed operation temperature of 32°F). The supervisory pressure switch uses a diaphragm sensor to detect pressure changes. At the predetermined set point, the unit actuates a SPDT snap-acting switch, converting a pressure signal into an electrical signal. The supervisory pressure switch can be used on primary and/or secondary cylinders. For primary cylinders, the pressure switch is mounted on the primary actuator kit. For secondary cylinders, the pressure switch is mounted on the Schrader fitting installed on the cylinder valve. Figure 9 - Supervisory Pressure Switch 1. Vent Limiting Orifice 2. Locking Pin 3. Piston 4. Secondary Valve Actuator Hose • 7.5” hose option (p/n 87-120045-001) • 24” hose option (p/n 87-120045-002) • 60” hose option (p/n 87-120045-003) 3 2 14 1. Supervisory Pressure Switch (Primary) 2. Wrench Flats 3. Secondary Supervisory Pressure Switch (Optional) 4. Schrader Valve 1 2 43 14 Gas Shut-Off Valves Electric gas shut-off valves are used to shut down the flow of fuel gas to the kitchen appliances upon actuation of the TANK Fire Suppression system. An energized solenoid is used to hold the gas valve in the open position. The solenoid closes the valve when de-energized via the output relay of the control panel. The gas valves are available in 120V AC and 24V DC, ranging from 3/4” to 3” pipe sizes (Table 2). Electric Remote Manual Release An electrically operated manual release that is listed must be used with the TANK Fire Suppression extinguishing system. The electric remote manual release is used to actuate the TANK Fire Suppression extinguishing system manually and must be properly located and supervised in accordance with NFPA 17A and NFPA 96. Firestat (Heat) Detector The Firestat (Fenwal Detect-a-Fire) is a listed electric thermal detector available in a variety of temperature settings and used to actuate the TANK Fire Suppression extinguishing system automatically. When a Firestat senses a temperature higher than its setpoint, the Firestat contacts will close and energize the TANK Fire Suppression system via the control panel. Figure 10 - Firestat Table 2 - Electric Gas Valves Size P/N (ASCO) 120V AC P/N (ASCO) 24V AC 3/4” 8214235 8214G236-24VDC 1” 8214250 8214G251-24VDC 1-1/4” 8214265 8214G266-24VDC 1-1/2” 8214275 8214G276-24VDC 2” 8214280 8214G281-24VDC 2-1/2” 8214290 - 3” 8214240 - 15 INSTALLATION The extinguishing system consists of pressurized agent storage cylinders tanks, agent distribution piping, valve actuators, supervisory pressure switches, and agent discharge nozzles. All primary components and piping are factory-installed. Systems may be comprised of single or multiple cylinders depending on the size and configuration of the protected hazards. Cylinders can be piped independently, or manifolded. On two-cylinder systems, the cylinders will be in a manifold configuration. Refer to “Agent Distribution Piping” on page 36 for a two-cylinder system example. On three-cylinder systems, two cylinders will be in a manifold configuration and one independent. On four-cylinder systems, there will be two separate manifolds. In a fire condition or upon manual actuation, the solenoid valve is opened, allowing pressure from the primary cylinder to flow to the primary and secondary cylinder valve actuators, opening the cylinder valves and discharging liquid fire suppressant to the protected hazard areas. Figure 11 - Cylinder Assemblies Cylinder Tanks Figure 12 - Dual Cylinder Mounted in Cabinet Cylinders are typically factory-installed, pressurized, and may be located anywhere within the hood end cabinet. Additional cylinders may be field installed, as needed, in the additional hood end or wall mount cabinet. Figure 12 shows a dual cylinder system mounted to the right of the hood control unit. Each cylinder assembly is secured to a factory-installed cylinder bracket in the hood end cabinet. The cylinder is secured to the cylinder bracket via three (3) stainless steel straps. WARNING! System must be installed and operated in a conditioned space between 32°F and 130°F. 1 2 1 2 1. Primary Cylinder Assembly 2. Secondary Cylinder Assembly (Optional) Right side cabinet mount shown. 16 Removing Full Cylinder Tanks (Optional) Figure 13 - Removing Full Cylinders When installing the hood, to reduce weight, you may remove the cylinder(s). 1. Verify the actuators are in the shipped position (Figure 14). If the system contains multiple tanks, check all additional actuators. 2. Use a 1/2" and 9/16" box end wrench to remove the two mounting bolts holding the tank on the bracket. 3. Loosen the straps. 4. Remove the tanks. Repeat for additional tanks. 5. Always reinstall tank(s) after the hood is secured. Refer to “Install New Cylinder Tank(s)” on page 78. NOTE: When tightening the tank straps, use zip ties to secure excess banding. Primary and Secondary Actuator Installation Figure 14 - PAK in Ship/Test and Installed Positions WARNING! Do not complete PAK or secondary valve actuator installation until system test and commission- ing are complete. The cylinder bracket includes a platform for securing a primary actuator kit or secondary valve actuator during shipping and maintenance procedures. The system actuators must be in the ship/test position for all commissioning and test procedures. Testing with actuators in place will result in discharge of the agent cylinders. Refer to “START-UP/INSPECTION TEST PROCEDURE” on page 63 for the testing and commission- ing unit. 1. Cylinder 1 2. Mounting Bolts 3. Cylinder Straps 4. Cylinder 2 (Optional) 21 4 3 1. Shipping Bolts 2. Nut 3. Valve Protection Plate 4. Mounting Bolts 5. Primary Actuator Kit (In Transport Position) 6. Supervisory Pressure Switch Ship/Test Position Installed Position 5 1 2 3 4 6 17 Primary Actuator Kit (PAK) Figure 15 - Actuator Valve The primary actuator kit is mounted to the primary cylinder bracket during shipment and when testing the system. With the cylinders securely mounted and connected to the system piping, the primary actuator kit can be installed onto the primary cylinder for the final setup. 1. Remove the valve protection plate and nuts. Retain the mounting bolts for installation of the PAK. 2. Ensure the primary actuator piston is in the set position. 3. Loosen the PAK shipping bolts from the top of the bracket, slide the unit back and lower it into position on the valve actuation flange. 4. Insert the mounting bolts through the bottom of the valve flange into the PAK mounting holes and tighten securely. 5. Connect the primary actuator hose to the Schrader valve on the primary cylinder valve. The primary hose requires a 1.5” minimum bend radius. Secondary Valve Actuator (SVA) With the cylinders securely mounted and connected to the system piping, the secondary valve actuators (SVA) can be installed onto each of the secondary cylinder(s). 1. Remove the valve protection plate and nuts. Retain the mounting bolts for installation of the SVA. 2. Loosen the SVA shipping bolts from the top of the bracket, slide the unit back and lower it into position on the valve actuation flange. 3. Insert the mounting bolts through the bottom of the valve flange into the SVA mounting holes and tighten securely. 4. Ensure the secondary actuator hose is securely connected to the primary actuator output port and SVA input port. Key Limitations • Total length of secondary actuation flex hose must not exceed 75” of flex hose. Refer to “Secondary Valve Actuator (SVA) and Hose” on page 13 for secondary hose information. • Secondary actuator hose(s) require 1” minimum bend radius. • Maximum number of secondary valve actuators operating from the primary actuator unit is three (3). WARNING! Installation of the primary actuator hose is the FINAL step performed. Connecting this hose earlier may result in accidental system discharge. Refer to “START-UP/ INSPECTION TEST PROCEDURE” on page 63 for the testing and commissioning procedure. When inspecting the primary actuator hose, replace O-ring. Refer to “TANK FIRE SUPPRESSION SYSTEM PARTS” on page 81. The primary and secondary actuation hoses cannot be interchanged. The primary actuation hose must be used with the PAK. WARNING! The Valve Protection Plate must remain on the valve actuation port until the valve actuator is installed. The primary and secondary actuation hoses cannot be interchanged. The secondary actuation hose (7", 24" or 60" length) must be used with secondary valve actuators. 1 2 1. Set Position 2. Actuated Position 18 Supervisory Pressure Switch A supervisory pressure switch will always be located on the primary cylinder by the Primary Actuator Kit (PAK). For secondary cylinders, this is an optional component that may be added on. For primary cylin- ders, the pressure switch is mounted on the primary actuator kit. For all secondary cylinders, the pressure switch is mounted on the Schrader fitting on the cylinder valve. 1. Remove cap from applicable Schrader fitting. 2. Thread the switch onto the Schrader using the brass wrench flats only. Figure 16 - Supervisory Pressure Switch Installation NOTE: Pressure switches do not contain any field replaceable parts. Refer to applicable control panel manual for wiring of the supervisory pressure switch. Wire in accordance with local and national electrical codes. The electrical rating is rated to 5A resistive and 3A inductive at 30V DC; gold flashing over silver contact for loads down to 1mA at 24V DC. Supervisory pressure switches are connected in series to the control panel supervisory input. WARNING! Proof pressure (*) limits stated on the nameplate must never be exceeded, even by surges in the system. Occasional operation of unit up to proof pressure is acceptable (e.g., start-up, testing). Continuous operation should not exceed the designated over range pressure (**). *Proof pressure - the maximum pressure to which a pressure sensor may be occasionally subjected, which causes no permanent damage (e.g., start-up, testing). **Over Range Pressure - the maximum pressure to which a pressure sensor may be continuously subjected without causing damage and maintaining set point repeatability. WARNING! Disconnect all supply circuits before wiring pressure switch. Electrical ratings stated in literature and on nameplate must not be exceeded - overload on a switch can cause failure on the first cycle. Wiring Color Code Red Black White Terminals NO (NC under Pressure) NC (NO under Pressure) Com 21 4 3 1. Supervisory Pressure Switch (Primary) 2. Wrench Flats 3. Schrader Valve 4. Optional Secondary Supervisory Pressure Switch 19 Wall-Mount Utility Cabinet (WMUC) Installation WMUC Installation with Hanging Angles The utility cabinet will be field installed by others. Refer to Utility Cabinet Schedule for cabinet size. The hanging angle must be supported with 1/2”-13 TPI Grade 5 (minimum) All-Thread. Sandwich hanging angles and ceiling anchor points with 1/2” Grade 5 (minimum) steel flat washers and 1/2”-13 TPI Grade 5 (minimum) hex nuts. Refer to Figure 17. Hardware provided by others. 1. Must use doubled hex nut configuration beneath utility cabinet hanging angles and above ceiling anchors. 2. Maintain 1/4” of exposed threads beneath bottom hex nut. 3. Torque all hex nuts to 57 ft-lbs. Figure 17 - Hanging Angle Mount Details WMUC Wall-Mount Option Figure 18 - Wall-Mount Details The utility cabinet will be field installed by others. Refer to Utility Cabinet Schedule for cabinet size. The utility cabinet must be secured to the wall using a minimum of eight (8) fasteners and washers. Use four fasteners/washers on the top of the cabinet, and four fasteners/washers on the bottom. Refer to Figure 18. 1. Mark locations in the top and bottom angle-iron of the utility cabinet. 2. Drill pilot holes for fasteners. 3. When installing to the wall: • Concrete/Masonry - use 5/16” x 2-1/4” Tapcons. • Metal Studs - use 5/16” x 1-1/2” Self Drilling Screws. • Wooden Studs - use 5/16” x 3-1/2” Lag Bolts. • Drywall (only) - use 5/16” x 4” Long Toggle Bolts. NOTE: Wall-mounted utility cabinets up to 48” long, must be secured to 2 studs minimum (top and bottom of the util- ity cabinet). Wall-mounted utility cabinets over 48” long, must be secured to 3 studs minimum (top and bottom of the utility cabinet). 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD). UTILITY CABINET HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. (HARDWARE BY INSTALLER) Fastener and Washer through Angle-Iron Washer Fastener 20 Duct and Plenum Protection The TANK Fire Suppression extinguishing system for duct and plenum coverage can be provided by inde- pendent fire suppression tanks and piping or integrated with the fire suppression tanks and piping used for protection of the appliances. Max of 5 nozzles per TANK for duct and plenum coverage only. Each duct and plenum nozzle protection is 4 flow points. Plenum Protection The nozzle(s) (page 12), are used to protect plenum areas in both single bank and V-bank plenum config- urations. The nozzle will protect up to a 4' wide x 10' long plenum section. For larger plenum areas, addi- tional nozzles are added as required, with each nozzle protecting no more than a 4' wide by 10' long plenum section. Nozzles may be installed pointing in the same direction, and/or at opposite ends of the plenum, pointing toward each other. The nozzles must not be installed back-to-back when protecting ple- num areas. When positioned at the end of the plenum, nozzles must be installed from 0 to 6" into plenum. If the riser is not centered on the plenum, the plenum nozzle is placed on the side of the plenum closest to the riser. The nozzle locations for plenum protection are shown in Figure 19 and Figure 20. Figure 19 - Single Bank Filter Plenum *Isolated Plenum Place for Clarity TOP VIEW *Isolated Plenum Place for Clarity Plenum Nozzle 4' Max Plenum Nozzle SIDE VIEW 4' Max 10' Max 0-6" Height Filter 21 Figure 20 - Dual V-Bank Filter Plenum Duct Protection The nozzle(s) (page 12) is used for the protection of exhaust ductwork and can protect any duct cross- section type (e.g. round, square, or rectangular). A sufficient quantity of nozzles must be provided to ensure that no single nozzle coverage exceeds 75" in perimeter. A single nozzle will protect a duct up to 75” perimeter (22” nominal diameter) and unlimited length. Two nozzles are required for protection of 75-150” perimeter and unlimited length. A minimum of 3 nozzles is required for protection of ducts exceeding 150" perimeter (36” nominal diameter) and unlimited length. When using multiple nozzles (modular protection), the coverage area for each nozzle must not exceed 75" perimeter. Figure 21 - Nozzle Duct Protection *Isolated Plenum Place for Clarity TOP VIEW *Isolated Plenum Place for Clarity SIDE VIEW 4' Max 10' Max 0-6" Plenum Nozzle Plenum Nozzle 4' Max Height FilterFilter Plenum Nozzle 2 1 2 1 3 4 1. Duct 2. Hood 3. Single Nozzle 4. Dual Nozzle 22 Nozzles must be installed from 0" to 6" into the protected area of the duct. When more than one nozzle is required (modular protection), each nozzle must be located at the center of its protected module area. Additional nozzles are not required for changes in direction*. Duct obstructions and common ductwork must be protected in accordance with this manual, NFPA 17A and NFPA 96. The nozzle location and aim for duct protection are shown in Figure 22 and Figure 23. *When a change in direction occurs less than 6" from the duct entrance, the nozzle must be aimed as shown in Figure 22 and Figure 23. Figure 22 - Single Nozzle Placement (0-75” Perimeter Duct) • Duct perimeter up to and including 75” (1270mm). • To determine the perimeter: 2(A) + 2(B) = 75” (1905 mm). 1. Nozzle 2. Horizontal Duct Centerline (CL) 3. Aim Point 4. Vertical Duct Centerline (CL) 5. Duct Entrance A. Rectangular Duct Width B. Rectangular Duct Length B A CL CL CL 1 4 3 2 1 22” Nom. (457mm) 12.5” (318mm) Max 0-6” (0-152mm)2-4” (51-102mm) Square Duct Round Duct Rectangular Duct 5 Vertical Duct Vertical/Horizontal Duct 23 Figure 23 - Dual Nozzle Placement (75-150” Perimeter Duct) Ventilation Exhaust and Dampers The TANK Fire Suppression extinguishing system can be used with the exhaust fan either on or off when the system is discharged. It is recommended that the exhaust fan remain on at the time of discharge to aid in the removal of smoke, gases, and other airborne materials from the hazard area in the event of a fire. If the Authority Having Jurisdiction (AHJ) requires that the damper closes in the event of a fire system discharge, the system designer shall provide for protection downstream of the damper in compliance with NFPA 96, local codes, and/or as approved by the AHJ. Electrostatic Precipitators (ESP) An Electrostatic Precipitator (ESP) is designed to remove smoke and other airborne contaminants from the air flowing through the exhaust ductwork as a means of pollution control. Exhaust ductwork using ESPs requires Overlapping Male nozzle(s) (p/n OL-M [previously 3070-3/8HH-10-SS]) upstream, before the ESP. Distribution piping to the nozzles must not interfere with the function of the ESP unit. A Pollution Control Unit (PCU) and/or Electrostatic Precipitator (ESP) covered with this fire system can utilize up to 12 nozzles per tank. 1. Nozzle 2. Vertical Duct Centerline (CL) 3. Aim Point 4. Horizontal Duct Centerline (CL) 5. Duct Entrance A. 1/4 of dimension X B. 1/2 of dimension X C. 1/4 of Duct Diameter D. 1/2 of Duct Diameter LC LC LC LC LC LC LC LC LC X X A C A BDB LC LC LC LC 5 1 1 3 4 2 36” Nom. (914mm) 0-6” (0-152mm)2-4” (51-102mm) Square Duct Round Duct Rectangular Duct Vertical Duct Vertical/Horizontal Duct 24 Appliance Protection The TANK Fire Suppression system utilizes both overlapping and dedicated nozzle appliance coverage, depending on the type of cooking appliance(s) requiring protection. The Hazard Zone consists of the cook- ing surface of each appliance underneath each hood. For dedicated and overlapping nozzle information, refer to “Nozzles” on page 12. Overlapping appliance coverage allows a given area under the hood, defined as the hazard zone, to be protected by overlapping nozzles. Nozzles are evenly spaced at the same height and alignment (front-to- back) relative to the hazard zone. Dedicated appliance protection utilizes a nozzle, or nozzles, for protection of an individual appliance. Overlapping, dedicated appliance, plenum, and duct protection may be incorporated in a single pipe network on the TANK Fire Suppression extinguishing system, as long as the number of nozzles per tank does not exceed five. The following sections detail the different nozzle coverage and placement parameters for overlapping and dedicated nozzle appliance protection methodologies. Double row coverage is allowed for TANK. Overlapping Appliance Protection A single hazard zone utilizing overlapping coverage is 30” deep, by the total length of the hazard zone for the protected appliances. The cooking surface of all appliances protected by overlapping nozzles must be located within the defined hazard zone area. Cooking appliances eligible for overlapping protection are outlined in Table 3 on page 25. The lowest and highest cooking surface will determine the height of the fire suppression nozzles. All overlapping nozzles must be mounted at the same height in a single hazard zone. For applications where overlapping protection cannot be used, such as an upright boiler, dedicated appli- ance protection must be used. Figure 24 - Overlapping Protection Option 15” 12” Max 12” Max 15” Cooking Appliances Cooking Appliances 35” Min 50” Max 35” Min 50” Max 36” Max 36” Max Overlapping Hazard Zone End of Hazard Zone End of Hazard Zone 25 Appliance Coverage Table 3 illustrates the maximum permitted hazard zone dimensions of each appliance that can be pro- tected within a single overlapping zone. It is important to note that the hazard zone (area requiring protec- tion) is different than the total appliance size. Notes: 1. All dimensions shown are based on overlapping protection. 2. All dimensions and areas shown reference the hazard zone of the appliance, which is typically smaller than the outside dimensions of the appliance itself. 3. For multi-vat fryers, no single fryer module (vat & drip board) can exceed the above limitations. Nozzle height(s) for fryers should be taken from the fryer’s maximum level indicator. When no maximum level indicator is present, nozzle height(s) should be taken from the top of the vat to no more than 3” below. 4. Protection for tilt skillets and braising pans are to be based on the coverage parameters provided for fryer protection (UL300 section 6.1.1). Tilt skillets should be placed at the back of the hazard zone. Tilt skillet coverage must not interfere with the edge of the nozzle discharge pattern. 5. All appliance hazard surfaces must be located within the hazard zone. 6. Smaller appliances can be positioned anywhere in the zone (e.g., moved left, right, forward, or backward, provided the cooking hazard does not extend beyond the perimeter of the zone). 7. When the depth of the appliance exceeds maximum cooking hazard dimensions, a second row of nozzle coverage should be added. 8. Deep Fat/Industrial Fryer/Tilt Skillets over 14” wide and up to 34” max depth will be overlapping with 4 nozzles per tank, 30” max spacing. Max oil capacity: 24.75 gallons. Refer to Table 4 on page 26. Figure 24 illustrates the placement of nozzles for TANK Fire Suppression overlapping protection. Appliances denoted with an (*), or if there is an obstruction as defined on Table 6 on page 26, dedicated coverage will be required. Refer to page 29, page 30, and page 34 for details. Table 3 - Standard Overlapping Protection 5 nozzles per tank (20 flow points), 36” max nozzle spacing Hazard Fuel Source Maximum Depth of Hazard Zone Maximum Length of Hazard Zone Maximum Height of Fuel Multi Vat Fryer (3) (8) (with or without Drip-board) Gas or Electric 30” deep Unlimited N/A Split Vat Fryer (3) (8) (with or without Drip-board) Gas or Electric 30” deep Unlimited N/A Tilt Skillet (8) (4)Gas or Electric 30” deep Unlimited N/A Griddle Gas or Electric 30” deep Unlimited N/A Gas/Electric Radiant Charbroiler Gas or Electric 30” deep Unlimited N/A Upright Charbroiler/ Sal- amander, Chain*Gas or Electric 30” deep Unlimited N/A Appliance without Shelf/Obstruction*Gas or Electric 30” deep Unlimited N/A Range without Shelf/Obstruction*Gas or Electric 30” deep Unlimited N/A Wok Gas or Electric 11-24” diameter 11-24” diameter 6-3/4” deep 26 Coverage Exceptions Deep Fat, Industrial, Pressure Fryers, and Skillets over 14” wide and up to 34” max depth will be overlapping with 4 nozzles per tank, 30” max spacing. Max oil capacity: 24.75 gallons. Nozzle height(s) for fryers should be taken from the fryer’s maximum level indicator. When no maximum level indicator is present, nozzle height(s) should be taken from the top of the vat to no more than 3” below. *Henny Penny fryer models 690, 691, 692, and PXE-100 are allowed with standard 30” max nozzle spacing as long as the nozzle flow pattern is not obstructed by the lid while in the fully open position. A nozzle is required on both sides of the lid. Shelves/protrusions from appliances measuring 6” or less are not considered shelves, standard overlapping coverage applies. Refer to Table 3 on page 25. Shelves/obstructions greater than 6” and up to 12” require 4 nozzles per tank, 36” max nozzle spacing. Shelves exactly at 12” depth require 35” distance from nozzle tip to cooking surface. Shelves less than 12” may use nozzle distance from cooking surface of 35” to 50”, every effort should be taken to minimize nozzle spray pattern obstruction with the shelf. Refer to “Appliance Top with Shelf” on page 30 for more information. Table 4 - Overlapping Protection 4 nozzles per tank (20 flow points), 30” max nozzle spacing Hazard Fuel Source Maximum Depth of Hazard Zones Maximum Length of Hazard Zones Maximum Height of Fuel Deep Fat/Industrial Fryers (with or w/o Drip-board)Gas or Electric 34” deep Unlimited N/A Pressure Fryers* Gas or Electric 34” deep Unlimited N/A Tilt Skillet Gas or Electric 34” deep Unlimited N/A Wok Gas or Electric Greater than 24”, up to 30” diameter 30 inch diameter 9-1/2” deep Table 5 - Appliances using 3 nozzles per tank, 24” max nozzle spacing Hazard Fuel Source Maximum Depth of Hazard Zones Maximum Length of Hazard Zones Maximum Height of Fuel Natural Charcoal Broiler Charcoal 30” deep Unlimited 4” Solid Fuel Charbroiler Mesquite or Hardwood 30” deep Unlimited 6” Lava Rock Charbroiler Gas or Electric 30” deep Unlimited 3” Depth Table 6 - Appliance with Back Shelf 4 nozzles per tank (20 flow points), 36” max nozzle spacing Hazard Fuel Source Maximum Depth of Hazard Zones Maximum Length of Hazard Zones Maximum Height of Fuel Less than 12” Back Shelf Gas or Electric 30” deep Unlimited N/A 12” Back Shelf Gas or Electric 30” deep Unlimited N/A 27 Overlapping Protection Standard overlapping protection is 5 nozzles (20 flow points) at 36” max spacing. Exceptions are noted below. All overlapping nozzles must be spaced no more than 12” from each end of the appliance, and located at the centerline of the 30” hazard zone (front to back), at the same height, and aimed straight down. The nozzle height must be 35” to 50” above the appliance cooking surface, except for woks, where the height is measured 3 inches below the top rim of the wok. The nozzles must be positioned along the total hazard zone length to allow protection of each appliance in the hazard zone. Exceptions to standard overlapping protection: • Large/Industrial fryers over 14” wide, 4 nozzles at 30” max nozzle spacing per tank. • Woks larger than 24 inch diameter, 4 nozzles at 30” max spacing per tank. • Appliance with shelves, 4 nozzles at 36” max spacing per tank. • Solid Fuel Appliances, 3 nozzles at 24” max spacing per tank. Refer to “Coverage Exceptions” on page 26 for more information. Overlapping Coverage - Group Protection Overlapping protection provides coverage for a continuous hazard zone, with all nozzles at consistent position (i.e., zone centerline), spacing, and height. When there is an area within a hazard zone for which continuous overlapping coverage is not applicable, the overlapping protection zone may be ended, and a new zone started for the new group of appliances. Examples where continuous protection may be interrupted include a counter, storage or prep area, appliance not requiring protection (e.g., enclosed oven) or an appliance requiring dedicated appliance coverage. The examples on page 28 provide details of group overlapping protection for interrupted zones. This section illustrates the methodology for defining when a new hazard zone is required, as described above. For appliance specific overlapping coverage parameters (e.g., nozzle spacing and height requirements), refer to page 29 through page 35. 28 NOTE: Overlapping nozzle spacing and height requirements are based on the appliances protected for each individual zone. Nozzles must always be located at the start and end of each zone, no more than 12” from the end of the hazard zone (edge of 1st/last cooking appliance surface). Refer to “Overlapping Appliance Protection” on page 24. Zones cannot overlap. NOTE: All hazard surfaces in a zone must be within 35”-50” of the nozzles in that zone. Group Protection Example 1 – Appliance line separated by unprotected space. End nozzles must be located 12” or less (horizontally) from the end of the hazard zone. Standard overlapping nozzles must be spaced no further than the maximum allowed interval 36” on center. Refer to “Coverage Exceptions” on page 26 for more details on coverage exceptions. Figure 25 - Example 1 Example 2 – Appliance lines with overlapping nozzles at different heights Figure 26 - Example 2 12” Max ZONE 2 C C ZONE 1 A A B 12” Max 12” Max 12” Max D Overlapping Hazard Zone A. Zone 1 Overlapping Nozzle Spacing B. Zone 1 Overlapping Nozzle Height C. Zone 2 Overlapping Nozzle Spacing D. Zone 2 Overlapping Nozzle Height A 12” Max 12” Max A 12” Max C C D B ZONE 2 ZONE 1 12” Max Overlapping Hazard ZoneA. Zone 1 Overlapping Nozzle Spacing B. Zone 1 Overlapping Nozzle Height C. Zone 2 Overlapping Nozzle Spacing D. Zone 2 Overlapping Nozzle Height 29 Upright Broiler/Salamander Protection Upright broilers, chain broilers, and cheesemelters have specific coverage requirements. Unlike appliances with an exposed flat cooking surface, these appliances have an internal cooking surface and only have a small opening in the face or end of the appliance. To cover internal hazards posed by these appliances, an Overlapping Female (OL-F) nozzle (previously 3070-3/ 8H-10-SS) must be placed at the opening and aimed at the opposite rear corner of the appliance. This nozzle must be branched off one of the nozzle drops and piped to the appliance opening. No more than 2 nozzles per drop. The drawing below illustrates how this should be accomplished. Should the cooking surface of the appliance exceed 1,050 in2, an additional nozzle will be required on the opposite of the appliance for added fire protection. Refer to Figure 27 for details. 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing and copper Pro- Press fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 4. Install union in pipe leading to nozzle to allow for appliance removal and cleaning. 5. Nozzle heights above cooking surface (DIM A). 6. In addition to Standard Overlapping Protection, additional nozzles may be utilized for supplemental appliance specific protection. No more than two (2) nozzles may be used on a single drop. 7. Appliance drop fittings may be sealed with pipe dope or Teflon tape. Figure 27 - Broiler/Salamander Protection Cooking Appliance 15” MAX 12” MAX 2 3 1 36” MAX 36” MAX 4 DIM A 35” MIN/50” MAX DIM A 35” MIN/50” MAX 1. Overlapping Nozzle (OL-F) 2. Union in Pipe 3. Broiler/Salamander Protection Nozzle (OL-F) 4. Internal Cooking Surface. 30 Appliance with Shelf An Overlapping Female (OL-F) Nozzle (previously 3070-3/8H-10-SS) is used for Appliance Top Cooking equip- ment protection. This type of cooking equipment is available with multiple burner assemblies. Some appliances are equipped with shelving behind the appliance for additional storage. Figure 28 illustrates the shelf cannot overhang the appliance more than 12” from the back of the cooking surface. All dimensions fixed unless otherwise noted (e.g., min/max). 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing/fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 4. Nozzle heights above cooking surface (DIM A). 5. Appliance drop fittings may be sealed with pipe dope or Teflon tape. 6. Shelves or protrusions from appliances measuring 6” or less are not considered shelves, standard overlapping coverage applies. Refer to “Appliance Coverage” on page 25. Figure 28 - Appliance Top with Shelf 12” MAX 18” MIN 2 DIM A 15” MAX 15” MAX Cooking Appliance 36” Max 12” DIM A 1 2 35”-50” for Less than 12” Back Shelf 35” for 12” Back Shelf DIM A: 1. Overlapping Nozzle (OL-F) 2. Shelf - 12” maximum distance from the rear edge of the cooking hazard to the front edge of the shelf. 31 Wok Protection An Overlapping Female (OL-F) Nozzle (previously 3070-3/8H-10-SS) is used for Wok protection. The nozzle must be located within 12” from the left or right of the Wok and 15” from the front or back of the Wok. The Wok diameter range for protection is 11” to 24” diameter. 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing/fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Nozzle heights above cooking surface (DIM A). 4. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 5. Install drops at 36” maximum spacing. Drops must be installed with an internal pipe wrench or other no-marring pipe tool. 6. Appliance drop fittings may be sealed with pipe dope or Teflon tape. Figure 29 - Wok Diameter Protection (up to 24”) Ⱦ 24” MAX 15” MAX HazardHeightCooking Appliance HazardHeight12” MAX 1 36” MAX 36” MAX DIM A 35” MIN/50” MAX DIM A 35” MIN/50” MAX 2 1. Overlapping Nozzle (OL-F) 2. UL300 defines the wok cooking surface as 3” below the rim of the wok. 32 Large Wok Protection An Overlapping Female (OL-F) Nozzle (previously 3070-3/8H-10-SS) is used for Wok protection. The nozzle must be located within 12” from the left or right of the Wok and 15” from the front or back of the Wok. The Wok diameter range for protection is 30” diameter. 4 nozzles per tank, 30” max nozzle spacing. 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing/fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 4. Nozzle heights above cooking surface (DIM A). 5. Install drops at 30” maximum spacing. Drops must be installed with an internal pipe wrench or other no-marring pipe tool. 6. Appliance drop fittings may be sealed with pipe dope or Teflon tape. Figure 30 - Wok Diameter Protection (up to 30”) 1. Overlapping Nozzle (OL-F) 2. UL300 defines the wok cooking surface as 3” below the rim of the wok. Ⱦ 30” MAX 15” MAX HazardHeightCooking Appliance HazardHeight12” MAX 30” MAX 30” MAX DIM A 35” MIN/50” MAX DIM A 35” MIN/50” MAX 2 1 33 Overhead Obstruction/Salamander Protection Salamanders/Cheesemelters have specific coverage requirements, unlike appliances with an exposed flat cooking surface, these appliances have an internal cooking surface and only have a small opening in the face or end of the appliance. Dedicated nozzles are not required when the overhead obstruction is not an appliance. To cover internal hazards posed by these appliances, an Overlapping Female (OL-F) nozzle (previously 3070-3/ 8H-10-SS), is placed at the opening and aimed at the opposite rear corner of the appliance. The nozzle may be branched off one of the nozzle drops with a tee or have a dedicated nozzle drop and piped to the appliance open- ing. No more than two nozzles can be utilized for a single drop. Should the cooking surface of the appliance exceed 1050 in2, an additional nozzle will be required on the opposite side of the appliance for added fire protec- tion, refer to Figure 31. Additional nozzles may be piped from nozzle drops nearest the appliance, or have a dedicated nozzle drop to cover the hazard underneath the obstruction/salamander. The nozzles are aimed at the centerline of the cooking surface, a minimum of 35”-50” away (DIM A). Overlapping coverage is required for appliance specific cover- age. All dimensions fixed unless otherwise noted (e.g., min/max). 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing/fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 4. Install union in pipe leading to nozzle to allow for appliance removal and cleaning. 5. In addition to Standard Overlapping Protection, additional nozzles may be utilized for supplemental appliance specific protection. No more than two (2) nozzles may be used on a single drop. 6. Appliance drop fittings may be sealed with pipe dope or Teflon tape. 7. Shelf/obstruction that extends more than 10-12” from the rear edge of the cooking hazard to the front edge of shelf/obstruction. 8. The spacing between nozzles will be either 36” or 30” maximum, based on the overlapping protection required for the appliance hazard below the obstruction. Figure 31 - Appliance with Upright Obstruction 1. Overlapping Nozzle (OL-F) 2. Shelf/obstruction 3. Broiler/Salamander Protection Nozzle (OL-F) 4. Union in Pipe 5. Internal Cooking Surface Cooking Appliance Hazard Height 30”/36" MAX 30”/36" MAX 15" MAX Hazard Height Cooking Surface DIM A 35” MIN/50” MAX DIM A 35” MIN/50” MAX DIM A 35” MIN/50” MAX Hazard Centerline 12" MAX 12" MAX 12" MAX 30”/36" MAX 2 3 1 5 4 34 Pizza Ovens Pizza ovens have specific coverage requirements, unlike appliances with an exposed flat cooking surface, these appliances have an internal cooking area and only have a small opening in the face or end of the appliance. When installing the appliance, make sure the nozzle does not obstruct cooking operations. To cover the internal hazard posed by these appliances, an Overlapping Female (OL-F) nozzle (previously 3070-3/8H-10-SS) must be placed at the opening and aimed at the opposite rear corner of the appliance. No more than two nozzles can be utilized for a single drop. Refer to Figure 32 for single stack ovens. Figure 33 and Figure 34 on page 35 show dual and three stack oven installation examples. Should the cooking area of the appliance exceed 1200 in2, an additional nozzle will be required on the opposite side of the appliance for added fire protection. Each nozzle can cover 1200 in2. All dimensions fixed unless otherwise noted (e.g., min/max). 1. Pipe and fittings above the hood will be 1/2” copper pipe/Pro-Press, Grade L copper tubing/fittings. 2. Pipe and fittings inside the hood capture volume will be 3/8” NPT stainless steel or chrome-plated black iron. No sleeving permitted. 3. Appliance coverage piping that is field piped - unions, elbows, and nozzles factory provided. 4. No more than two (2) nozzles may be used on a single drop. 5. Appliance drop fittings may be sealed with pipe dope or Teflon tape. Figure 32 - Single Stack Pizza Oven 1. Overlapping Nozzle (OL-F) 2. Conveyor Opening 3. Install union in pipe leading to nozzle to allow for appliance removal and cleaning. 1 1 2 3 35 Figure 33 - Double Stack Pizza Oven Figure 34 - Triple Stack Pizza Oven 1. Overlapping Nozzle (OL-F) 2. Conveyor Opening 3. Install union in pipe leading to nozzle to allow for appliance removal and cleaning. 1 1 1 1 2 2 3 1. Overlapping Nozzle (OL-F) 2. Conveyor Opening 3. Install union in pipe leading to nozzle to allow for appliance removal and cleaning. 4. Additional drop for third nozzle. No more than two nozzles are allowed per drop. 21 1 1 1 1 1 2 2 3 4 36 Agent Distribution Piping The agent distribution piping shall be 3/8” NPT Schedule 40 black iron, 3/8” NPT Schedule 40 stainless steel, or 1/2” Pro-Press copper fittings. Fittings shall be minimum class 150. Nozzle drops cannot be sleeved in steel but can be made from polished stainless steel, or polished chrome-plated black iron. Galvanized pipe or fittings must not be used. Pipe thread or compound should be used to help seal fittings. Distribution piping can be run in single cylinder or dual cylinder manifold configurations. Refer to page 38 for single cylinder and dual cylinder configuration details. The distribution network consists of a supply line and all applicable branches depending on the protected hazards. Branch lines include the plenum branch, duct branch, overlapping nozzle appliance branch, and dedicated nozzle appliance branch. The supply line is defined as the run of all pipe and fittings from the tank outlet to the last branch line, including fittings at the start of all branch lines. All branch lines start at the outlet of the applicable supply line fitting and do not include the supply tee. A plenum branch is defined as the run of all pipe and fittings from the supply line tee outlet to the plenum nozzle(s). A duct branch is defined as the run of all pipe and fittings from the supply line tee outlet to the duct noz- zle(s). Duct branch lines on risers greater than 75 inch perimeter can have a “tee” installed. Two separate duct branch lines are not required. An overlapping nozzle appliance branch is defined as the run of all pipe and fittings from the supply line tee outlet to the nozzle. A dedicated nozzle appliance branch is defined as the run of all pipe and fittings from the supply line tee outlet to the nozzle. Refer to page 37 and page 38 for Supply Line, Plenum Branch, Duct Branch, Overlapping Nozzle Appli- ance, and Dedicated Nozzle Appliance information. 37 Refer to “Cylinder Nozzle and Piping Parameters” on page 38 for supply line and branch piping limita- tions. Figure 35 - Distribution Piping Dedicated Branch Dedicated Branch Supply Line between hoods, if required. Supply Line to First Overlapping Nozzle (Maximum Shown) Supply Line Dedicated Branch Overlapping Branch Overlapping Branch Hood PenetrationPlenum Branch Duct Branch Supply Piping Vertical Rise(First Overlapping Nozzle) Supply Line between hoods, if required. Dedicated Branch Hood Mounted Utility Cabinet Distribution Piping Example Wall Mounted Utility Cabinet Distribution Piping Example Supply Line to First Overlapping Nozzle (Minimum Shown) Supply Line between hoods, if required. Overlapping Branch Overlapping Branch (First Overlapping Nozzle) Overlapping Branch Overlapping Branch (First Overlapping Nozzle) Supply Line Supply Line Hood Penetration Hood PenetrationPlenum Branch Plenum Branch Duct Branch Duct Branch 38 Cylinder Nozzle and Piping Parameters A single cylinder supports up to 5 nozzles, 20 flow points. Max supply line up to 42 feet to the first overlap- ping nozzle. A dual cylinder system supports up to 40 flow points and 10 nozzles. Dual cylinder systems can be piped in series or parallel. Max supply line up to 42 feet to the first overlapping nozzle. Notes: 1. One (1) tee allowed per appliance drop. 2. No more than two nozzles can be utilized for a single appliance drop. 3. Additional elbows are permitted on branch lines and horizontal supply piping, provided linear pipe length is reduced by corresponding equivalent length (1.3 ft per 90° elbow, 0.6 ft per 45° elbow). For example: a 3/8” steel elbow has an equivalent length of 1.3 ft. An appliance branch may use 4 elbows, provided the total linear pipe is reduced by 1.3 ft (e.g., from 5 ft to 3.7 ft). Additional pipe cannot be added in lieu of fittings, as pipe volume limits could be exceeded. 4. Maximum 6 ft vertical rise of supply line above cylinder outlet. 5. Minimum 7 ft. of supply line to first overlapping nozzle. 6. If hoods are piped to the same tank, the sum of piping between hoods plus distance to first overlapping nozzle should NOT exceed 42 feet. Nozzle Installation Distribution piping and nozzles are factory-installed. Verify that the nozzles and distribution network are installed in accordance with the design and installation parameters for all protected hazards, as set forth in this manual. NOTE: The TANK Fire Suppression extinguishing system design must be reviewed if any hazard changes have been made, including (but not limited to): appliance type, appliance sizes, appliance location, factory pre-piping or nozzles, plenum size or configuration, and duct size or configuration. 1. Ensure nozzles are securely installed. DO NOT OVERTIGHTEN. NOTE: Do not over-tighten or nozzles may be damaged. 2. Ensure all nozzle types, placement, and aim are in accordance with the limitations in this manual. Nozzles can be used to achieve proper aim on dedicated appliance protection nozzles only. 3. Refer to Figure 6 on page 12 for details on nozzle(s). Table 7 - Agent Distribution Piping Limitations Pipe Section Max Pipe Length (ft) Max Supply Line to First Overlapping Nozzle 42 Overlapping Nozzle Appliance Branch 10 Dedicated Nozzle Appliance Branch 10 39 Gas Shut-Off Valves The electric gas valve is held open in the energized state, and closes when de-energized via the output relay of the control panel. A listed manual reset relay is required to ensure manual reset prior to fuel being restored in accordance to NFPA17A. Gas valves (Figure 36) are designed to shut off the flow of gas to the kitchen appliances in the event of fire system activation. Electric gas shutoff valves must be installed with an upstream strainer to prevent debris from prohibiting gas valve function. New pipe, properly reamed and cleaned of metal burrs, should be used. Proper care is needed to ensure that the gas flow is in the same direction as indicated on the gas valve and strainer. Do not over-tighten pipe connections. Apply pipe dope to the male threads only. If necessary, install a drip leg in the gas line in accordance with the Authority Having Jurisdiction (AHJ). 120V AC gas valves 3/4” - 2” can be mounted with the solenoid in any position above horizontal. 120V AC gas valves 2-1/2” - 3” must be mounted with the solenoid vertical and upright. The pipe must be horizontal. All 24V DC gas valves must be mounted with the solenoid vertical and upright. The pipe must be horizontal. Proper clearance must be provided in order to service the strainers. A minimum of 4” clearance distance must be provided at the base of the strainer. Figure 36 - Electric Gas Valve A gas strainer is supplied with the unit and recommended to be installed. Table 8 - Gas Valve Details Gas Valve ASCO Size DIM “A”DIM “B”DIM “C”DIM “D”DIM “F”DIM “G” 8214235 3/4” 6-15/16” 5-15/16”4” 4-1/2” 11-15/16” 9-7/8” 8214250 1” 6-15/16” 5-15/16” 4-7/8” 5-3/16” 12-13/16” 10-11/16” 8214265 1-1/4” 7-5/8” 6-3/8” 5-1/8” 5-15/16” 13-1/2” 12-1/16” 8214275 1-1/2” 7-5/8” 6-3/8” 5-3/4” 6-3/16” 14-1/8” 12-5/16” 8214280 2” 7-5/8” 6-3/8” 7-1/4” 7-13/16” 15-5/8” 13-15/16” 8214290 2-1/2” 10-5/16” 8-1/16” 8-7/8” 9-7/8” 18-15/16” 18-5/8” 8214240 3” 10-5/16” 8-1/16” 10” 10-15/16” 20-1/16” 19-11/16” Electric Gas Valve DIM "B" DIM "C" DIM "F" DIM "A" DIM "G" FLOW DIM "D" Strainer 4” Minimum Clearance 40 Figure 37 - Firestat Installation Details Firestat Components 1. Hood Riser Firestat • Fenwal Part Number - 12-F28021-32144-OT-360 - Normally Open, Close on Rise @ 360°F • Fenwal Part Number - 12-H28021-12144-OT-600 - Normally Open, Close on Rise @ 600°F 2. Wiring - 2 black wires/2 white wires. 3. Seal threads with Teflon Tape before installation 4. 1/2” NPT Quick Seal (Adapter Body) - Part Number Kit 32-00002 5. 1/2” NPT Quik Seal (Gasket) - Part Number Kit 32-00002 6. External Surface of hood/duct. 7. 1 1/8” - 1 1/4” diameter hole. 8. 1/2” NPT Quik Seal (Lock Washer) - Part Number Kit 32-00002 9. 1/2” NPT Quik Seal (Nut) - Part Number Kit 32-00002 10. 1/2” flex conduit connector - Part Number A009088 11. Flex metallic conduit to ECP junction box (closest to the hood) - Part Number A0005719 12. Duct Protection Firestat • Fenwal Part Number 12-F28021-005360 - Normally Open, Close on Rise @ 360°F • Fenwal Part Number 12-H28021-005-0T-600 - Normally Open, Close on Rise @ 600°F 13. Extension Ring - Part Number 59361-1/2 14. Extension Ring Cover - Part Number 100-BW 1 3 2 4 5 6 7 8 9 10 11 Hood Riser Location Downstream Duct Protection* 3 2 12 4 6 7 8 13 149 5 * Application specific, refer to page 56 for details. 41 Hood Riser Sensor Replacement The following instructions are for replacing a hood duct stat or fire stat located in the riser. NOTE: Make sure the fire system is deactivated and all controls are powered down before servicing the unit. Service should only be performed by trained personnel. 1. Locate faulty sensor in hood riser. Remove the hood filters to access from the hood plenum. 2. Determine the location of the sensor’s lead ends. This will either be on the top of the hood, in the junction box which has conduit routed to the riser, or in the electrical control package that is mounted on the hood (if it is a stand-alone hood). 3. Access the sensor’s lead ends and remove Wago connectors. Attach a fish tape (or pulling rope) to the lead ends. 4. Unscrew the sensor from the quick seal in hood plenum. Pull leads completely out, pulling the fish tape until exposed. 5. Attach replacement sensor to fish tape and pull back through conduit until lead ends are back in the original location. 6. Replace Wago connectors on the new sensor’s lead ends. 7. Twist new sensor counterclockwise, 2-1/2 turns to pre-tension wires. Thread sensor in riser quick seal (using Teflon tape on threads). 8. Replace hood filters. 9. Power up the system to test functionality. Figure 38 - Sensor Replacement Bottom View Top View Riser Sensor Filter Hood Riser Riser Sensor Junction Box Electrical Control Package (Optional) Hood Plenum Front of Hood 42 Fire Protection Manual Actuation Device The push/pull station (Figure 39) is a remote manual actuation device to activate the fire system. This remote manual actu- ation device (push/pull station) contains one set of normally open contacts and mounts to any standard single gang junction box. When the front button is pressed, the electrical connection to the fire system is completed, thus activating the fire sys- tem. The remote manual actuation device (push/pull station) should be mounted at a point of egress and positioned at a height determined by the Authority Having Jurisdiction (AHJ). This position is usually 10 to 20 feet from hood and 42 to 48 inches above the floor. Multiple remote manual actuation devices (push/pull stations) are acceptable to use in the fire system and are wired in parallel per the electrical schematic. The remote manual actuation device (push/pull station) is reset by twisting the push-button clockwise until the internal latch is released. The clear protective cover must be installed to protect the device from accidental activations. This cover is provided as part of the manual actuation device. Refer to Table 9 for device part numbers and replacement parts. NOTE: When connecting the wires to the push/pull station, do not twist the wire ends together. Insert each wire on the opposite side of the screw. Figure 39 - Manual Activation Device Trouble Input Wiring Trouble contacts and supervision switches from each device may be connected to the optional trouble input of the building fire alarm panel to indicate a trouble condition. Figure 40 - Optional Wiring Connection for Trouble Contact Table 9 - Activation Device Part Numbers Part Description Part Number Push-Button with Clear Cover SS2031ZA-EN Push-Button with Clear Cover and Horn SS2041ZA-EN Red Junction Box with Deep Back for Surface Mount STI-KIT71101AR Normally Open Contact STI-10196 Contact Housing Assembly SF-10197H MAD-01 101102NO 103104PUSH C 1. Building Fire Alarm 2. CORE Control Panel Trouble Contact 3. End of Line Device 4. Building Fire Alarm - Trouble Input Wiring TBC TBLTOK 1 4 2 3 43 Fire Protection System Printed Circuit Board The fire protection system printed circuit board (PCBCORE) is a microprocessor-based controller that pro- vides all the necessary monitoring, timing, and supervision functions required for the reliable operation of the fire system. Under normal conditions, the “Fire System Activated” light is on. This indicates the system is armed and active. If a fault is detected anywhere in the system, an audible alarm will periodically sound, and the “Fire System Activated” light will flash a fault code to indicate the fault that was detected. The HMI, located on the hood or Electrical Control Package (ECP), will display the fault text to explain where the issue is located in the system. Refer to “CORE Board Faults” on page 58. NOTE: CORE Boards with software version 1.68 and prior will use one brief flash every 3-seconds to indicate there are no faults in the fire system. When viewing the CORE Board, if a series of flashes followed by a pause exists, there is a fault in the sys- tem. Count the number of flashes between the pauses and refer to “CORE Board Faults” on page 58. Any fault is extremely important and must be corrected and rectified immediately to ensure proper opera- tion of the fire system. The optional connections for building fire panels are located at AL1 and AL2 as dry contacts. For remote mounted Ansul Automans, use terminals AU1 and AU2. This will provide a dry contact connec- tion point to provide power for activating the Ansul Automan. NOTE: When a CORE board is connected to an ECPM03 board, if a fire condition happens, the “Last Fire Info” will be stored on the ECPM03 screen. “Last Fire Info” will be available on CASLINK as well. Figure 41 - Printed Circuit Board 44 Connector Descriptions Note: Some connections may not be used dependent on system configurations. Connector J1 contains battery pack connections for battery charging and monitoring. Pin 1 – Battery Positive Pin 2 – Battery Negative Connector J2 contains Supervised Sensor Loop connections Pin 1 – Start Positive Loop Pin 2 – Start Negative Loop Pin 3 – Finish Negative Loop Pin 4 – Finish Positive Loop Connector J3 contains Power Supply and Device connections Pin 1 and Pin 2 – Positive Input, Power Supply Pin 3 and Pin 4 – Negative Input, Power Supply Pin 5 – Positive Output, Gas Valve Solenoid Pin 6 – Positive Output, Surfactant Pump Pin 7 – Positive Output, Release Valve Solenoid Pin 8 and Pin 9 – 24V DC Input, Shutoff Valve Supervision Pin 10 – N/A Pin 11 – Drive Output, Fire Relay Pin 12 – Drive Output, 100% Relay Pin 13 – Drive Output, Trouble Relay Pin 14 – Drive Output, Wash Relay Pin 15 – Drive Output, Spare Relay Pin 16 – Drive Output, Auto-Man Relay Connector J4 contains Power Supply and Device connections Pin 1 – Positive Input, Power Supply Pin 2 – Output, Panel Mounted Audible Alarm Pin 3 – Output, Panel Mounted LED Fire/Fault Indicator Pin 4 – N/A Pin 5 – Drive Output, Cooking Equipment Disable Relay Pin 6 – Negative Input, Power Supply Pin 7 – N/A Pin 8 – Input, Pump Prime/Reset Push Button Pin 9 – Input, Gas Cartridge/Pressure Switch Pin 10 – Input, Fan Switch Pin 11 – Input, Gas Valve Reset Push Button Pin 12 – Input, Door/Tamper Switch Pin 13 – Input, Test Mode Pin 14 – Modbus Network, Common Signal (C) Pin 15 – Modbus Network, Negative Signal (A) Pin 16 – Modbus Network, Positive Signal (B) 45 Connector J5 and J6 is for RJ-45 connections These two connections are for the Modbus Network. This network may be used by non-fire system related equipment to monitor operating conditions of the electrical (PCBCORE) board. Connector J7 Interlock Network connections Pin 1 – Interlock Network, Common Signal (C) Pin 2 – Interlock Network, Negative Signal (A) Pin 3 – Interlock Network, Positive Signal (B) Connector J8 Interlock Network connections Factory Use Only Connector J9 is for Building Fire Alarm connections. A set of optional normally open dry contacts are available for signaling a building fire alarm panel if a fire condition is present. Pin 1 – Dry Contact Closure Pin 2 – Dry Contact Closure Connector J10 contains Supervised Sensor Loop connections Pin 1 – Start Positive Loop Pin 2 – Start Negative Loop Pin 3 – Finish Negative Loop Pin 4 – Finish Positive Loop 46 Electrical Before connecting power to the control package, read and understand the entire section of this document. As-built wiring diagrams are furnished with each control package from the factory and are either attached to the door of the unit or provided with the paperwork packet. Electrical wiring and connections must be made in accordance with local ordinances and the National Electric Code, ANSI/NFPA70. Verify the voltage and phase of the power supply, and the wire amperage capacity is in accordance with the unit’s nameplate. ATTENTION: LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD BE ROUTED IN SEPARATE CONDUIT FROM ALL AC VOLTAGE SOURCES. 1. Always disconnect power before working on or near this equipment. Lock and tag the disconnect switch or breaker to prevent accidental power-up. 2.There are multiple electrical connections required for this control. 120V AC should be wired to terminals H1 and N1. If the hood is equipped with a separate light circuit, 120V AC should power this circuit per the as-built schematic. H1 and N1 should not be connected to a shunt trip breaker. 3. Verify that the power source is compatible with the requirements of your equipment. The system wiring sche- matic identifies the proper phase and voltage of the equipment. 4. Before connecting the control package to a power source, verify power source wiring is de-energized. 5. Secure the power cable to prevent contact with sharp objects. 6. Do not kink power cable and never allow the cable to come in contact with oil, grease, hot surfaces, or chemi- cals. Solenoid cables must not come in contact with hood surfaces. 7.The supervised loop must be run through metallic conduit. Do not run wiring with high voltage wires. Verify all supervised loop wires are free from damage/stress. All supervised loop wires must be termi- nated in terminal blocks, junction boxes, and push-stations. 8. If the system contains additional firestats, they must be wired into the supervised loop. 9. If the control package is a wall-mount system, a duct mounted temperature sensor will need to be wired. The temperature sensor must be wired to terminal blocks, as indicated on the wiring schematic. 10. If the control package is a wall-mount system, the hood lights wiring will need to be wired to terminals “B” and “W.” Verify connections on wiring schematic. 11. Before powering up the system, make sure that the interior of the control package is free of loose debris or shipping materials. 12. The battery must be plugged in at connector J1 on the electrical board (PCBCORE) after wiring is complete. 13. All gas appliances under the hood must shut down in the event of an AC power loss. All electric appliances will shut down on building power loss. 14. If any original internal wire supplied with the system must be replaced, use type THHN wire or equivalent. 15. All field-supplied wire for the optional fire system release solenoid or firestat must be high temp wire rated for 842°F minimum (#441601C6.FE9 White and #441601C6.FE0 Black) for on hood connections. 16. Use Belden #6320UL,18 Gauge, plenum-rated wire or similar, for the optional fire system release solenoid or supervised loop that does not come in contact with the hood. 17. Use Belden #88760 or similar for the fire system interlock network and CAT-5 for Modbus communications. 18. All exterior wiring connections to the PCU must be run inside liquid tight conduit. This includes the supervised loop and airflow switch wiring. IMPORTANT!: The battery backup for the fire protection system produces output power even when main power is disconnected from system. When performing major electrical service to the control, the battery backup must be disconnected then reconnected before commissioning. WARNING! Disconnect power before installing or servicing control. High voltage electrical input is needed for this equipment. A qualified electrician should perform this work. 47 Wire Ampacity Rating The load current rating and the over-current protection for conductor types shall not exceed 15 amperes for 14 AWG, 20 amperes for 12 AWG, and 30 amperes for 10 AWG aluminum and copper-clad aluminum after any correction factors for ambient temperature and number of conductors have been applied. Refer to Table 10. Distance Limitations Wiring connections to remote fire protection system(s) must use shielded twisted pair wire. The maximum length of this connection is 1000 feet. Wire size is an important consideration when making the connections between the fire protection system control package and a gas valve. Refer to Table 11 for maximum wiring distance between the system and remote gas valve. Fire Alarm Contacts The fire protection system is equipped with optional normally open contacts (terminals AL1 and AL2) for building applications that connect to the premise Fire Alarm Control Panel (FACP). Refer to Figure 42 for wiring reference. During a fire condition, the contacts will close and trigger the premise FACP to initiate a general fire alarm. Figure 42 - Fire Alarm Reference Table 10 - Copper Wire Ampacity @ 75°C Wire Size AWG Maximum Amps 14 15 12 20 10 30 850 665 485 Table 11 - Wiring Maximum Distance Wire Gauge Distance (Feet) 12 1049 14 660 16 414 18 260 20 164 22 103 24 64 1. Building Fire Alarm 2. Control Panel Fire Alarm Contact 3. End of Line Device 4. Alarm Input 1 2 3 4 AL2 AL1 48 Fire Group Fire Groups are for the purpose of using multiple CORE controlled fire systems and grouping specific fire systems together. This will allow the user the ability to assign different zones for independent activation. In order to set a fire group, you will need to set the CORE board DIP switches as shown in Table 12. Note: Every panel with matching fire group settings (DIP switches 6 and 7) will activate simultaneously in a fire condition. Figure 43 shows an example of different zones on separate fire groups, but still connected via the interlock network. In the example, when 2 Fire groups (01 and 02) are assigned on the CORE boards, and if a fire condition exists in any one group, it will NOT activate the other fire group. However, both are connected to the same interlock network. • Fire Group 01 CORE board DIP switch setting will be set to: Switch 6 Off and Switch 7 Off. • Fire Group 02 CORE board DIP switch setting will be set to: Switch 6 On and Switch 7 Off. Refer to “Typical DIP Switch Arrangement” on page 62 for setting multiple CORE controlled fire systems. Figure 43 - Fire Group Reference Table 12 - Fire Group DIP Switch Position 6 7 Fire Group Number Off Off 1 On Off 2 Off On 3 On On 4 Fire Group 1 Fire System Piping CORE Control Interlock Network: CA, CB, CC Fire Group 2 CA CC CB CABK CBRD BK RD CC Wired to Master CORE Wired to Master CORE Wired to Master CORE 49 Fire Protection System Supervised Loops The supervised loops are integral to proper operation and activation of the Fire Protection System. All systems have two supervised loops; each loop consists of two conductors, one positive and one negative. One loop is ded- icated to all sensors, while the other is dedicated to all manual actuation devices (push/pull stations). The super- vised loop connections are located at the front edge of the hoods for accessibility. Connections beyond the hood, like the connections at the manual actuation device, must be made with a plenum-rated wire. It is recommended to use a two-conductor Belden 6320UL, 18 AWG, wire, or similar for these connections. Refer to Figure 44 for super- vised loop details. The supervised loop must be run through metallic conduit. Do not run wiring with high voltage wires. Verify all supervised loop wires are free from damage/stress. All supervised loop wires must be terminated in terminal blocks, junction boxes, and push-stations. • Connections to the firestat will use two Wago connectors. One for an incoming loop and one for an outgoing loop. • Flexible metallic conduit is used to route the wiring that connects the firestat to the remote loop junction box. Secure conduit to hood hat channel when possible. Figure 44 - Supervised Loop Connections For connections on or above the hood, use Type MG or MGT wiring with Wago connectors. A Supervised Loop Connection kit is available to connect back to back or end to end hoods. This kit will come with the necessary hardware and wire. Table 13 - Supervised Loop Components Connection Kit Part Number Length Location SLPCON-03 3 Feet End to End Hoods SLPCON-05 5 Feet End to End Hoods SLPCON-10 10 Feet End to End and Back to Back Hoods SLPCON-15 15 Feet End to End and Back to Back Hoods SLPCON-20 20 Feet End to End and Back to Back Hoods High Temperature Supervised Loop Components Part Number Type MG Wire, White, 16 AWG 441601C6.FE9 Type MG Wire, Black, 16 AWG 441601C6.FE0 Wago Connectors 221-412 1. Firestat 2. Conduit 3. Junction Box 4. Wago Connector 1 2 2 33 1 4 50 Supervised Loop Electrical Details NOTE: Place the panel in test mode when checking the supervised loop circuit. Before checking the supervised loop circuit (Figure 45), verify all CORE power supplies (PS-02) are set to 27.5V +/- 0.1V DC. Check all supervised loop connections. Verify wiring is properly connected and secure. If any of the readings in Table 14 are out of range or other faults are present, there is an issue with that loop or associated components/wiring. Refer to page 60 for troubleshooting. Figure 45 - Wiring for Supervised Loop Table 14 - Supervised Loop Circuit Readings Component Check Procedure: Check for continuity between terminals. Place the breaker off. Disconnect the batteries at connector J1 Expected Readings Firestat(s) Terminals 21 and 24; Terminals 22 and 23 Continuity Terminals 21 and 22; Terminals 21 and 23 Terminals 24 and 23; Terminals 24 and 22 No Continuity Manual Activation Device (MAD) Terminals 101 and 104; 102 and 103 Continuity Terminals 101 and 102; Terminals 101 and 103 Terminals 104 and 103; Terminals 104 and 102 No Continuity Component Check Procedure: Measure voltage between terminals. Place the breaker on. Reconnect the batteries at connector J1 Expected Readings Power Supply PS-02 (DC+) and PS-02 (DC-) 27.5 +/- 0.1V DC Firestat(s) PS-02 (DC-) and Terminal 21; PS-02 (DC-) and Terminal 24 Terminal 21 and Terminal 22; Terminal 23 and Terminal 24 26.5 +/- 0.2V DC PS-02 (DC-) and Terminal 22; PS-02 (DC-) and Terminal 23 0 +/- 0.2V DC Terminal 24 and Chassis Ground 1.8 +/- 0.2V DC Manual Activation Device (MAD) PS-02 (DC-) and Terminal 101; PS-02 (DC-) and Terminal 104 Terminal 101 and Terminal 102; Terminal 103 and Terminal 104 26.5 +/- 0.2V DC PS-02 (DC-) and Terminal 102; PS-02 (DC-) and Terminal 103 0 +/- 0.2V DC Terminal 104 and Chassis Ground 1.8 +/- 0.2V DC USE BELDEN #6320UL OR SIMILAR WIRE BK-C BK-C 21 22 23 24 J2-1 J2-2 J2-4 J2-3 21 BK-C 101 102 103 104 J10-1 J10-2 J10-4 J10-3 21 BK-C WIRING CONNECTIONS FOR FIRESTAT LOOP WIRING CONNECTIONS FOR MANUAL ACTUATION LOOP BREAK WIRE BEFORE INSERTING INTO TERMINALS FIRE STAT-2 FIRE STAT-1 NO-WH (OR RD) NO-WH (OR RD) BREAK WIRE BEFORE INSERTING INTO TERMINALS NO-WH (OR RD) MANUAL ACTUATION DEVICE NO-WH (OR RD) MANUAL ACTUATION DEVICE MICROSWITCH/ H1 N1 GND PS-02 60W J3-1 J3-3 PCB-2 RD BK LN 51 PCU Fire System Pollution Control Units require a fire system to be installed for Type 1 applications. Current International Mechanical Code (IMC) requires that the fire system be installed by the manufacturer (2018 IMC). CORE and EWC fire systems are available for the PCU. PCU fire systems use electric sensors set at 360°F to activate the fire system. Outdoor EWC Systems require a climate controlled utility cabinet to ensure that the fire system does not drop below 32°F and does not exceed 130°F. See below for more information about outdoor installations. It is highly recommended that the PCU fire system be interlocked to the corresponding hood fire system so that if the hood system activates, the PCU system activates. Reverse activation requirements are determined by local code or at the discretion of the Authority Having Jurisdiction, but are recommended for safety. In the event that the fire system is accidentally activated, all disposable filters must be replaced and the pre-filter cleaned. The water or chemical agent used in the fire system can cause the filters to fail prematurely. In the event that a fire occurs in the ductwork leading to the PCU or inside the PCU, the following must be completed. • The unit must be cleaned of all fire suppression chemicals and grease. • The filters must be replaced, this includes the pre-filter. • If an ESP module is present, the ESP cells must be removed, and cleaned in warm soapy water. Wash cells until all chemical residue is removed. ESP pre and post filters must be replaced. When re- installing cell(s), make sure to install with the airflow in the correct direction as indicated on the cell. • If any of the gasketing is damaged, replace the gasketing between modules and between the doors. • If any of the components that make-up the Pollution Control Unit are damaged by fire, then that component must be replaced and inspected by factory trained service personnel. Installation, commissioning, or resetting of the fire system must be done by a licensed fire system installer. Use the guidelines set forth by the appropriate fire system manual; PCU with CORE Fire Suppression System manual, Model TANK (Electric Wet Chemical) Extinguishing System, or other fire system manufacturer. For electric wet chemical fire systems for PCU, external piping that connects the PCU fire system nozzles to the fire system tanks is factory-installed using Grade L 1/2” copper tubing and pro-press fittings. If a remote (wall mount) EWC fire system is utilized, distribution piping shall be Grade L 1/2” copper tubing and pro-press fittings or 3/8” NPT Schedule 40 black iron, chrome-plated, or stainless-steel pipe and fittings. If distribution piping is exposed to an outdoor environment it must be Grade L 1/2” copper tubing and pro- press fittings or 3/8” NPT Schedule 40 stainless-steel pipe and fittings. 52 PCU Fire System Nozzles The Overlapping Male Nozzle(s) (p/n OL-M) are used to protect the PCU. The nozzles include a cap (p/n 3074-1-1). Refer to Figure 46. The cap prevents contamination from entering the pipe network and is designed to pop-off upon system discharge, allowing the fire system to flow to the protected hazard area. Figure 46 - Fire System Nozzle Table 15 provides details on PCU size, modules, and nozzle quantity per unit. Pollution Control Units (PCU) cov- ered by a TANK Fire System can utilize up to 12 nozzles per tank. PCU Fire System type “REFS” is covered by TANK. Example: Table 15 - PCU Fire System Chart Unit Nozzle Count (OL-M)Duct Nozzle Count (OL-M) Last Module Only PCU Size 1 Module 2 Modules 3 Modules 4 Modules 5 Modules 1 4 8 12 16 20 2 2 4 8 12 16 20 4 3 5 10 15 20 25 4 4 6 12 18 24 30 4 5 7 14 21 28 35 4 6 7 14 21 28 35 6 7 1122334455 6 Nozzle P/N: OL-M Previously P/N: 3070-3/8HH-10-SS Model - PCU-PF-HE-ESP-OC-XXXX-5 Modules Fire System PCU Size Number of Modules - 4 PCU Size - 5 Number of OL-M Unit Nozzles - 28 Number of OL-M Duct Nozzles - 4 Total Nozzles - 32 53 OPERATION The TANK Fire Suppression extinguishing system is electrically operated via the applicable fire alarm con- trol panel. The system can be activated automatically via an electric thermal detector or manually via a remote manual actuator. The extinguishing system is electrically operated via the PCBCORE control board. The system can be activated automatically via a Firestat or manually via a remote manual actuator. Since the TANK Fire Suppression extinguishing system is electrically operated, the applicable fire alarm control panel requires AC input power with a battery backup system. Reference the applicable control panel manual for wiring and compatibility. When one of the system’s Firestat(s) detectors senses a temperature hotter than its internal set-point (e.g., in the event of a hood fire), or when a remote manual actuation device (push/pull station) is pushed, an electric signal is sent to the tank-based fire protection release solenoid via the fire alarm control panel releasing circuit. The electric release solenoid is energized, allowing pressurization of the pneumatic actu- ator(s). The actuator’s plunger(s) will depress into the tank valve body, releasing agent to flow to the hood duct, plenum, and appliance nozzles. When the fire extinguishing system is activated, the applicable fire alarm control panel simultaneously shuts down all gas and electric appliances under the protected hood(s), shuts down make-up air and/or exhaust where applicable, and activates the building fire alarm where applicable. The electrically operated fire system requires a battery backup system. In the event of a loss of building electrical power, all gas and electric appliances under the hood must be electrically interlocked to shut off. This is achieved via a gas valve relay and/or a shunt trip breaker. The battery backup will automatically energize upon a loss of power. The battery backup will monitor the fire system circuit for up to 24 hours and be able to operate the fire system circuit for a minimum of 30 minutes. Once power is restored, the battery will automatically recharge. A means of manual reset is required for shut-off devices to ensure manual reset prior to fuel or power being restored in accordance with NFPA 17 and NFPA 96. The electric gas shut-off valve is used in con- junction with a UL/ULC listed manual reset relay, refer to “Gas Shut-Off Valves” on page 39. Appliance and electrical shut down is achieved via the applicable fire alarm control panel relay, in conjunc- tion with UL/ULC listed enclosed industrial control equipment or magnetic contactors of appropriate rating. These must be used in conjunction with a UL/ULC listed manual reset relay, refer to Figure 47. All wiring is to be in accordance with the applicable manufacturer’s instructions for the fire alarm control panel, gas shut-off valve, manual reset relay, and contractor supplied shut-off devices. All wiring must be in accor- dance to NFPA 70 and the Authority Having Jurisdiction (AHJ). The TANK Fire Suppression System is not required to be interlocked to a building’s fire alarm control panel to function. When a building fire alarm system is present, the fire alarm control panel may be connected such that the actuation of the TANK Fire Suppression extinguishing system also activates the fire alarm. Reference the applicable control panel manual for wiring and compatibility. Figure 47 - Reset Relay Ground Neutral Hot Manual Reset Relay Line Load Power Switch (supplied by others)JunctionBoxFire Alarm Control Panel NC NO C Contactor* (supplied by others) * UL/ULC listed enclosed industrial control equipment or magnetic switch of appropriate rating. Contacts closed when coil is energized. 54 Test Mode Overview The fire protection system has an integrated option for testing. When in test mode, the release solenoid is disabled and will prevent the fire extinguishing agent from spraying on the appliances. For testing purposes, this will allow the activation of the fire system, audible alarm, shunt trip breaker (if applicable), and shut down of appliances via gas valve reset relay. All additional PCBCORE controlled packages that are attached to the system must be in “Test” mode. This includes additional fire protection systems, Pollution Control Unit with CORE, and other hood-mounted CORE controlled protection systems. Please note that the appliances must be started before test mode is entered on any PCBCORE protection package for proper demonstration of this function. If the fire protection system is left in “Test” mode for more than 15 minutes, the appliances will shut down. This is to prevent cooking operations from occurring while the appliances and ventilation system are not protected. ATTENTION: All interlocked PCBCORE controlled packages must be placed into “Test” mode before cleaning the hood, Pollution Control Unit (PCU), or any other interlocked units. Reset Overview There are multiple actions required to reset the fire system. The following must be completed by a Certified Fire System Technician. 1. The duct firestat must be cooled below its internal set point. 2. The remote manual actuation device (push/pull station) must be reset by twisting the button clockwise until it resets. 3. Press the “Push To Reset Fire System” button. 4. Reset the pneumatic actuators (PAK, SVA), refer to “Re-arming System” on page 67. Note: The firestat must be cool, and the remote manual actuation device (push/pull station) must be reset for this button to work. The fire system must be re-commissioned per the manufacturer’s recommendations and guidelines by an authorized fire system distributor and/or authorized service agent. WARNING: In the event of an actual fire, further inspections are required after the fire has been extin- guished to verify the integrity of the hood, ductwork, fire sensors, fan, and fire suppression system has not been compromised. With approval from the Authority Having Jurisdiction (AHJ) or the Fire Depart- ment, proceed to restarting the fire system. Figure 48 - Fire System Reset 1 2 3 4 5 Test Armed 1. LED Indicator 2. Alarm Speaker 3. Panel Latch 4. Reset Button 5. Test Mode/Fire System Armed Switch 55 Battery Backup Figure 49 - Battery Backup The fire protection system contains a battery backup. During a power loss, the “Fire System Activated” light will flash 11 times between pauses indicating the power loss. The batteries must be replaced every 2 years, from the date of fire system commissioning. Part number PS-1270-F2, two are required. Although the batteries are hot-swappable, which means they can be replaced while there is input power to the control, for your safety, all sources of power must be removed from the control before replacing the batteries. To replace the batteries, unplug the battery cable from the J1 connector on the electrical board (PCBCORE). Then remove the retaining strap holding the batteries in place. Remove the batteries from the cabinet. Transfer the fuse and cable set from the old batteries to the new batteries being extremely careful to observe the RED and BLACK lead and terminal colors. Reinstall the batteries in the cabinet and reconnect the battery plug to J1. The batteries are lead-acid type and are recyclable; please dispose of the old batteries properly. During extended periods of inactivity where the fire protection system will be without AC power for more than 2 days, such as a shutdown or natural disaster, it is best to decommission the fire system by disconnecting the batteries. This will prevent any damage to the batteries through complete discharge. When the system becomes active again, commission the system by reconnecting the batteries and allow the batteries to charge for 48 hours. The fire protection system is supplied with 14-amp hours of backup battery capacity. Per NFPA 72 10.5.6.3, the system requires 1.66 amp hours of battery capacity. Power Supply Adjustment Figure 50 - Power Supply To properly charge the batteries, the power supply must be adjusted to output 27.5V DC. This can be checked with an accurate digital voltmeter placed across Terminals H1D and N1D. To adjust the output voltage, place a small flat-bladed screwdriver into the yellow dial. Turn the dial clockwise, this will increase the voltage. Important! The battery backup system requires that the batteries be changed every 2 years, from the date of fire system commissioning, maximum. Failure to do this will result in a void in product reliability and may cause severe damage to facility due to loss of fire protection. + DC + 24-28V -- 60W DC OK 24- 28V 56 Fire Protection System Firestat The Firestat (page 40) is a device installed in the riser of the hood, at the duct connection, that measures temperature. One sensor shall be installed in each exhaust riser. Secondary downstream detectors in the duct are not required except as outlined in the Non-Solid Fuel Appliances and Solid Fuel Appliances section. Sensors are not required above each appliance or in the hood grease plenum. The standard temperature setting is 360°F. Depending on heat produced by appliance, a higher rated temperature Firestat will be required. If a temperature higher than the setpoint is sensed, the Firestat contacts will close and energize the electrical control board. The fire system will activate. The supervised loop must be run through metallic conduit. Do not run wiring with high voltage wires. Verify all supervised loop wires are free from damage/stress. All supervised loop wires must be terminated in terminal blocks, junction boxes, and push-stations. The Firestat has 2 black wires and 2 white wires. These wires must be connected to the supervised loop. Use high- temperature wiring when installing Firestat components. Wago connectors (part number: 221-412) must be used. Multiple sensors are wired in parallel in the supervised loop. The Firestat may be installed on the opposite side of the quick seal for access in the duct. Non-Solid Fuel Hood/Appliances (Rated 450°F) Light and Medium duty, non-solid fuel appliances with a cooking surface temperature rated for 450°F will not require additional firestats, regardless of the configuration and length of ductwork. Non-Solid Fuel Hood/Appliances (Rated 600°F) Heavy duty, non-solid fuel appliances with a cooking surface temperature rated for 600°F will require downstream detection if the duct run contains any horizontal section over 25 feet in length. Downstream detection should be installed at the end of a horizontal section. Duct layouts that include less than 25 feet of horizontal ductwork will not require additional detection. Solid Fuel Hood/Appliances (Rated 700°F) Extra Heavy duty, solid fuel appliances with a cooking surface temperature rated for 700°F will require 600°F rated Firestats, and SOLO filters. Exhaust fan(s) used with solid fuel appliances must use a steel wheel. Solid fuel produces effluents that can accumulate inside the duct, especially in long horizontal duct runs. Sparks from solid fuel cooking can travel into the ductwork and create fires that occur beyond the point where the hood riser Firestat can detect them. Additional downstream Firestats ensure that these duct fires are detected and the fire system actuates. In addition to the 600°F rated Firestat, located in the hood riser, a second Firestat is required at the duct discharge for solid fuel applications when the ductwork exceeds 10 feet in length or contains horizontal runs. Even if the entire duct run is inaccessible, this additional Firestat is still needed. Mounting a Firestat in the fan may be an option. On duct runs longer than 50 feet, a third Firestat will be required somewhere in the duct run, ideally at the end of a horizontal run, if present. Duct runs longer than 100 feet will require additional Firestats, contact your local sales office for more information. NOTE: When additional Firestats are required, install in an accessible location near an access door, hood riser, or fan. The door will provide access to install, clean, and replace the Firestat when needed. If a PCU is equipped with electronic detection, PCU Firestats can serve as downstream detectors, if present. The temperature rating of the Firestat in the duct must always match the temperature rating of the Firestat in the riser. 57 TROUBLESHOOTING Table 16 lists out causes and corrective actions for possible problems with the system. Review this list prior to consulting the manufacturer. Table 16 - Fire Protection System Troubleshooting Problem Potential Cause Corrective Action Exhaust Fan is On and Supply Fan will not Start Broken supply fan belt Replace fan belt. Fire system not armed Fire system distributor must arm fire system. Fire System Activated Light On Fire system is activated Verify fire is out and reset fire system. Audible Alarm is On Fire system is activated Verify fire is out and reset fire system. A fault code is flashing on the “Fire System Activated” light A fault has been detected in the Fire Protection System Count the flashes and refer to “Appliance Shutdown in Fault Conditions” on page 59. Gas Valve does not Close Debris on gas valve seal Fully clean gas valve and strainer. Fire System will not Turn Off Duct sensor is hot Heat has activated the duct sensor. Remove heat source or let the system extinguish the fire. Once heat source or problem is resolved, press reset button on the face of the electrical control package. Remote Manual Actuation Device has been pushed Reset remote push station once fire is out and press reset button on the face of the electrical control package. Reset remote push station by twisting clockwise until reset. 58 CORE Board Faults When there are no faults in the fire system, Lamp B will stay solid (An LED indicator is also on the control package). When a fault exists, the LED will flash with a short break. Count the flashes then wait for a short break to determine the fault. For packages with HMIs, refer to the fault displayed on the screen. For fault operation in shut down, refer to “Appliance Shutdown in Fault Conditions” on page 59. NOTE: CORE Boards with software versions 1.68 and prior will use one brief flash every 3-seconds to indicate there is no fault. Test Mode allows the system to be tested with operational appliances without discharging the system. If the system is left in test mode for 15 minutes, the gas valve will be locked out until test mode is deactivated. NOTE: The low pressure switch option is not required per product safety listings and standards. The fault is for monitoring purposes. When a Pressure Switch or Supervised Loop fault is present for 24 hours, cooking operations will shut down. Faults marked with (*) will shut down Gas/Shunt. During an AC power failure or loss of building power, all 120V AC gas valves/electrical appliances will shut down immediately. For 24V DC gas valves, the valve will stay powered for a few minutes depending on battery voltage (when both an AC Power Failure and Battery Voltage Low fault are present, the valve will shut down). Flashes Fault Condition Corrective Action Catastrophic Faults 1 Invalid Activation* Check for external voltage being applied at J3-7 and J3-10. 2 Release Solenoid* Check solenoid and wiring to solenoid, replace as needed. 3 Pressure Switch* Check solenoid and wiring to solenoid, replace as needed. 4 N/A N/A 5 Microcontroller Fault* Replace CORE printed circuit board. Critical Faults 6 N/A N/A 7 Supervised Loop Fault* Check the installation of the wiring to all the manual actuation devices (push stations) and firestats. Verify connections are secure and tight. Check for open/short circuits in the wiring. Repair or replace wiring as needed. Important Faults 8 Ground Fault Check the installation of the wiring to all the manual actuation devices (push stations) and firestats. Verify connections are secure and tight. Check for open/short circuits in the wiring. Repair or replace wiring as needed. 9 N/A N/A 10 Battery Voltage Low The voltage is below the battery threshold. Wait for batteries to recharge if there was a power failure. Replace if the batteries will not hold a charge. 11 AC Power Failure* The voltage is below the power supply (PS-02) threshold; approximately 27.18V DC. Check breakers, call power company. 12 Door Tamper Switch Close cabinet door. 13 Test Mode* Place switch in armed position when testing is complete. 14 CORE Interlock Check Dip Switches on all boards and RS-485 network wires connecting boards. 15 Fault on Hood in Network Check all hoods in CORE network for faults. 16 Fault on PCU in Network Check all PCUs in CORE network for faults. 59 Appliance Shutdown in Fault Conditions The system is equipped to shut down the appliances if a fault condition is present. Table 17 displays fault conditions that affect the appliances’ fuel and power sources, alarm muting, and local trouble relay. NOTE: CORE Boards with software version 1.68 and prior will use one brief flash every 3-seconds to indicate there are no faults in the fire system. NOTE: The low pressure switch option is not required per product safety listings and standards. The fault is for monitoring purposes. When a Pressure Switch or Supervised Loop fault is present for 24 hours, cooking operations will shut down. Faults marked with (*) will shut down Gas/Shunt. During an AC power failure or loss of building power, all 120V AC gas valves/electrical appliances will shut down immediately. For 24V DC gas valves, the valve will stay powered for a few minutes depending on battery voltage (when both an AC Power Failure and Battery Voltage Low fault are present, the valve will shut down). Local Alarm Muting Pressing the fire system reset button can mute the local alarm. This will disable the sounder for 4 hours under specific conditions. Table 17 shows which faults can be muted. It should be noted that the fault will not clear until the fault condition is corrected. Test Mode Test Mode allows the system to be tested with operational appliances without discharging the system on the appli- ances. Once the appliances are started, test mode can be entered without the appliances shutting down for 15 minutes. However, once the fire system is activated, the shunt trip (electric appliances) and the gas valve will be locked out until test mode is deactivated. Table 17 - Appliance Fault Conditions Number of Flashes Fault Condition Gas Valve Shutdown Shutdown Shunt Trip Breaker and UDS Kill Switch Mute Local Alarm 4 Hour Reset Local Trouble RelayLocal System Networked System Local System Networked System Catastrophic Faults 1 Invalid Activation* X X X X X 2 Release Solenoid* X X X X X 3 Pressure Switch* X X X X X 4N/A - - - - -- 5 Microcontroller Fault* X X X X Critical Faults 6N/A - - - - -- 7 Supervised Loop Fault X X X X X Important Faults 8 Ground Fault X 9N/A - - - - -- 10 Battery Voltage Low XX 11 AC Power Failure* X X X X X 12 Door Tamper Switch X 13 Test Mode* X X X X 14 CORE Interlock X 15 Fault on Hood in Network X 16 Fault on PCU in Network X 60 Supervised Loop/Power Supply Troubleshooting NOTE: Place the panel in test mode during diagnostic testing. Before troubleshooting, verify all power supplies (PS-02) are set to 27.5V DC. Verify all circuit checks from “Supervised Loop Electrical Details” on page 50. If any readings are not in range, there is an issue with that loop or associated components/wiring. Refer to Table 18 for troubleshooting. * Components that may cause this fault are: Gas Valve, Surfactant Pump, Water Solenoid(s), Release Solenoid(s). ** Components that may cause this fault are: 24V Relays, Trouble Relay (when energized), 24V LED Lights. NOTE: If an abnormal reading is present, disconnect potential components/wiring one at a time, while continuing to take readings, to locate the source of the ground fault. Table 18 - Common Wiring Troubleshooting Chart Problem Potential Cause Expected Results +/- 0.2 Corrective Action Supervised Loop Fault Open Supervised Loop between Terminals 21 and 24. • Terminal 21 to PS-02 (DC-) = 26.5V DC • Terminal 21 to Terminal 22 = 26.5V DC • Terminal 24 to PS-02 (DC-) = 26.5V DC • Terminal 24 to Ground = 1.8V DC Locate and repair faulty wiring in the 21-24 supervised loop. Open Supervised Loop between Terminals 22 and 23. • Terminal 22 to PS-02 (DC-) = 0V DC • Terminal 23 to PS-02 (DC-) = 0V DC • Terminal 23 to Terminal 24 = 26.5V DC Locate and repair faulty wiring in the 22-23 supervised loop. Open Supervised Loop Push- Station (Terminals 101 and 104) • Terminal 101 to PS-02 (DC-) = 26.5V DC • Terminal 101 to Terminal 102 = 26.5V DC • Terminal 104 to PS-02 (DC-) = 26.5V DC • Terminal 104 to Ground = 1.8V DC Locate and repair faulty wiring in the 101-104 supervised loop. Open Supervised Loop Push- Station (Terminals 102 and 103) • Terminal 102 to PS-02 (DC-) = 0V DC • Terminal 103 to PS-02 (DC-) = 0V DC • Terminal 103 to Terminal 104 = 26.5V DC Locate and repair faulty wiring in the 102-103 supervised loop. Ground Fault Terminals 22 or 23 are shorted to chassis ground. *24V DC PS-02 (DC-) Wiring or Components. Chassis Ground to PS-02 (DC-) = 24.4V DC Locate and repair shorted wiring between 22-23 supervised loop and ground. Terminals 21 or 24 are shorted to chassis ground. **24V DC PS-02 (DC+) Wiring or Components. Chassis Ground to PS-02 (DC+) = 2.7V DC Locate and repair shorted wiring between 21-24 supervised loop and ground. Interlock Network Issue Check battery voltage and supervised loop wiring with other packages that are interlocked in the network. Locate and repair faulty wiring in the circuit. Replace batteries. AC Power Failure 120V AC Input Power Supply Interrupted. H1 to N1 = 110V to 125V AC Verify constant input power between H1 and N1. Check wiring to L/N terminals on PS-02. Locate and repair faulty wiring in the circuit. Battery Voltage Low Faulty Battery or Power Supply (PS-02).J1-1 to J1-2 = 23.5V to 24.5V DC Verify there is 12V DC to each battery connection. Locate and repair faulty wiring in the circuit. Replace batteries. Interlock Network Issue.Check battery voltage and supervised loop wiring with other packages that are interlocked in the network. Locate and repair faulty wiring in the circuit. Replace batteries. Release Solenoid Solenoid wiring incorrect. Check RS to N1D when: • Wire removed from RS terminal = 15.5DC V +/- 2V • RS terminal wired, connector removed = 6.5DC V +/- 2V • RS terminal wired, connector installed = 0.2-0.4DC V Check wiring at terminals. Locate and repair faulty wiring in the circuit. Connector is not secured to solenoid. Verify the connector is secured to the valve. 61 DIP Switch Settings When a network contains a single CORE Board, DIP switches 1, 5, and 8 are in the On (Closed) positions and 2, 3, 4, 6, 7 are in the Off (Open) positions (Figure 51). This is the default positions and should not be changed. Table 19 provides DIP switch settings for CORE Boards interlocked in a network. Figure 51 - Single CORE Board Network DIP Switch Settings • When DIP switch 5 is On, this will be the “Master” board. It will be in charge of polling all the units in the network and waiting for a reply. The lack of 3 replies in a row will cause a fault. All units will be polled in a burst every 3 seconds. • Non-master units, the lack of being polled for 10 seconds will cause a fault. • A fire condition will broadcast the notification once every second for as long as the condition persists. • When the Fire condition is cleared, 10 notifications will be sent, one every second. • Any unit detecting a supervisory fault will broadcast the notification every 2 seconds until the fault is cleared. • When the supervisory fault condition is cleared, 10 notifications will be sent, one every 2 seconds. Table 19 - DIP Switch Settings Interlock Board Address #DIP 1 DIP 2 DIP 3 DIP 4 1 On Off Off Off 2 Off On Off Off 3OnOnOff Off 4 Off Off On Off 5OnOff OnOff 6 Off On On Off 7OnOnOnOff 8 Off Off Off On 9OnOff Off On 10 Off On Off On 11 On On Off On 12 Off Off On On 13 On Off On On 14 Off On On On 15 On On On On Each unit has a unique address based on the DIP switch 1-4 settings, 15 units max on a network. If address is 0 (all switches off), the unit will not accept or send any network traffic DIP 5 DIP Switch 5 sets the Master Board when this is set to On (Closed). The Master Board must be the highest address on the interlocked network. Otherwise, this switch must be Off (Open). The Master CORE Board must be the only CORE Board connected to an ECPM03 Board via a CAT-5 cable. Refer to Figure 53. Fire Group #DIP 6 DIP 7 1Off Off 2On Off 3Off On 4On On DIP Switches 6 and 7 set the Fire Group. You may only have four Fire Groups. Refer to page 48 for more information on fire groups. DIP 8 Setting switch 8 to the On (Closed) position connects a 120 Ohm terminating resistor to the interlock network. This switch must be On if this unit is at either physical end of the interlock network cable. Otherwise, it must be Off (Open). 12345678SW1ON 62 NOTE: CORE Boards with a Red DIP Switch block use Open/Closed positions. When verifying switch con- figurations; On = Closed/Off = Open. Figure 52 - Interlocked DIP Switch Examples The Master CORE Board must be the only CORE Board connected to an ECPM03 Board via a CAT-5 cable. All other CORE Boards in the interlocked network will be field wired to terminals CA, CB, CC. Figure 53 - ECPM03 Connection to CORE Board Fifteen (15) CORE Boards Interlocked 12345678 ON CORE Board #1 12345678 ON CORE Board #2 (Master) Two (2) CORE Boards Interlocked CORE Board #1 CORE Board #2 CORE Board #3 (Master) 12345678 ON 12345678 ON 12345678 ON Three (3) CORE Boards Interlocked Two (2) Fire Groups 12345678 ON CORE Board #1 Fire Group 1 12345678 ON CORE Board #2 Fire Group 1 12345678 ON CORE Board #3 (Master) Fire Group 2 12345678 ON CORE Board #1 12345678 ON CORE Board #2 12345678 ON CORE Board #3 12345678 ON CORE Board #4 12345678 ON CORE Board #5 12345678 ON CORE Board #6 12345678 ON CORE Board #7 12345678 ON CORE Board #8 12345678 ON CORE Board #9 12345678 ON CORE Board #10 12345678 ON CORE Board #11 12345678 ON CORE Board #12 12345678 ON CORE Board #13 12345678 ON CORE Board #14 12345678 ON CORE Board #15 (Master) Four (4) Fire Groups 12345678 ON CORE Board #1 Fire Group 1 12345678 ON CORE Board #2 Fire Group 1 12345678 ON CORE Board #3 Fire Group 2 12345678 ON CORE Board #4 Fire Group 2 12345678 ON CORE Board #5 Fire Group 3 12345678 ON CORE Board #6 Fire Group 4 12345678 ON CORE Board #7 Fire Group 4 J1J2 J4 HMI J3 J5 ECPM03 Board J6 J5 MODBUS 12345678 ON CORE Board #5 (Master)SW1INTERLOCKJ712345678 ONCORE Board #1 12345678 ONCORE Board #2 12345678 ONCORE Board #3 12345678 ONCORE Board #4 CAT-5 Field Connection 63 START-UP/INSPECTION TEST PROCEDURE NOTE: This service procedure covers a single manifold system however a duplicate manifold and tank setup is possible. If you have a two manifold system, a second service kit will be required along with fittings to connect it properly. Refer to Table 23 on page 81 for service parts. Required Tools: • Precision Slotted Screwdriver • Heat Gun • Nitrogen Service Kit - single manifold only • Balloons • Warm Soapy Water • 1/4" SAE Tee Connector with cap and valve core. 1/4" female knurl and 1/4" SAE male connections. Used for multiple manifold systems only. • Micro Leak Detector • In-Line Filter • Digital Pressure Gauge CAUTION!: Never use magnetic tools or cause excessive vibration when the actuators are bolted to the cylinder(s). Parts: • Supervised Loop Wiring: Black Wire - Part #: 441601C6.FE0 & White Wire - Part #: 441601C6.FE9 • Pull Station Wiring: Belden Wire - Part #: 6320UL (or similar) • WAGO connectors - Part #: 221-412 • Replacement PAK O-rings Fire System Wiring Connections • Connect the Manual Activation Device (MAD) using Belden #6320UL, 18 Gauge plenum rated wire. • Connect all Firestats using Belden #6320UL (or similar), 18 Gauge plenum high temperature rated wire. Single hood systems with a hood mounted utility cabinet may not have any additional stats. •The supervised loop must be run through metallic conduit. Do not run wiring with high voltage wires. Verify all supervised loop wires are free from damage/stress. All supervised loop wires must be termi- nated in terminal blocks, junction boxes, and push-stations. • Install the 24V DC or 120V AC gas valve. • Verify that all solenoid wires and electrical control panel wiring are secured. Any supervised loop wiring within 18 inches of the top of the hood must be high-temp wire, type MG or MGT with WAGO connectors (Part # 221- 412). Type MG White (Part # 441601C6. FE0), Type MG Black (Part # 441601C6.FE9). Preparing System for Test •Place all building alarm systems in test mode. Place the electric control panel in “Test” mode. Refer to Figure 54. Verify there are no supervision faults on the HMI. • Verify that the hood, duct, and kitchen appliances have not changed (including type, dimensions, and location) from the approved design. Appliance drops must be between 35-50 inches from the hazard surface. • Verify that all cylinder discharge outlets are connected to the system. • Verify that all cylinders are secured in their bracket(s). • Verify that a valve cap or supervisory pressure switch (optional) is installed on each secondary cylinder Schrader valve. • Verify that nozzle caps are installed. NOTE: If this is the first service after installation, the PAK hose should be disconnected, and the primary and secondary valve actuators should be in the ship/test position. Refer to Figure 55 on page 64. Figure 54 - Electric Control Panel “Test” Mode APPLIANCE PROTECTION TEST ARMED PUSH TO RESET FIRE SYSTEM 64 Connecting Service Test Kit CAUTION!: Supplied Nitrogen Pressure Shall Not Exceed 250 psig Maximum. NOTE: The PAK hose is shipped disconnected, and the PAK/SVA(s) are shipped in the Ship/Test position • Check the quantity of Schrader valves on the tank cylinder assembly. • Tank assemblies with one Schrader valve: - Quickly disconnect the PAK hose to minimize nitrogen loss. Verify a Supervisory Pressure Switch is active on the HMI. If the electrical package is interlocked, the HMI will show “Test Mode.” • Tank assemblies with dual Schrader valves: - If this is the first installation/start-up procedure, confirm a Supervisory Pressure Switch fault is active. Then, connect the PAK hose to the tank Schrader valve after the PAK/SVA actuators are con- firmed in the ship/test position. - NEVER DISCONNECT the PAK hose from the tank during normal 6-month inspections. The pri- mary tank secondary Schrader valve will be utilized for servicing the system. A Supervisory Pres- sure Switch fault should not be active on the HMI. NOTE: PAK hoses with knurled fitting must ONLY be tightened by hand and not with a tool. If the PAK hose with a hex fitting was loosened for any reason, this fitting must be torqued to 15 in-lbs. • Remove the PAK and any Secondary Valve Actuators (SVA) from their cylinder. Place PAK and SVAs in the ship/test position. Verify that the PAK and SVAs are securely mounted to the bracket. Refer to Figure 55. Figure 55 - System Preparation • Connect the Nitrogen Service Cylinder via the 1/4” refrigerant test hose with an inline filter. If the filter has a directional airflow arrow, verify correct orientation. Refer to Figure 56 on page 65. • For a single Schrader valve, connect the PAK hose to the inline filter. • For dual Schrader valves, connect a secondary 1/4” refrigerant test hose to the open secondary tank Schrader valve. Connect the end of the hose to the filter. • Verify that the pistons in the PAK and SVAs are in the set position. The plunger is not actuated. Refer to Figure 58 on page 66. • Connect a 1/4” pressure gauge to the Schrader service valve of the PAK assembly. Verify the pressure reads 0 psi. Refer to Figure 56. • Verify all secondary actuator hoses are connected to the appropriate PAK/SVAs. Tighten connections. • Verify the actuation line vent limiting orifice is installed and tight in the last actuator on the system (last SVA or PAK if there are no secondary cylinders). Do not use pipe dope or tape on the orifice. • Verify that the Primary Supervisory Pressure Switch is installed securely on the PAK. Torque to 75 in-lbs. • Optional Feature: Secondary tanks may also have Supervisory Pressure Switches installed, verify all switches are properly secured to all secondary tanks. Torque to 75 in-lbs. • Verify the PAK solenoid is de-energized. • Open the Nitrogen Cylinder. Adjust the pressure to 225 psig. • Monitor the pressure gauge on the PAK. The pressure must not read above 0.5 psi for 15 minutes. This indi- cates the primary actuator solenoid is in the de-energized state and will not let pressure through as intended. The gauge may fluctuate between 0 and 0.5 psi. CAUTION!: If pressure reads above 0.5 psi, contact Service at 1-866-784-6900. • Place the system in “Armed” mode. WARNING! If the PAK or SVAs are installed on the cylinder valve during the test, the cylinders will discharge. 1 2 4 3 4 1. Primary Supervisory Pressure Switch 2. PAK Hose Disconnected 3. Secondary Supervisory Pressure Switch (optional) 4. PAK/SVA in the Ship/Test Position 65 • Lift the cover to the manual activation device and “push” to activate the fire system. • Verify all PAK and all SVAs have actuated. The piston should be fully extended and in a locked position. Refer to Figure 56. • Verify that there are no leaks in the actuation line. Nitrogen will pass through the vent limiting orifice. • Verify that the solenoid is in the energized state. • Monitor the pressure gauge on the PAK. When the fire system is activated, the pressure should be 185 psi or higher. This indicates the system is functioning and will let pressure through as intended. CAUTION!: If pressure reads under 185 psi, contact Service at 1-866-784-6900. • If all of the above is confirmed, reset the control panel. The manual activation device can be reset by twisting the push button in a clockwise motion. Press the “Push To Reset” button. Place system in “Test” mode. • Reset plungers in the PAK and SVAs to their set position. • Close the Nitrogen Cylinder. • Remove the pressure gauge on the PAK. Figure 56 - Service Test Tank Details NOTE: Pressure gauge minimum requirements; 1/4” female flare, 0-250 psi, resolution 0.5 psi, accuracy +/- 1% FS. The inline filter minimum requirements; 1/4” male flare, 40 micron, 250 psi. 1. Nitrogen Service Cylinder with regulator attached 2. 1/4” Refrigerant Test Hose (Long) Additional hoses/lengths required for servicing. 3. 1/4” Male to Male Inline Filter 4. PAK Hose Connection 5. Secondary Actuator Hose 6. Vent Limiting Orifice 7. Digital Pressure Gauge 8. Primary Actuator Solenoid 9. Solenoid Actuated Single Schrader Port Nitrogen Connection 4 2 6 3 1 5 0.00 PSIDual Schrader Port Nitrogen Connection 0.00 PSI7 8 4 2 7 9 8 66 Balloon Test Procedure NOTE: The following should be tested with battery power only (A/C power disconnected) and then tested with A/C power connected. Figure 57 - Additional 1/4” Test Hose • Connect an additional 1/4” refrigerant test hose from the service Schrader valve of the PAK assembly (45° depressor connection) to the distribution piping service port (low-loss fitting threaded into hose straight connection). Refer to Figure 57. • Check that the pistons in the PAK and SVAs are still in the set posi- tion. • Remove the nozzle caps from the nozzles. • Remove hood filters. This will expose the Firestat(s) and the duct and plenum drops. • Place testing balloons over all nozzles (appliance, duct, and ple- num). • Open the Nitrogen Service Cylinder. Adjust the pressure to 200 psig. CAUTION!: Supplied Nitrogen Pressure Shall Not Exceed 250 psig Maximum. • Place the system in “Armed” mode. • Lift the cover to the manual activation device and “push” to activate the fire system. Refer to Figure 58. • When testing with A/C power, verify the Electrical Control Package (ECP) has activated. The audible alarm will sound, and the system is in a fire condition. The HMI will flash FIRE on the screen. • Verify the PAK and all SVAs have actuated. The piston should be fully extended and in a locked position. Refer to Figure 58. • Verify that there are no leaks in the actuation line, except through the vent limiting orifice. • Verify that the solenoid is in the energized state. • Verify all balloons are filled. • Verify fuel to all appliances under the protected hood has shut off. • Verify the makeup air supplied to the hood has shut off. • If all of the above is confirmed, reset the control panel. The manual activation device can be reset by twisting the push button in a clockwise motion. Press the “Push To Reset” button. Refer to “Reset Overview” on page 54. • Close the Nitrogen Cylinder. Remove all balloons from the nozzles. Figure 58 - Balloon Test 2 1 3 4 1. Schrader service valve of the PAK assembly 2. 1/4” Refrigerant Test Hose (Short) Additional hoses/lengths required for servicing. 3. Low-loss Fitting Straight Adapter 4. Distribution Piping Service Port PUSH Manual Activation Device (MAD) PUSH TO RESET FIRE SYSTEM 1 2 1. PAK Actuated 2. SVA Actuated 67 Firestat Test Procedure NOTE: The following should be tested with battery power only (A/C power disconnected) and then tested with A/C power connected. ATTENTION: You do not need nitrogen for this test. CAUTION!: The use of a torch or flame is strictly prohibited. Figure 59 - Firestat Riser Location • Use a portable heat source to apply heat to the duct Firestat in accor- dance with the manufacturer’s instructions. Please refer to applicable detector manufacturer’s manual. Refer to Figure 59. • When the Firestat’s heat set point is reached, the fire system will acti- vate. Some residual nitrogen from the test cylinder may release. - When performing this test with battery power only, check the CORE- board fire status light. - When performing this test with A/C power, the exhaust fan will acti- vate. Depending on the hood lights activation setting, they will turn on or off. • Check all Firestats in the system. • After the system is tested, install nozzle caps, and install hood filters. Disconnecting Service Cylinder Tank • Place the TANK fire system into “Test” mode. • Relieve pressure from the Nitrogen Cylinder. • Cylinder assemblies with one Schrader valve: - Slowly disconnect the inline filter from the PAK hose. • Cylinder assemblies with dual Schrader valves: - Check all cylinder gauges to confirm proper pressure is within the “green” range. If pressure is low, refer to “Adding Nitrogen to Tank(s)” on page 72. - Slowly disconnect the test hose with inline filter from the tank cylinder. • Relieve pressure in the actuation line. Slowly disconnect the test hose from the PAK service valve. • Disconnect the test hose from the fire system distribution piping service port. Remove low-loss fitting adapter. Re-arming System • Reset each PAK and any SVAs by pushing the spring-loaded pin on the piston. Press the piston into the body of the actuator. • Verify residual pressure is relieved at Schrader valve. NOTE: If a PAK/SVA fails to operate or cannot be properly reset, the unit must be replaced. Refer to page 71 for replacement procedures. • Verify all of the actuation lines between the PAK and SVA(s) are secure and tight. Place Schrader valve cap on the fire system distribution piping service port. • Check all cylinder gauges to confirm proper pressure is within the “green” range. If pressure is low, add nitro- gen. Refer to “Adding Nitrogen to Tank(s)” on page 72. • Re-arm the control panel by placing the package in “Armed” mode. Figure 60 - Resetting PAK/SVA(s) 1 2 1. Firestat 2. Heat Gun 1. PAK in Ship/Test Position 2. SVA in Ship/Test Position 3. Distribution Piping Service Schrader Valve 4. Primary Actuator Hose 5. Actuator Activated 6. Actuator Set Position NOTE: Tanks should never be filled with agent in the field. Ship/Test Position 4 1 23 5 6 68 Leakage Testing • Connect a 1/4” pressure gauge to the Schrader service valve of the PAK assembly. Verify the pressure reads 0 psi. Refer to Figure 61. • Prepare the tank cylinder assembly for leakage testing. • Cylinder assemblies with one Schrader valve: - Inspect the PAK hose O-ring. Replace O-ring if damaged or deformed. Refer to “TANK FIRE SUPPRES- SION SYSTEM PARTS” on page 81. - Quickly connect the PAK hose to the Schrader valve on the primary cylinder to minimize nitrogen loss. • Cylinder assemblies with dual Schrader valves: - Place Schrader cap back on the tank cylinder secondary Schrader valve. NOTE: PAK hoses with knurled fitting must ONLY be tightened by hand and not with a tool. If the PAK hose with a hex fitting was loosened for any reason, this fitting must be torqued to 15 in-lbs. • Monitor the pressure gauge on the PAK. The pressure must not read above 0.5 psi for 15 minutes. This indi- cates the solenoid is in the de-energized state and will not let pressure through as intended. The gauge may fluctuate between 0 and 0.5 psi. CAUTION!: If pressure reads above 0.5 psi, immediately remove the primary actuator hose from the pri- mary tank. Contact Service at 1-866-784-6900. • Verify that the pistons in the PAK and SVAs are in the set position and not actuated. Refer to Figure 60 on page 67. Figure 61 - Leakage Test Setup • Install the PAK and any SVAs onto their respective cylinders. Refer to Figure 62. • Remove the pressure gauge on the PAK. Place the Schrader valve cap back onto the service port of the PAK assembly. Tighten the cap. • Spray the primary charge hose connection with a micro leak detector to check for leaks. • Verify that the Supervisory Pressure Switches have reset per the control panel manual instructions. • The system should be in the “Armed” position, and no faults should be active on the HMI when finished testing. Figure 62 - PAK/SVA(s) Installed 1. PAK Reset and in the Ship/Test Position 2. SVA Reset and in the Ship/Test Position 3. PAK Hose Connected to Tank 4. Digital Pressure Gauge 1 2 30.00 PSI4 1. PAK Installed 2. Schrader Cap 3. SVA Installed 1 3 2 69 MAINTENANCE NOTE: It is the responsibility of the system installer to review system operation and owner obliga- tions, and to provide any necessary literature to the owner at the time of system installation. This section contains the inspection and maintenance instructions for the TANK Fire Suppression extin- guishing system. These procedures must be performed in accordance with NFPA 17A and the National Fire Code of Canada as applicable. If problems arise, corrective action must be taken. Every Month (System Owner) Refer to the cylinder nameplate for proper inspection and maintenance instructions. Inspections are required to ascertain that the system is operable and that no changes have occurred, which would compro- mise the effectiveness of the system. A record of the monthly inspection is to be kept reflecting the date inspected, initials of the person performing the inspection, and any corrections required. If any discrepan- cies are noted while making this inspection, DO NOT CONTINUE OPERATING COOKING APPLI- ANCES. Immediately contact a factory trained distributor for service and/or repair. The following procedure is to be performed by the Owner of the system on a monthly basis: Table 20 - Owner’s Monthly Maintenance Checkbox Procedure Verify the extinguishing system is in its proper location. Inspect all system components, agent distribution pipe, and conduit runs for physical damage and/or displacement. Inspect all nozzles caps are in place and intact. Check for possible obstructions to the discharge of the wet chemical. Inspect each Cylinder and Valve Assembly. The indicator on the pressure gauge should be in the “green” range (200 psig). The cylinder should not show evidence of corrosion or damage. Verify that manual release stations are unobstructed and in clear view and are labeled for intended use. Verify all tamper seals are intact, and the system is in a ready condition. Verify the inspection tag or certificate is in place and current. Verify the hood, duct, and protected cooking appliances have not been replaced, modified, or relocated. 70 Every Six Months (Factory Trained Distributor) All systems shall be inspected and serviced semi-annually by a factory trained distributor. 1. Place the control panel in “Test” mode and ensure there are no supervision faults, refer to “Reset Overview” on page 54. 2. Verify that the system design and installation are adequate to protect the hazard area and conform to the instructions in this manual. Check the following: • All equipment requiring fire protection within the hazard area is protected. • There have been no unauthorized alterations to the protected area or equipment, or to the wet chemi- cal system. • All cylinder mounting brackets are securely fastened to the hood. • Verify all cylinders are pressurized within the “green” range. • Check hose connections with soapy water to check for leaks. • All nozzles are properly aimed, secured, and located within the proper distance from the protected equipment. Each nozzle should be clean and equipped with a cap. • All piping joints and pipe supports are securely fastened. • The pipe lengths, sizes, fittings, and material are as specified in this manual. • All wiring is in compliance with local codes. • All field wiring is free of ground fault or short-circuit conditions. • All system components and installation material are as specified in this manual. 3. Perform Start-up/Test Procedure. Refer to “START-UP/INSPECTION TEST PROCEDURE” on page 63. Every Two Years 1. Replace batteries. The replacement battery part number is PS-1270-F2; two are required. Once the battery is disconnected, the connected equipment is not protected from power outages. The new bat- tery must be installed immediately. Refer to the replacement battery installation guide for more details. 2. Inspect the condition of all wires and plumbing. Plumbing should be free of corrosion, and wire insula- tion must be in good condition. Every Twelve Years The 12-year maintenance is typically done in conjunction with the semi-annual maintenance. These proce- dures shall be performed in addition to the tests conducted at Semi-Annual intervals. Refer to “Every Six Months (Factory Trained Distributor)”. Decommissioning If it should become necessary to disconnect the CORE system from AC power for an extended period of time (more than 2 days), the batteries should be disconnected to prevent them from being damaged due to complete discharge. Agent Cylinder Tanks Each cylinder must be replaced every 12 years. For information on replacing cylinders, refer to “POST- DISCHARGE MAINTENANCE” on page 73. Actuation Hoses All actuation hoses must be hydrostatically tested (at 500 psi test pressure) or replaced every 12 years in accordance with NFPA 17A. 71 Conditional Maintenance Replacing A Primary Actuation Kit If a PAK fails to operate during system testing, follow these steps to replace the PAK: 1. Ensure the primary actuation hose is not connected to the primary cylinder or a nitrogen pressure sup- ply system. 2. Remove the supervisory pressure switch installed on the PAK. 3. If applicable, disconnect the secondary actuation hose from the PAK. 4. Loosen the PAK shipping bolts from the top of the bracket, slide the unit back and remove it from the bracket. 5. Loosen the shipping bolts on the new PAK. Slide the unit into the bracket. Tighten the shipping bolts to ensure the PAK is held firmly but can still be slid back for installation to the cylinder valve. 6. If applicable, remove the side vent limiting orifice on the PAK and install in the secondary actuation hose. 7. Install the supervisory pressure switch onto the new PAK. Replacing A Secondary Valve Actuator If an SVA fails to operate during system testing, follow these steps to replace the SVA: 1. Ensure the primary actuation hose is not connected to the primary cylinder or a nitrogen pressure sup- ply system. 2. Disconnect any secondary actuation hose connecting the SVA to the PAK or other SVAs. 3. Loosen the SVA shipping bolts from the top of the bracket, slide the unit back and remove it from the bracket. 4. Loosen the shipping bolts on the new SVA. Slide the unit into the bracket. Tighten the shipping bolts to ensure the SVA is held firmly but can still be slid back for installation to the cylinder valve. 5. If applicable, remove the side vent limiting orifice(s) on the SVA and connect the SVA to any applicable secondary actuation hoses. 72 Adding Nitrogen to Tank(s) NOTE: Verify the pressure loss is not due to a discharge or unknown issue. Spray the pressurized PAK, SVA, and tank cylinder assemblies (PAK hose connection and pressure switches) at all fittings with a micro leak detector. Repair or replace components that show signs of leaking/damage. Table 23 on page 81 provides all required components/part numbers to service low pressure tank(s). Refer to Fig- ure 63 for assembling service kit. After the low pressure condition is identified and fixed, follow these steps to add nitrogen. • Place the system in “Test” mode. • Unbolt PAKs/SVAs from tank(s) and secure to tank bracket. • Determine TANK Schrader valve ports. Refer to Refer to Figure 63. • Cylinder assemblies with one Schrader valve, disconnect the PAK hose from the primary Schrader valve, if already connected. • Cylinder assemblies with dual Schrader valves, remove Schrader cap from the secondary Schrader valve. • Connect a Nitrogen Service Cylinder via the 1/4” refrigerant test hoses with an inline filter to the 1/4” to the Schrader valve fill port. • If the filter has a directional airflow arrow, verify correct orientation. Arrow should be pointing away from the nitrogen tank and toward the fire system tank. CAUTION!: Supplied Nitrogen Pressure Shall Not Exceed 250 psig Maximum. • Open the Nitrogen Service Cylinder. Adjust the pressure to 225 psig. • Pressurize the tank to 200 psig. The green indicator range is 175 to 225 psig. • Close the Nitrogen Service Cylinder. • Remove test hoses from the Schrader valve. • Prepare tanks for final connections. • Cylinder assemblies with one Schrader valve, connect the PAK hose to the primary Schrader valve. • Cylinder assemblies with dual Schrader valves, place the Schrader cap on the secondary Schrader valve. • Verify PAK/SVA are still in the set position. • Remove PAKs/SVAs from the tank bracket and secure to the tanks. Tighten hardware. • Connect a 1/4” pressure gauge to the Schrader service valve of the PAK assembly. Pressure should read 0 psi. • Spray the pressurized system components and fittings with micro leak detector. Monitor the pressure gauge on the PAK. The pressure must not read above 0.5 psi for 15 minutes. Pressure may fluctuate between 0 - 0.5 psi. CAUTION!: If pressure reads above 0.5 psi, contact Service at 1-866-784-6900. • Place the system in “Armed” mode. • Finalize Start-up/Test procedure. Continue to “START-UP/INSPECTION TEST PROCEDURE” on page 63. Figure 63 - Service Kit Set-up 1 2 3 4 5 8 Dual Schrader Port Nitrogen Connection 0.00 PSI6 90.00 PSI7 6 Single Schrader Port Nitrogen Connection1. Nitrogen Service Cylinder 2. Pressure Regulator 3. 1/4” Refrigerant Test Hose (60” Long) 4. 1/4” Male to Male Inline Filter 5. 1/4” Refrigerant Test Hose (36” Long) 6. Digital Pressure Gauge 7. Primary Schrader Valve (Single Schrader Port) 8. Secondary Schrader Valve (Dual Schrader Port) 9. PAK Hose (Connected to TANK) 73 POST-DISCHARGE MAINTENANCE General Information Liquid Fire Suppressant, the Aqueous Potassium Carbonate (APC) base wet chemical used in the TANK Fire Suppression extinguishing system, is non-toxic. However, any food or cooking oils that have been contaminated with wet chemical agent should be discarded. Refer to Safety Data Sheet (SDS). After any system discharge, it is best to clean the area as soon as it is safe to do so. Prolonged exposure of equipment to wet chemical can result in localized corrosion due to moisture in the air. Clean up should be completed within 24 hours of any system discharge. TANK Fire Suppression cylinders need to be replaced every 12 years, and after any system discharge. Appliance Cleanup No unusual cleanup procedure is required. The reaction of the wet agent and the grease is one of saponification, and it produces a foam that can be wiped off. After the appliances have completely cooled, the residue from the discharge may be cleaned up using a wet cloth or sponge. Ensure that all fuel and electric power to the area has been shut down. Wear rubber gloves and eye protection while cleaning. If skin or eyes come in contact with the agent, flush thoroughly with water. Cleaning Distribution System The TANK Fire Suppression extinguishing system must have all discharge piping and nozzles flushed out with water after any discharge, as detailed in the following procedures. Cleaning Nozzles 1. Remove all nozzles from the system. 2. Inspect each nozzle & filter and remove any debris. 3. Clean nozzle and vane by flushing thoroughly with warm soapy water. Remove any foreign matter that could impede flow. 4. Run water through the nozzle tip to ensure the orifice is not clogged. 5. Thoroughly dry nozzles with dry air or nitrogen and set aside. WARNING! Do not disturb the foam until the cooking appliances, plenum, and duct have cooled sufficiently. Do not put water on hot grease as this will cause violent steaming and spattering. WARNING! APC wet agent is electrically conductive. To avoid electrical shock, de-energize all electric circuits to appliances, outlets, and wiring by disconnecting or turning off the electric power at the main fuse or circuit breaker box. Do not cleanup APC wet agent or touch electric appliances, outlets, power cords, or other wiring with electric power on. 74 Flushing the Distribution Pipe Network Before starting the flushing procedure, inspect the complete piping network, and replace any pipe or fit- tings that have been subjected to direct flame or excessive heating. The following procedure describes flushing the pipe network with a spare/test cylinder. The pipe network can also be flushed utilizing an external water supply if available. Flushing Procedure with Spare/Test Cylinder • Check the pressure gauge on each cylinder to ensure it has been depressurized. • Clean the area with warm soapy water, and rinse with water. Dry thoroughly with dry air or nitrogen. • Disconnect the Primary Actuator Kit (PAK) stainless steel hose from the primary cylinder valve. • Remove all cylinders from the system. Refer to “Removing a Cylinder Tank (Empty or Storage)” on page 77. • Fill test cylinder(s) with water and pressurize. • Install a test cylinder for each removed cylinder. Refer to “Install New Cylinder Tank(s)” on page 78. • Attach a suitable container (or hose to a container or other point of disposal) at each pipe outlet where a nozzle was installed to collect the water discharge. • Install the PAK and SVAs onto their respective cylinders. • Re-arm the control panel by placing the package in “Armed” mode. • Connect the primary actuator hose securely to the Schrader valve on the primary cylinder. NOTE: PAK hoses with knurled fitting must ONLY be tightened by hand and not with a tool. If the PAK hose with a hex fitting was loosened for any reason, this fitting must be torqued to 15 in-lbs. • Activate the system using the manual activation device. • Once the system is fully discharged of water, reset the system. Refer to “Reset Overview” on page 54. • Remove containers or hoses from all nozzle location pipe outlets. • Remove test cylinders. • Connect a nitrogen service tank to system piping service port and blow out the discharge piping to remove all excess water. Disconnect the nitrogen service tank. Refer to “Dry the Lines” on page 76. • Install new cylinders at each location. Refer to “Install New Cylinder Tank(s)” on page 78. • Re-install nozzles, ensuring that all nozzles are in the correct location and properly aimed. • Complete the Start-up/Test Procedure. Refer to “START-UP/INSPECTION TEST PROCEDURE” on page 63. NOTE: Tank cylinder(s) should never be filled in the field with agent. 75 Flushing Procedure with an External Water Supply The procedure is used for flushing out the fire system piping after a fire system discharge. Tank cylin- der(s) must be in place when flushing the system. Refer to Figure 64 for testing setup. Parts: Flush the System • Remove the appliance nozzle that is furthest away from the utility cabinet. • Use a 3/8” to 3/4” flushing adapter to attach the hose to the nozzle drop. Attach a water hose to the flushing adapter and the other end to a water source. • Hang the bucket support brackets and buckets on the applicable drops. If possible, connect a hose to the grease spout and route the hose to the nearest floor drain. • Flush with water for a minimum of one minute. Larger systems will take longer than a minute. Figure 64 - Flushing System with External Water Supply • Remove flushing adapter. Reinstall the nozzle and hang a bucket. • When reinstalling nozzles, ensure that all nozzles are in the correct location and properly aimed. • Tank Flushing Adapter • Bucket Support Bracket • Buckets • Water Hose • Nitrogen Service Kit • Silicone Lubricant • 1/4" SAE Tee Connector with cap and valve core. 1/4" female knurl and 1/4" SAE male con- nections. Used for multiple manifold systems only. 5 3 1 3 2 6 4 1. Nozzle Furthest from Utility Cabinet 2. 3/8” to 3/4” Tank Flushing Adapter 3. Bucket Support Bracket 4. Buckets 5. External Water Supply 6. Utility Cabinet 76 Dry the Lines • Connect the nitrogen line directly to the distribution piping service Schrader valve on the manifold line. Refer to Figure 65. • Set your pressure regulator to 100 psi and blow down the lines for a minimum of 30 seconds. Larger systems may take longer. Figure 65 - Connecting Nitrogen to Dry Lines • Remove nitrogen line from the distribution piping service Schrader valve. • Remove all hoses and buckets. • Install nozzle caps on nozzles. 2 3 4 5 6 11. Nitrogen Service Cylinder 2. Regulator 3. Refrigerant Test Hose 4. Inline Filter 5. Additional Test Hose 6. Distribution Piping Service Schrader Valve 77 Cylinder Tank Maintenance TANK Fire Suppression cylinders need to be replaced every 12 years, and after any system discharge. Removing a Cylinder Tank (Empty or Storage) • Unbolt the actuators from the tanks and bolt into shipped position. Repeat for all additional actuators. • Disconnect the PAK hose. IMPORTANT: If tank(s) will be stored for an extended period, you must prevent debris from entering the system. Cover the discharge outlet (tank) and discharge adapter (system piping). Install the Valve Protection Plate and Anti-recoil Plate onto the cylinder. • Use a 1/2” and 9/16” box end wrench to remove the cylinder mounting bolts from the bracket. • Loosen the tank straps, and remove the tank. Repeat for additional tanks. • For each secondary cylinder, perform the following before moving to the next cylinder: - Remove the Supervisory Pressure Switch from the cylinder valve if applicable. - Loosen the cylinder bolts holding the valve to the discharge adapter and cylinder bracket. - Loosen the tank straps holding the cylinder in place. • Pull the cylinder out from the bracket. Refer to Figure 66. Figure 66 - Tank Removal Process WARNING! Never assume that a cylinder is unpressurized. Handle all cylinders as if they are pressurized until verified otherwise. Pressurized cylinders are extremely hazardous. When performing any cylinder maintenance procedure, the cylinder must be properly secured to a rigid structure capable of withstanding the full thrust that would result if the valve were to open inadvertently. Any time a cylinder assembly is unsecured, the anti-recoil plate must be installed on the valve outlet to provide a safe, controlled discharge in the event of accidental actuation. Failure to take proper precautions could result in death, serious personal injury and/or property damage. 1. PAK in Ship/Test Position 2. SVA in Ship/Test Position 3. PAK Hose 4. Secondary Supervisor Pressure Switch (Optional) 5. Cylinder Mounting Bolts 6. Tank Straps NOTE: Tanks should never be filled with agent in the field. 3 1 2 6 5 5 4 78 Install New Cylinder Tank(s) • Remove the anti-recoil plate. • Install the tank by fully inserting the tank into the adapter. Apply some silicone lubricant to the adapter and o-ring to ensure a smooth installation. • Install and tighten the 2 bolts to hold the tank onto the bracket. The square nut can be tightened with a 9/16” box end wrench; the bolt head can be tightened with a 1/2” box end wrench. • Tighten the middle tank strap to help support the weight of the tank and to assist in lining up the bolts. • Tighten the other two tank straps. • Repeat for all other tank cylinder(s) in the system. • Complete the Start-up/Test Procedure. Refer to “START-UP/INSPECTION TEST PROCEDURE” on page 63. Figure 67 - Installing Tank Cylinder(s) 1. Anti-Recoil Plate 2. Valve Protection Plate 3. Cylinder Assembly 4. Discharge Adapter 5. Cylinder Mounting Bolts 6. Tank Straps 1 2 3 4 5 6 79 Depressurizing a Cylinder Tank 1. Secure the cylinder in a chain vice, strap vice, or similar device. 2. Prepare high-pressure discharge hose with a spare nozzle on the end. 3. Remove the anti-recoil plate from the cylinder outlet and install the discharge adapter. 4. Install a ball valve onto the discharge adapter outlet. Refer to Figure 68. 5. Attach the discharge hose with nozzle to the ball valve outlet. 6. Attach the hose and discharge adapter assembly to the cylinder valve outlet. 7. Insert the opposite end of the hose into an appropriate container for the wet chemical agent. 8. Ensure that the hose is secure and will not come loose or separate from the container. 9. Install a Secondary Valve Actuator (SVA) onto the cylinder valve. 10. Connect the nitrogen service cylinder to one of the SVA ports, and a SVA vent limiting orifice in the opposite port. 11. Ensure that the ball valve on the discharge assembly is in the closed position. 12. Open the nitrogen supply, slowly increase pressure until the SVA actuates. Turn off nitrogen supply. 13. Carefully open the discharge valve. 14. Monitor the discharge to prevent spillage and to ensure that the hose remains secure. 15. Control the rate of discharge via the ball valve. 16. If applicable, stop the flow and change containers. 17. When the discharge is complete, turn off the nitrogen service cylinder supply. 18. Check that the cylinder gauge indicates no pressure, and carefully depress the Schrader on the cylinder valve. Check for any possible flow/leakage of nitrogen. 19. Slowly disconnect the nitrogen supply, relieving pressure from the SVA. 20. Remove the SVA from the valve. 21. Remove the valve/siphon tube assembly by unthreading the valve counterclockwise from the cylinder. 22. Invert the cylinder to remove any residual wet chemical. 23. Clean the cylinder and threads with warm soapy water and rinse with clean water. 24. Blow out any residual moisture from the cylinder and threads with dry air or nitrogen. Figure 68 - Cylinder Discharge Assembly Rechecking the System After the inspections and procedures described previously in this section, the fire-suppression system is ready to be fully checked out before installation of the replacement wet chemical cylinders. 1. Follow the system commissioning and test procedures outlined in “START-UP/INSPECTION TEST PROCEDURE” on page 63. 2. Be sure to check the system for all modes of operation. WARNING! Failure to correctly secure the hose could result in death, serious bodily injury, and/or property damage. Attach Discharge Hose to this End. Valve Cylinder Discharge Adapter 80 Mobile Kitchen/Seasonal Shutdown Figure 69 provides details on components that require attention when decommissioning/commissioning mobile kitchens or kitchens used for seasonal occasions. When the kitchen is not in use for an extended period: 1. Verify incoming power to the hood is OFF or DISCONNECTED. 2. Disconnect the battery connection from the CORE Board at connector J1 located inside the control package. Alternatively, you may remove the fuse (5 amp blade fuse) from the battery connector kit. 3. Disconnect the PAK and SVA(s) from the tank(s). 4. Place the PAK and SVA(s) in the ship/test position. Install valve protection plate. NOTE: If the space drops below -20°F, the tanks must be removed and stored in a conditioned space. When starting the kitchen backup from an extended shutdown: 1. Verify incoming power to the hood is OFF or DISCONNECTED. 2. Verify the PAK and SVA(s) are in the set position. 3. Install the battery connection to the CORE Board at connector J1. If the fuse (5 amp blade fuse) is removed, install fuse to the connector kit at the batteries. If a replacement connector kit is required, order part number - CORECONKIT12. If replacement batteries are required (12V, 7AH,.250 terminals, AGM), order part number - PS-1270-F2 (must order two). 4. Check the pressure gauge is in the “green” range. If the pressure is low, refer to “Adding Nitrogen to Tank(s)” on page 72. If the tank(s) were removed for storage, install the tank(s). 5. Restore incoming power to the hood. 6. Remove the valve protection plate. Place the PAK and SVA(s) in the installed position. Refer to “START-UP/ TEST PROCEDURE” on page 57 to finish start-up. Figure 69 - Actuator and Battery/Fuse Details PAK/SVA Ship/Test Position Batteries and Connector Kit CORE Board Battery Connector J1 PAK/SVA Set Position Piston in Set Position Fuse Valve Protection Plate Pressure Gauge Shipping Bolts Mounting Bolt Nut PAK/SVA Installed Position 81 TANK FIRE SUPPRESSION SYSTEM PARTS Table 21 - System Components Description Part Number TFS Cylinder Assembly, Filled & Pressurized 87-300001-001 Bracket, TFS Cylinder TFS-UCTANKBRACKET Discharge Adapter WK-283952-000 Discharge Adapter Tank Locking Plate DATANKLOCK O-Ring for Discharge Adapter WK-108019-000 Primary Actuator Kit (PAK) 87-300030-001 O-ring 1/4” PAK Hose - Knurled Fitting 19020 O-ring 1/4” PAK Hose - Hex Fitting PAKHOSEORING Secondary Valve Actuator (SVA) 87-120042-001 Secondary Valve Actuator Hose 7” 87-120045-001 Secondary Valve Actuator Hose 24” 87-120045-002 Secondary Valve Actuator Hose 60” 87-120045-003 Cylinder Supervisory Pressure Switch 87-300040-001 Vent Limiting Orifice 12A06 Gas Shut-off Valve, 3/4” (ASCO) 8214235 Gas Shut-off Valve, 1” (ASCO) 8214250 Gas Shut-off Valve, 1-1/4” (ASCO) 8214265 Gas Shut-off Valve, 1-1/2” (ASCO) 8214275 Gas Shut-off Valve, 2” (ASCO) 8214280 Gas Shut-off Valve, 2-1/2” (ASCO) 8214290 Gas Shut-off Valve, 3” (ASCO) 8214240 Table 22 - Maintenance Components Description Part Number Valve Protection Plate WK-255096-000 Anti-Recoil Plate WK-255681-000 Discharge Adapter Kit (includes mounting flange) 83-844908-000 Schrader Cap (used with valve for test and service ports) 87-300140-001 Schrader Valve (used for test and service ports) 87-300141-001 SVA bolts 87-300152-001 Balloons ADRITE11IN Bucket Support Bracket BUCKSUP Table 23 - Service Parts (not supplied with system) Description Part Number TANK Fire Suppression Service Kit (Individual Parts Below) TANK Fire Suppression-S-Kit Fitting 1/4” Male to Male Thread Union U24 Low-Loss Fitting 1/4” Straight Adapter Male to Female Thread NABS 1/4” Refrigerant Test Hose, 36" Long NHD1436 1/4” Refrigerant Test Hose, 60" Long NHD1460 Nitrogen Service Cylinder (Ships empty) HP20 Pressure Regulator GEN450F Inline Refrigerant Filter C-032 Digital Pressure Gauge Varies 82 Notes 83 CLEANING & MAINTENANCE RECORD Date Service Performed 84 Factory Service Department | Phone: 1-866-784-6900 | Fax: 1-919-516-8710 Start-Up and Maintenance Documentation START-UP AND MEASUREMENTS SHOULD BE PERFORMED AFTER THE SYSTEM HAS BEEN INSTALLED (Warranty will be void without completion of this form) Job Information Cleaning and Maintenance Record As a result of our dedication to constant improvements and quality, the MANUFACTURER reserves the right to update specifications without notice. Please refer to MANUFACTURER’S website for up to date documentation. Job Name Service Company Address Address City City State State Zip Zip Phone Number Phone Number Fax Number Fax Number Contact Contact Purchase Date Start-Up Date Date Service Performed BUILDING PERMIT Fire Sprinklers FIRE-2812-2025 Issuance Date: 1/9/2026Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 053-063-019Project Address:3427 Roberto Ct , 110 Assessor's Parcel Number: Unit or Suite(s):110 4,705.00Square Footage: Legal Description:Install over head fire Sprinkler system for Tenant Improvement the system does not exceed the original OH II design in Suite 110- Project Description: Applicant: Alpha Fire Unlimited FELICIA VILLEGAS Business: (805) 541-2324 License Type: California State Contractor License License Number: 761360 Classification: C10 - Electrical Contractor License Type: California State Contractor License License Number: 761360 Classification: C16 - Fire Protection Contractor Owner: High St. Market and Deli Randy Coates Business: (805) 234-1220 2022Code Year:Stories : Fire Sprinklers:Motel Rooms:Dwelling Units: 0.00 Census:Construction Type: Occupancy: Valuation Group Type Sq. Ft Factor Valuation $9,250.00 Manual Fees Fee AmountFee Name Fire Sprinkler Systems (TI) - Inspection $273.98 IT Surcharge $18.10 Fire Sprinkler Systems (TI) - Plan Review $319.30 Total Fees:$611.38 Payments Date Receipt #Amount 1/5/26 $611.38 49,191-01-05-2026 Total Paid:$611.38 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 2a – CALIFORNIA LICENSED CONTRACTOR’S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. #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 have and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am a CA Licensed Contractor. Signature of Contractor, Authorized Agent or Owner Date January 09, 2026 Hydraulic Calculations Location: 3427 Roberto Court, San Luis Obispo, CA 93401, Project Name: High Street Deli TI: (3217-25) Drawing Name: High St. Deli, 3427 Roberto Court v1 Calculation Date: 12/10/2025 for Design Remote Area Location: Ordinary Group I Area of Application: 1303ft² (Actual 1303ft²) Coverage per Sprinkler: 130ft² Type of sprinklers calculated: 15 FOOD PREP NA 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.15gpm/ft² Other No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10250.00 (including Hose Streams where applicable):Total Water Required 55.105603.32From Water Supply at Node 10:(Safety Margin = 24.363)@ Type of System: NFPA 13 Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor:Alpha Fire Unlimited SLo Fire Dept.Authority Having Jurisdiction: Address: Phone Number: Name of designer: 650 Sweeney Lane, San Luis Obispo, CA 805-541-2324 HSC : Notes: Summary Notes: 12/10/2025© MEPCAD Page 1AutoSPRINK 2025 v20.2.11.0 2:14:08PM1 REVIEWED FOR CODE COMPLIANCE BY JAS PACIFIC 12/23/2025 THE STAMPING OF THESE CONSTRUCTION DOCUMENTS SHALL NOT BE HELD TO PERMIT AND/OR APPROVE THE VIOLATION OF ANY CITY/COUNTY ORDINANCE OR STATE LAW. FIRE PREVENTION DIVISION November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division January 12, 2026 Hydraulic Graph Job Number: 3217-25 Report Description: Ordinary Group I (1) Water Supply at Node 10 Required Pressure at System Demand (Including Hose Allowance at Source): 55.105 @ 603.32 Required Pressure at System Demand: 55.105 @ 353.32 Available Flow @ 20 PSI:2863.371 1C 1B 3 3C 3B Available Residual Pressure & Flow at Water Supply at Node 10: 34.000 @ 2500.00 Available Static Pressure at Water Supply at Node 10: 83.0003A Available Residual Pressure at System Demand: 79.468 @ 603.32 Curve Data Point Hydraulic Calculation Results Additional Data Job Number: 3217-25 Report Description: Ordinary Group I (1) Job Name: High Street Deli TI Remote Area Number: 1 © MEPCAD 12/10/2025 Page 2AutoSPRINK 2025 v20.2.11.0 2:14:11PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I (1) Job Number: 3217-25 Sprinkler 101 19.50 19.50 5.6 12.125 Sprinkler 102 19.66 19.50 5.6 12.323 Sprinkler 103 19.69 19.50 5.6 12.366 Sprinkler 104 19.72 19.50 5.6 12.404 Sprinkler 105 23.11 19.50 5.6 17.034 Sprinkler 106 23.43 19.50 5.6 17.508 Sprinkler 107 23.56 19.50 5.6 17.701 Sprinkler 108 23.88 19.50 5.6 18.188 Sprinkler 109 24.63 19.50 5.6 19.349 Sprinkler 110 24.77 19.50 5.6 19.570 Sprinkler 111 24.86 19.50 5.6 19.712 Sprinkler 112 25.12 19.50 5.6 20.118 Sprinkler 113 26.14 19.50 5.6 21.796 Sprinkler 114 27.07 19.50 5.6 23.362 Sprinkler 115 28.16 19.50 5.6 25.295 Most Demanding Sprinkler Data © MEPCAD 12/10/2025 Page 3AutoSPRINK 2025 v20.2.11.0 2:14:13PM Job Name: High Street Deli TI Remote Area Number: 1 Date: 12/10/2025 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 34.00010 55.105603.322500.00 79.46883.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0 353.3255.105Supply10 9'-0 19.5012.125Sprinkler101 9'-0 19.6612.323Sprinkler102 9'-0 19.6912.366Sprinkler103 9'-0 19.7212.404Sprinkler104 9'-0 23.1117.034Sprinkler105 9'-0 23.4317.508Sprinkler106 9'-0 23.5617.701Sprinkler107 9'-0 23.8818.188Sprinkler108 9'-0 24.6319.349Sprinkler109 9'-0 24.7719.570Sprinkler110 9'-0 24.8619.712Sprinkler111 9'-0 25.1220.118Sprinkler112 9'-0 26.1421.796Sprinkler113 9'-0 27.0723.362Sprinkler114 9'-0 28.1625.295Sprinkler115 12'-10½0.0015.8891 13'-4½0.0020.6422 © MEPCAD 12/10/2025 Page 4AutoSPRINK 2025 v20.2.11.0 2:14:17PM Job Name: High Street Deli TI Remote Area Number: 1 Date: 12/10/2025 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 13'-7½0.0024.4013 13'-9½0.0032.7174 11'-10 0.0042.1645 11'-10 0.0044.6886 1'-0 0.0051.058Gauge7 BOR -3'-0 0.0053.1338 -3'-0 0.0054.8779 12'-7½0.0016.24811 13'-1½0.0019.67712 12'-7½0.0023.58013 13'-1½0.0028.41914 13'-7½0.0031.18415 13'-9½0.0035.66816 11'-10 0.0042.04017 13'-4½0.0027.16018 13'-7½0.0028.64219 13'-9½0.0033.20020 11'-10 0.0041.98321 13'-5 0.0026.18622 13'-11 0.0031.53523 13'-1½0.0026.81724 13'-11 0.0032.14725 © MEPCAD 12/10/2025 Page 5AutoSPRINK 2025 v20.2.11.0 2:14:17PM Job Name: High Street Deli TI Remote Area Number: 1 Date: 12/10/2025 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 13'-11 0.0035.05726 © MEPCAD 12/10/2025 Page 6AutoSPRINK 2025 v20.2.11.0 2:14:17PM Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 39'-0 12'-10½43'-10 -1.677 5.441 9'-0 4'-10101 1 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 12.12519.50 0.124177 Sprinkler, 19.50 5.6 E(2'-0), T(5'-0), fd(32'-0) 120 10'-0 13'-4½11'-0 -0.217 4.969 12'-10½1'-01 2 1 (See Notes) 1.0490 15.88919.69 0.451749 Flow (q) from Route 3 39.19 T(5'-0), PO(5'-0) 120 13'-7½9'-0 -0.114 3.874 13'-4½9'-02 3 1¼ 1.3800 20.64239.38 0.430232 Flow (q) from Route 2 78.57 120 6'-0 13'-9½12'-1½ -0.078 8.394 13'-7½6'-1½3 4 1¼(See Notes) 1.3800 24.40123.11 0.693230 Flow (q) from Route 5 101.69 T(6'-0) 120 6'-0 11'-10 8'-0 0.866 8.581 13'-9½2'-04 5 1¼(See Notes) 1.3800 32.71727.07 1.072742 Flow (q) from Route 14 128.75 PO(6'-0) 120 22'-1½ 11'-10 88'-0 2.524 11'-10 65'-10½5 6 4 (See Notes) 4.2600 42.164224.57 0.028678 Flow (q) from Route 6 353.32 E(13'-2), fE(8'-11½) 120 34'-0 1'-0 44'-3½ 4.697 1.673 11'-10 10'-3½6 7 4 (See Notes) 4.0260 44.688 0.037761353.32 f, sCV(22'-0), BV(12'-0), BOR 120 7'-11 -3'-0 11'-11 1.734 0.341 1'-0 4'-07 8 4 (See Notes) 4.2600 51.058 0.028678353.32 LtE(7'-11) 120 36'-9½ -3'-0 77'-3 1.744 -3'-0 40'-5½8 9 4 (See Notes) 4.2200 53.133 0.022576353.32 PIV(3'-4), T(33'-5½) 140 -3'-0 70'-0½0.228 -3'-0 70'-0½9 10 6 Supply (See Notes)6.2800 54.877 0.003257 Avl.Pressure @ Supply: 79.468 353.32 Water Supply 140 10 250.00 Hose Allowance At Source 603.32 Route 1Total(Pt) 55.105 © MEPCAD 12/10/2025 Page 7AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 36'-0 12'-7½43'-6½ -1.563 5.487 9'-0 7'-6½102 11 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 12.32319.66 0.126048 Sprinkler, 19.66 5.6 2E(2'-0), fd(32'-0) 120 7'-0 13'-1½8'-0 -0.217 3.646 12'-7½1'-011 12 1 (See Notes) 1.0490 16.24819.72 0.455786 Flow (q) from Route 4 39.38 T(5'-0), E(2'-0) 120 13'-4½9'-0 -0.114 1.079 13'-1½9'-012 2 1¼ 1.3800 19.677 0.11987439.38 120 20.642 Total(Pt)Route 2 34'-0 12'-10½41'-1½ -1.677 5.201 9'-0 7'-1½103 1 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 12.36619.69 0.126451 Sprinkler, 19.69 5.6 E(2'-0), fd(32'-0) 120 15.889 Total(Pt)Route 3 39'-0 12'-7½42'-7½ -1.563 5.406 9'-0 3'-7½104 11 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 12.40419.72 0.126816 Sprinkler, 19.72 5.6 E(2'-0), T(5'-0), fd(32'-0) 120 16.248 Total(Pt)Route 4 46'-0 13'-7½55'-1½ -2.008 9.375 9'-0 9'-1½105 3 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 17.03423.11 0.170061 Sprinkler, 23.11 5.6 2E(2'-0), T(5'-0), PO(5'-0), fd(3 2'-0) 120 24.401 Total(Pt)Route 5 36'-0 12'-7½43'-9 -1.563 7.634 9'-0 7'-9106 13 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 17.50823.43 0.174431 Sprinkler, 23.43 5.6 2E(2'-0), fd(32'-0) 120 7'-0 13'-1½8'-0 -0.217 5.056 12'-7½1'-013 14 1 (See Notes) 1.0490 23.58023.56 0.632014 Flow (q) from Route 7 46.99 T(5'-0), E(2'-0) 120 13'-7½18'-0 -0.229 2.993 13'-1½18'-014 15 1¼ 1.3800 28.419 0.16622346.99 120 © MEPCAD 12/10/2025 Page 8AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-0 13'-9½12'-1½ -0.078 4.562 13'-7½6'-1½15 16 1¼(See Notes) 1.3800 31.18426.14 0.376784 Flow (q) from Route 13 73.14 T(6'-0) 120 6'-0 11'-10 8'-0 0.866 5.506 13'-9½2'-016 17 1¼(See Notes) 1.3800 35.66828.16 0.688381 Flow (q) from Route 15 101.30 PO(6'-0) 120 11'-10 10'-0 0.124 11'-10 10'-017 5 4 4.2600 42.040123.27 0.012400 Flow (q) from Route 8 224.57 120 42.164 Total(Pt)Route 6 39'-0 12'-7½42'-3 -1.563 7.442 9'-0 3'-3107 13 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 17.70123.56 0.176203 Sprinkler, 23.56 5.6 E(2'-0), T(5'-0), fd(32'-0) 120 23.580 Total(Pt)Route 7 49'-0 13'-4½60'-1½ -1.894 10.866 9'-0 11'-1½108 18 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 18.18823.88 0.180684 Sprinkler, 23.88 5.6 2T(5'-0), E(2'-0), PO(5'-0), fd(3 2'-0) 120 13'-7½9'-0 -0.114 1.596 13'-4½9'-018 19 1¼ 1.3800 27.16024.77 0.177271 Flow (q) from Route 10 48.66 120 6'-0 13'-9½12'-1½ -0.078 4.636 13'-7½6'-1½19 20 1¼(See Notes) 1.3800 28.64225.12 0.382873 Flow (q) from Route 12 73.77 T(6'-0) 120 6'-0 11'-10 8'-0 0.866 7.917 13'-9½2'-020 21 1¼(See Notes) 1.3800 33.20049.50 0.989747 Flow (q) from Route 9 123.27 PO(6'-0) 120 11'-10 14'-0 0.057 11'-10 14'-021 17 4 4.2600 41.983 0.004088123.27 120 42.040 Total(Pt)Route 8 36'-0 13'-5 45'-8½ -1.906 8.743 9'-0 9'-8½109 22 1 • • • • • Route 9 • • • • •(See Notes) 1.0490 19.34924.63 0.191334 Sprinkler, 24.63 5.6 2E(2'-0), fd(32'-0) 120 © MEPCAD 12/10/2025 Page 9AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 13'-11 8'-0 -0.217 5.566 13'-5 1'-022 23 1 (See Notes) 1.0490 26.18624.86 0.695720 Flow (q) from Route 11 49.50 T(5'-0), E(2'-0) 120 6'-0 13'-9½8'-11 0.037 1.628 13'-11 2'-1123 20 1¼(See Notes) 1.3800 31.535 0.18297949.50 T(6'-0) 120 33.200 Total(Pt)Route 9 43'-0 13'-1½46'-8 -1.779 9.026 9'-0 3'-8110 24 1 • • • • • Route 10 • • • • •(See Notes) 1.0490 19.57024.77 0.193349 Sprinkler, 24.77 5.6 3E(2'-0), T(5'-0), fd(32'-0) 120 13'-4½9'-0 -0.114 0.458 13'-1½9'-024 18 1¼ 1.3800 26.817 0.05085224.77 120 27.160 Total(Pt)Route 10 39'-0 13'-5 43'-0½ -1.906 8.380 9'-0 4'-0½111 22 1 • • • • • Route 11 • • • • •(See Notes) 1.0490 19.71224.86 0.194648 Sprinkler, 24.86 5.6 E(2'-0), T(5'-0), fd(32'-0) 120 26.186 Total(Pt)Route 11 46'-0 13'-7½53'-1 -2.008 10.532 9'-0 7'-1112 19 1 • • • • • Route 12 • • • • •(See Notes) 1.0490 20.11825.12 0.198353 Sprinkler, 25.12 5.6 2E(2'-0), T(5'-0), PO(5'-0), fd(3 2'-0) 120 28.642 Total(Pt)Route 12 46'-0 13'-7½53'-4 -2.008 11.396 9'-0 7'-4113 15 1 • • • • • Route 13 • • • • •(See Notes) 1.0490 21.79626.14 0.213612 Sprinkler, 26.14 5.6 2E(2'-0), T(5'-0), PO(5'-0), fd(3 2'-0) 120 31.184 Total(Pt)Route 13 43'-0 13'-11 47'-10½ -2.123 10.908 9'-0 4'-10½114 25 1 • • • • • Route 14 • • • • •(See Notes) 1.0490 23.36227.07 0.227769 Sprinkler, 27.07 5.6 3E(2'-0), T(5'-0), fd(32'-0) 120 6'-0 13'-9½8'-11 0.037 0.533 13'-11 2'-1125 4 1¼(See Notes) 1.3800 32.147 0.05990527.07 T(6'-0) 120 32.717 Total(Pt)Route 14 © MEPCAD 12/10/2025 Page 10AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 43'-0 13'-11 48'-6 -2.123 11.886 9'-0 5'-6115 26 1 • • • • • Route 15 • • • • •(See Notes) 1.0490 25.29528.16 0.245146 Sprinkler, 28.16 5.6 3E(2'-0), T(5'-0), fd(32'-0) 120 6'-0 13'-9½8'-11 0.037 0.574 13'-11 2'-1126 16 1¼(See Notes) 1.3800 35.057 0.06447528.16 T(6'-0) 120 35.668 Total(Pt)Route 15 © MEPCAD 12/10/2025 Page 11AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 Date: 12/10/2025 Job Name: High Street Deli TI Remote Area Number: 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV InPressure Reducing Valve In PRV OutPressure Reducing Valve Out red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © MEPCAD 12/10/2025 Page 12AutoSPRINK 2025 v20.2.11.0 2:14:21PM1 REVIEWED FOR CODE COMPLIANCE BY JAS PACIFIC 12/23/2025 THE STAMPING OF THESE CONSTRUCTION DOCUMENTS SHALL NOT BE HELD TO PERMIT AND/OR APPROVE THE VIOLATION OF ANY CITY/COUNTY ORDINANCE OR STATE LAW. FIRE PREVENTION DIVISION November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division January 12, 2026 REVIEWED FOR CODE COMPLIANCE BY JAS PACIFIC 12/23/2025 THE STAMPING OF THESE CONSTRUCTION DOCUMENTS SHALL NOT BE HELD TO PERMIT AND/OR APPROVE THE VIOLATION OF ANY CITY/COUNTY ORDINANCE OR STATE LAW. FIRE PREVENTION DIVISION November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division January 12, 2026 ADMINISTRATIVE HEARING AGENDA REPORT SUBJECT: 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. PROJECT ADDRESS: 3427 Roberto Ct. BY: Januar Saptono, Planning Technician Phone Number: (805) 781-7573 E-mail: jsaptono@slocity.org FILE NUMBER: USE-3598-2016 FROM: Tyler Corey, Principal Planner RECOMMENDATION: Approve the Administrative Use Permit to allow 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, based on findings, and subject to conditions. SITE DATA Applicant Morgan Murphy Complete Date December 9, 2016 Zoning Manufacturing (M) General Plan Manufacturing (M) Tenant Space ~2,178 square feet Environmental Status Categorically exempt from environmental review under CEQA Guidelines section 15301 (Class 1: Existing Facilities). SUMMARY The applicant , Two Broads Ciderworks, has requested an Administrative Use Permit to allow a cider production facility with tastings that includes a 10% bicycle parking reduction located at 3427 Roberto Court in the Manufacturing (M) zone. 1.0 PROJECT INFORMATION 1.1 Site Information/Setting: The project site is located at the end of Roberto Court. Currently, there is an auto repair shop that shares parking with the proposed cider production facility within the property. Surrounding zoning includes High-Density Residential with a Planned Meeting Date: January 9, 2017 Item Number: 1 USE-3598-2016 3427 Roberto Ct. Page 2 Development Overlay (R-4-PD) to the North, and Manufacturing (M) to the east, south and west. 1.2 Project Description: The applicant is requesting an Administrative Use Permit to allow a 10% bicycle parking reduction in conjunction with Bar/Tavern use that is associated with a cider production business at the subject location. The existing 2,178 square foot building is proposed to be renovated as a caretaker unit, Bar/Tavern, and cider production facility with associated activities such as tasting, cold and dry storage and brewing activity (Attachment 1, Project plan). 2.0 PROJECT ANALYSIS The Zoning Regulations define a Bar/Tavern as a business where alcoholic beverages are sold for on-site consumption where food service is subordinate to the sale of alcoholic beverages. In order to protect and promote the public health, safety, and general welfare of the community, an Administrative Use Permit has been required, per Table 9 of the Zoning Regulations, for a Bar/Tavern use to operate in M zone. The Zoning Regulations 17.16.060.G2 states that the number of vehicle parking spaces may be reduced by providing additional bicycle parking spaces at a rate of one vehicle space per five bicycle spaces, up to a 10% redu ction. Bar/Tavern: No nuisances are anticipated as a result of the proposed cider production facility with tastings as the majority of activity will be conducted within the ex isting structure, except for a 325 square foot outdoor patio that will be limited to 10 p.m. daily. Staff recommends Condition No . 11 that states that no amplified or live entertainment use that meets the definition of Night Club shall be allowed at this location without the approval of a Nightclub Use Permit. Parking: Currently there are 11 parking spaces on the site, which is shared between the auto repair shop and the proposed cider production facility with tastings. The parking requirement for both uses is 20 vehicle parking spaces (8 for the auto repair shop and 12 for the cider production facility). By limiting the tasting room hours to weekends, and after 5 p.m. on the weekdays, it will reduce the parking requirement for the property to 12 vehicle parking spaces (attachment 1, Project plans). In order to maintain compliance with parking standards, staff recommends Condition No. 2 which limits the hours of operation as discussed above for the Bar/Tavern (tasting area) from 5 pm to 10 pm on weekdays and 12-10 pm on weekends. Condition No. 4 is recommended to ensure that any changes to tenant space suits 100-120 be compatible with the operation of Two Broads Ciderworks. In order to accommodate the proposed use, t he applicant has proposed a 10% Bicycle parking reduction by providing 5 additional bicyc le parking spaces to reduce the amount of required parking from 12 spaces to 11 spaces. With approval of the 10% bicycle parking reduction the project would comply with City’s parking requirements. 3.0 ATTACHMENTS 1. Reduced Project Plans USE-3598-2016 3427 Roberto Ct. Page 3 4.0 ACTION The Administrative Hearing Officer does hereby approve the Administrative Use Permit (USE-3649- 2016), which allows a new Bar/Tavern use associated with a cider production facility in an existing building, which includes a 10% bike parking reduction, based on findings and subject to the following conditions: Findings 1. 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. 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 convers ion 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 1. 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. USE-3598-2016 3427 Roberto Ct. Page 4 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 pm - 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, 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, condit ions 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. USE-3598-2016 3427 Roberto Ct. Page 5 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. 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 consumptio n, 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 limit ed to allow only the occupant load for the premises as approved by the USE-3598-2016 3427 Roberto Ct. Page 6 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. 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 ut ility 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. USE-3598-2016 3427 Roberto Ct. Page 7 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 to provide audio on the report to explain the location, date of inspection, and pipeline condition observations. 31. The project’s commercial and residential us es 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. 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. Action: Approve Approve as modified Deny Continue to: _______________ to allow _________________________________ ____________________________________________________________________ Continue indefinitely to allow: __________________________________________ _____________________________________________________________________ __________________________________ Doug Davidson, Deputy Director Hearing Officer City of San Luis Obispo, Community Development, 919 Palm Street, San Luis Obispo, CA, 93401-3218, 805.781.7170, slocity.org April 14, 2026 Sent via Email Randy “Doobie” Coates High St Deli 3427 Roberto Ct San Luis Obispo, CA 93401 SUBJECT: MOD-0028-2026 (3427 Roberto Ct) - Request to modify a bar/tavern use permit (USE-3598-2016) to extend hours of operation for the tasting room, revise conditions to allow a small-scale craft distillery, and remove parking conditions that no longer apply to the site. This project is categorically exempt from environmental review under Section 15301 (Existing Facilities) of the State California Environmental Quality Act Guidelines. Dear Randy Coates, On April 13, 2026, I conducted a public hearing on your request to modify a Minor Use Permit to extend hours of operation for the tasting room, revise conditions to allow a small-scale craft distillery, and remove parking conditions that no longer apply to the site. After reviewing the information presented, I approved your request, based on the following findings and subject to the following conditions of approval: Findings 1. The project is consistent with the General Plan and Zoning regulations because modifications to the bar/tavern is allowed when approved with a Use Permit. Additionally, the design, location, size, and operating characteristics of the project will be compatible with existing and future land uses in the vicinity because the proposed modifications would not provide additional accessory tasting area for an existing production use and is compatible with neighboring manufacturing, cider production and tasing, and residential uses. 2. The project is consistent with the Zoning Regulations and the 2012 Alcohol Outlet Regulations because required conditions of approval are included that have been identified to reduce public safety concerns 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. 3. As conditioned, the site is physically suitable in terms of (a) its design, location, shape, size, and operating characteristics of the proposed modifications, (b) traffic generation and provision of public and emergency vehicle (e.g., fire and medical) access, (c) public protection services (e.g., fire protection, police protection, etc.), and (d) the provision of utilities (e.g., potable water, schools, solid waste collection and disposal, storm drainage, wastewater collection, treatment, and disposal). The project site is surrounded by other developed MOD-0028-2026 3427 Roberto Court Page 2 properties, has access to the City’s circulation system, and will be served by existing utility services. Additionally, the project is sufficiently served by both vehicle and bicycle parking onsite, will provide additional plantings along the top of bank, and does not include activities that generate service or utility demands beyond those anticipated with uses permitted in the vicinity. 4. 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 potential impacts such as noise consistent with the limitations established under the City’s Noise Ordinance as well as impacts to police resources and the community. 5. The proposed use is compatible with the project site and with existing uses in the vicinity which include offices, food preparation, cider tasting, and other light manufacturing uses. Conditions of approval have been adopted to minimize potential disturbances and criminal activities. 6. The existing 10% parking reduction is maintained because 5 additional bicycle parking spaces are provided on site in lieu of one vehicle parking space, consistent with San Luis Obispo Municipal Code Section 17.16.060. 7. The project is categorically exempt under Class 1, Existing Facilities; Section 15301 of the State California Environmental Quality Act (CEQA) Guidelines, because the project consists of the modification of hours of operation for businesses within an existing building located within an urbanized area and will not have a significant effect on the environment. Conditions The conditions included with approval of this request (MOD-0028-2026) will supersede the conditions in the previously approved Minor Use Permit (USE-3598-2016) which established the bar/tavern use in the Manufacturing zone at 3427 Roberto Court. Planning Division 1. 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 that any changes to suites 100-110 will be compatible with the operation of the bar/tavern use and the approval of this use permit, including available on- site parking. 3. The proposed outdoor patio shall be no larger than 325 sf. due to parking limitations. 4. 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 MOD-0028-2026 3427 Roberto Court Page 3 application materials dated March 27, 2026, or in the event of a change in ownership which may result in deviation from the project description or approved plans. 5. If the City receives substantiated evidence supporting the conclusion that a violation of this Use Permit, or of City ordinances has occurred; and if the Community Development Director determines the violations have not been adequately resolved, the Use Permit shall be reviewed at an Administrative Hearing. At the time of the Use Permit review, to ensure 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. 6. Hours of operation for the proposed Bar/tavern use may operate between the hours of 11:00 a.m. - 10:00 p.m. daily. 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. 7. 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, and Community Design Guidelines. 8. 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. 9. Live or amplified entertainment that meets the definition of a Night Club shall not be allowed at this location without the approval of a separate Night Club Use Permit. 10. The Use Permit is approved for ABC alcohol license designation “Craft Distiller” which allows the licensee to sell a limited amount of distilled spirits manufactured by the licensee to the consumer at the licensed premises; and may sell beer, wine, and spirits to consumers for consumption at a bona fide eating place upon the licensed premises per Business and Professions Code § 23500 - 23508. This license may not be exchanged for the “Public Premises” license type (Bar/Tavern). 11. 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. 12. The site shall be maintained in a neat and orderly manner at all times, to the satisfaction of the Community Development Director. 13. The applicant shall not permit its patrons to leave the licensed premises with any open alcoholic beverage or to consume alcoholic beverages on any property adjacent to the licensed premises under the control of the licensee(s). 14. 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. 15. 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 MOD-0028-2026 3427 Roberto Court Page 4 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. 16. 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. 17. All employees shall attend ABC LEAD Training or equivalent training, to the satisfaction of the Police Chief. 18. The applicant shall be responsible for on-going security/safety training to accommodate changes in personnel. 19. 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). 20. 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. 21. Bar area shall be made accessible to persons with disabilities, subject to the approval of the Chief Building Official. Utilities 22. 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. Grease interceptor calculations must be provided on the building permit plans for review and approval. Code Requirement(s) 23. 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. Natural Resources/Urban Forestry 24. Prior to occupancy, two (2) new native riparian trees (Platanus racemosa, Populus fremontii or Populus trichocarpa) shall be sourced in accordance with the Guideline Specifications for Nursery Tree Quality and planted per the City’s Engineering Standards for Tree Planting at the top of the creek bank to the satisfaction of the City Arborist. Provide photographic evidence to the City Arborist (wgault@slocity.org) that trees have been planted. All required trees shall survive and any trees that do not survive or establish in good health, to the satisfaction of the City Arborist, shall be replanted. MOD-0028-2026 3427 Roberto Court Page 5 Indemnification 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 the City shall fully cooperate in the defense against an Indemnified Claim. Notice of Opportunity to Protest The applicant acknowledges and agrees that the project conditions of approval stated herein provide adequate and proper notice pursuant to Government Code 66020 of the applicant’s right to protest any requirement for fees, dedications, reservations, other exactions, and that any protest in compliance with Section 66020 must be made within ninety (90) days of the date that notice was given. Disclosure The conditions of approval and additional information provided as code requirements and/or informational notes in this letter of approval do not represent an exhaustive list of mandatory code requirements. The additional information provided is intended for the applicant’s reference for subsequent permitting steps and requirements. Once detailed construction documents for the building permit application are submitted, the project will be reviewed for code compliance, which may result in requirements that were not identified or reported in the planning review process. My action is final unless appealed within ten calendar days of the date of the decision. Anyone may appeal the action by submitting a letter to the Community Development Department within the time specified. The appropriate fee must accompany the appeal documentation. Appeals will be scheduled for the first available Planning Commission meeting date. If an appeal is filed, you will be notified of the date and time of the hearing. If you have any questions, or if you need additional information, contact Eva Wynn, Assistant Planner, by phone at (805) 781-7172 or by email at ewynn@slocity.org. Sincerely, Rachel Cohen, AICP Principal Planner Community Development 04/12/26 San Luis Obispo Police Department 919 19:41 NSPY Clearance Data Page: 1 NSPY OFF/LOC/CLEARANCE: Incident address When reported Responsible off Cle Offe ------------------------- ------------------- --------------- --- ---- 3427 ROBERTO; GRID M-14 15:44:15 03/15/2019 Perlette, M RF TAHR 3427 ROBERTO # 110; WINNI 08:58:06 03/31/2020 Herrera, M NR SUSP 3427 ROBERTO # 130; TWO B 04:37:00 08/21/2021 Jessen, S FI TPAS 3427 ROBERTO; GRID M-14 09:24:35 11/26/2021 64320 GOA ABAN 3427 ROBERTO # 110; GRID 21:25:57 04/25/2023 66057 NR -SUS 3427 ROBERTO; GRID M-14 13:19:25 10/26/2023 Frye, D NR LFPR 3427 ROBERTO; GRID M-14 06:42:07 04/10/2026 Corsaw, S NV NSOT = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = B tn &S Community Development 919 Palm Street San Luis Obispo, CA 93401-3218 #1 IDENTIFY YOUR BUILDING PROJECT fields Construction T 805.781-7180 F 805.781.7182 Assessor's Parcet: 053-063-01 I Property Address: 3427 Roberto Ct. unit 100, SLO, CA 93401 Property Owner Name Randy Coates Phone Number: 805 234-1220 Property Owner Emait: Highstdeli@gmail.com Owner's Maiting Address: (lf d iffe re nt f rom p ro pe rty addressJ fl Non-ticensed Design er (when atlowed by statues/ Licensed Design ProfessionaI or License No.Name: Southpaw Sign Company, lnc Phone: 805-474-5700 Address: 1820 Railroad Ave, Oceano, CA 93445 Two new signs - 1 monument sign and 1 wall sign Description of work: Project Vatuation $: $12,400 Construction Type:Fire Sprinkters: Yes or NoOccupancy Group Deck:Living:GarageFtoor Area (Sq Ft.): n Hish t] Very HighFire Severity Zone Moderate Grading-C-Y DemotitionMechanicaIEtectricatPtumbing Permit Type Buitding #2 IDENTIFY WHO WILL PERFORM THE WORK and Go lete either2aor2bif 2a to [V za - clrtponNtl Llceruspo corutnlcroR's oecLanartot I hereby affirm under penalty of perjury that I am licensed under -provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full Southpaw Sig n CompanV, lfffi"r"ctass C45 cense No 811159force and effect. Contractor Name: (PIeasesetectoption1,2or3,llherebyafiirmunderpenaltyofperjurythatlamexemptfrom TFe Contractors' State License Law for the reason(s) indicated below by the checkmarks(s) I have placed next to the applicable item(s) (Section 70315, Business and Professions Code: Any city or county that requires a permit to construct, alter, improv, 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 g(Commencing with Section 7000) of Division 3 of the Business and Professional Code) or that he or she is exempt for 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) Continue page 2 Page | 1 uildin & Community Development 919 Palm Street San Luis Obispo, CA 93401-3218 Constru n T 805.781-7180 F 805.781.7182 l, as owner of the property, or my employees with wages as their sole compensation, will do Ll all or I I portion of the work, and the structure is not intended or offered for sale. (Section 7044, Business and Professions Code: The Contractors; State License Law does not apply to an owner of the property who, through employees' orpersonal effort. builds or improves the property, provided that the improvements are not intended or offered for sale. lf, however, the building or improvement is sold within one year of completion, the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale) 'l property, am exclusively contacting with licensed Contractors to construct the project (Section 7044, Business and Profession Code: The Contractors' State License Law does not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a licensed contractor pursuant to the Contractors' State License Law). 2. l, as owner of the By my signature below I acknowledge that, except for my personal residence in which I completion of the improvements covered by this permit, I cannot legally sell a structure been constructed in its entirety by licensed contractors. I understand that a copy ofthe California Leqislative lnformation must reside for at least one year prior to that I have built as an owner builder if it has not applicable law is available upon requests or at License law for the following reason:3. I am exempt from licensure under the Contractors' FY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY#3 IDENTI (select 3a or 3b) Warning: Failure to secure workers'compensation cover is unlawful and shall subject ciminat penatties and civil fines up to $IOO,OOO n addition to the cost to compensation damages as provided in section 3706 of the labor code interest and attomey's fee. l)(l 3aIIORKERS' CoM PENSATIoN DECLARATIoN (select following declarations: option I ,2 or 3/ I hereby affirm under penalty of perjury one of the ll 1. I have and will maintain a certificate of consent to self insure for workers' compensation, issued by the Director of lndustrial 2. I have and will maintain workers' Compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Compensation insurance carrier and policy number are: Qgr1ig1 Hartford Casualty lnsurance Company Policy \g 5IWECBR4KLE Expiration Relations provided for by Section 3700 of the Labor Code, for the of the work for which this is issued. Pol Number: Date' O3t27t2026 Phgne. 80523818'18 lJ 3. I Certif,T that, in the performance of the work for which become subject to the workers' compensation laws of compensation provisions of Section 3700 of the Labor this permit is issued, shall not employ any person in any manner to California, and agree that if, I should become subject to the workers' Code, I shall forthwith comply with those provisions. I hereby affirm under penalty ofperjury thatthere is a lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code) as follows: Lender's #4 DECLARATION BY GONSTRUCTION PERMIT APPLICANT By my signature below I certifo each of the followinq: [t t am a California licensed contractor ! ** Authorired to agent to act on the property owner's behalf [ *l m the property owner I have read this permit application and the information I have provided is correct. I agree with applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above-identified property for inspection purposes. This permit is to be issued in the name of the Kl Licensed Gontractor or the E Property Owner as the permit holder of record who will be responsible and liable for the construction Print Name of property owner or authorized agent: SOUthpaaaaaw Sign COmpany, lnC Signature of property owner or authorized agent: D"t"'March 5,2026 /// res owner builder form ** Requires separate Page | 2 SIGN PERMIT SUPPLEMENTAL INFORMATION WORKSHEET Community Development Department. 919 Palm Street . San Luis Obispo, California 93401 ' (805) 781-7170 INSTRUCTIONS: Sign permits are issued by the Building Division of the City's Community Development Department. To get a sign perrnit, you should submit a completed Construction Permit application, Supplemental Information Worksheet, three sets of construction plans and specifications, and fees to the Community Development Department. Planning and Building staff will use this information to determine if your sign meets the City's Sign Regulations and whether any other planning approvals are required. Incomplete or inaccurate permit applications may delay your sign permit. The permit must be signed by the property owner, licensed or authorized A. Property Description/Planning Information: l. PropertyAddress: 3427 Roberto Ct. unit 100 San Luis Obispo, CA 93401 2. Asse ssor's Parcel Number 053-063-01 I 4. Sign Dimensions Height 72 Length 48 Depth I Height 70 Length 154 P"Oth 36 Height - Length 5. Distance from adjacent ground to top of sign Sion A-72". Sion B-190" 3. Zoning M IFYOU NEED HELP: For additional information about sign permits and how to get them, call or visit the Community Development Department. There you'll find brochures which describe the City's Sign Regulations and Architectural Review Guidelines, and City staff are available at the public counter to explain the regulations and the steps you must take to get a permit. There, planning staffcan also help you with question on zoning, sign regulations, and architectural review. Our building staff can explain building code requirements, inspections, and other building matters. 4. Building Setbacks: Street yard -Other -5. Are you requesting any other City development approvals? If so, what? Onlv a sion oermit from nnrn o and brrilclino 6. Materials Sign A-Aluminum Sign B-wood and aluminum over steel 6. Does your property or business have a city- approved sign program? If so, briefly describe or attach a description. No existino sion Droora 7. Colors Green, yellow, white, and wood tone 8. Illuminated? If so, brieflydescribe lighting method Sign A would get light from landscaping Sign B would have exposed Neon 9. Special Features B. Sign Proposal: 1. Type of Sign(s) (wall, window, awning, monument,10. Value of New Sign(s)$1 2400 suspended, pole, or other)D. Total Signage Proposed: one monument sign (Sign A)I . Area of Proposed Sign(s)99SF one wall sign (Sign B)2. Area of Existing Sign(s)0 2. Sign Location in landscaping and on wall 3. Total area ofSigns (add I and2)99SF 3. Sign Setback from Property 11n" 20+ Feet 4. Total area allowed S Re lations 2005F Community Development Department Is a Planning inspection required? tlyp,S Date rtuO Special Planning approvals required? IIYES !@lrtO WITH CITY SIGN REGULATIONSSIGN 7 q b7-a Comments: l0- l6 Rectification Column •6" diameter 6 plate copper whiskey column •Copper tube and shell dephlegmator Premium Features •100 liter insulated stainless steel kettle •Available with dual 5 Kw C1D1 heating elements or steam-jacketed •CIP ball in the kettle and 1.5 inch sanitary center drain valve for easy cleaning •Manual agitator •Optional spirit safe simplifies the separation of your heads, hearts, and tails The Pilot Still by ABE Equipment is an affordable option f or a small craft spirits producer. Whether you are looking for a turnkey solution to begin a distillery, or are looking to add a still to your existing business, the 25 gallon Pilot Still is the perfect solution. From moonshine to botanically-infused gin, this electric still can produce a fantastic product with minimal footprint; and it's simple and safe to use. These stills are equipped with explosion-proof heating elements, and CSA certified heating elements. Safety First •5 psi pressure relief valve on kettle automatically relieves pressure •C1D1 rated heating elements •Vapor temperature thermometer on lyne arm Final Condenser •Tube and shell heat exchanger takes your distillate from vapor back to a liquid •Copper tubing with a copper shell for cooling liquid management •Water temperature thermometer on condenser EQUIPMENT EQUIPMENT 2001 SW 6th Street | Lincoln, NE 68522 | (402) 475-2337 | ABEequipment.com Pilot Still May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISED City of San Luis Obispo Building & Safety Division EQUIPMENT 2001 SW 6th Street | Lincoln, NE 68522 | (402) 475-2337 | ABEequipment.com ABE Equipment reserves the right to change specification without notice. All specifications are approximate. ©2024 ABE Equipment General Specifications Compatible ProductsYour Complete Package •25 gallon boil pot volume •Electric heat •Electrical requirements: 208 V, 60 Hz, 1-phase, 3 wire, 52 A • Manual or Electric Agitator •Cellar Tanks •TruPatriot Bottle Filler •CraftCan Canning Lines •Labeling Systems Each Pilot Still that leaves our facility carries UL certification and an industry-leading five year limited warranty on the metal and welds. In addition to a comprehensive spare parts inventory, you'll receive superior customer support from our team in Lincoln, Nebraska with any ABE purchase. •1 gallon dephlegmator volume •304 stainless steel sanitary type piping and fittings •Ask about our Patriot Craft Stills for increased production capacity 36 " / 91.44 cm 84" 213.36 cm Pilot Still 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>ONGUE & 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 SIZE05.12.2605.12.26 May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division -0"3'-0"202021(E) PATIO2222325 SF MAX.RYAN M BROCKETTC-32384REN 12 31 27L I C E N SEDARCHITECTSTATEOFALI F O R NIACDATEISSUE3427 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 305.12.26REVISION3427 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-32384SITE PLANA1.1KEYNOTES11REMOVE (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 SEPARATION22(N) NATIVE RIPARIAN (PLATANUS RACEMOSA) TREES TO BE PLANTED PERTHE CITY'S ENGINEERING STANDARDS FOR TREE PLANTING AND SHALL BESOURCED IN ACCORDANCE WITH THE GUIDELINE SPECIFICATIONS FORNURSERY TREE QUALITY. ALL REQ. TREES SHALL SURVIVE AND ANY TREESTHAT DO NOT SURVIVE OR ESTABLISH GOOD HEALTH, TO THESATISFACTION OF THE CITY ARBORIST, SHALL BE REPLANTED.SHEET 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 PLAN024816N5'-0" 48" MIN PATIO SQUARE FOOTAGE4(22.5SF) + 2(30SF) + 2(25SF) + 38SF + 85SF = 323 SFTOTAL PROPOSED PATIO AREA: 323 SF < 325 SFKEYNOTES01(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 TRAFFIC May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division 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(E) BATH(R) UTIL(E) HALL(N) JAN(R) SPIRIT TASTING(E) BATH2A4.11A3.13A3.11A4.12A3.1SUITE 100SUITE 110SUITE 130(R) PRODUCTIONBONDED AREARYAN 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 SCHEDULERoomNorth 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/ Schluter 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 sim05.12.26 May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division 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(R) SPIRIT TASTING12141515SUITE 130+34 H+36 H+34 H+42 H+36 H16CAB17 (R) PRODUCTIONBONDED AREA131920182122RYAN 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(E) FLOOR DRAIN/SINK AND MOP SINK FOR SPILL CONTAINMENT ANDCLEANUP, CONTRACTOR V.I.F.14 (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 OBJECTS18(E) 110 CFM FAN FOR EXHAUST AND VENTILATION OF ANYPOTENTIAL ETHANOL VAPORS, CONTRACTOR V.I.F.19(N) MAX 25-GALLON STORAGE TANK - WITHIN BONDED AREA; NONPRESSURIZED, CONTRACTOR V.I.F.20(N) 45-GALLON COLD WATER TANK FOR STILL COOLING SUPPLY, CONTRACTOR V.I.F.21(N) CLASS K PORTABLE FIRE EXTINGUISHER22(E) OUTLETS LOCATED AT 48" AFF TO AVOID VAPOR EXPOSURE PROPERLY SIZED TO HANDLE STILL EQUIPMENT, CONTRACTOR V.I.F.E&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%'*$//213,/2767,//%<$%EE48,30E17$1&+25E'675$33E'72)/225:$//)256E,60,&6$)E7<1223E1)/$0E,167$//3E50$18)$&785E55E4&2175$&7259,)),//E5 '5$,1%2$5'02'E/12.5'5 /,4825',63/$<02'E/12.55'81'E5%$5,&E%,102'E/12.5 0,;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.PROVIDE ADEQUATE BLOCKING IN WALLS FOR CABINETS AND OTHERWALL MOUNTED ACCESSORIES INCLUDING BUT NOT LIMITED TOHANDRAILS, SHELVING AND BATHROOM FIXTURES.4.WHERE RECESSED FIXTURES OCCUR IN WALLS OR HORIZONTALASSEMBLIES, THE FIRE RATING OF THOSE ASSEMBLIES SHALL BEMAINTAINED.5.AT ALL PENETRATIONS AND INTERSECTIONS OF FIRE-RATEDPARTITIONS, PROVIDE FIRE SEALANT AND/OR FIRE STOPPING TOMAINTAIN CONTINUITY OF PARTITION RATING.6.WHERE THRESHOLDS ARE REQUIRED, PROVIDE ACCESSIBLETHRESHOLDS WITH MAXIMUM 1/2" ELEVATION CHANGE.7.REFER TO DETAILS ON A7.1 & A7.2 FOR ACCESSIBILITY DETAILS, REACH RANGES, AND CLEAR SPACE REQUIRED.8.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 SCOPE05.12.26 May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division 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 EQUAL05.12.26 May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division HALLOPEN TO 8'-0" +/- 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 SECTION05.12.26 May 18, 2026November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED AS REVISEDCity of San Luis ObispoBuilding & Safety Division Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel BLDG-L13957-1999 Building New Commercial Finaled INDUSTRIAL SHELL BLDG W/ AUTO REPAIR 1999-06-30 1999-10-12 2002-02-01 3427 ROBERTO 053-063-019 ENCR-L03322-1999 Encroachment Right of Way Finaled Inst 4" fireline 1999-11-23 1999-11-23 2000-04-28 3427 ROBERTO 053-063-019 BLDG-L15185-2000 Building Alt/Addition - Commercial Finaled TI FOR D & D AUTO PARTS EXCHANGE 2000-08-03 2001-02-02 2001-04-18 3427 ROBERTO 130 053-063-019 BLDG-L16719-2001 Building Alt/Addition - Commercial Finaled COMPLETE TOILET ROOM FOR REPAIR GARAGE 2001-03-16 2002-06-17 2003-08-28 3427 ROBERTO 110 053-063-019 BLDG-L26817-2012 Building Alt/Addition - Commercial Finaled ADD DEMISING WALL IN SUITE 130 2012-12-11 2012-12-11 2012-12-12 3427 ROBERTO 130 053-063-019 BLDG-5414-2016 Building Alt/Addition - Commercial Withdrawn T.I. FOR WORK-LIVE FOR TWO BROADS CIDERWORKS 2016-10-18 3427 Roberto 130 053-063-019 BLDG-3651-2019 Building Alt/Addition - Commercial Finaled TI including a tasting room and cider production area 2019-04-05 2020-02-10 2021-02-04 3427 Roberto 130 053-063-019 FIRE-2061-2020 Fire Construction Modifications to Fire Sprinklers Issued TI - TWO BROAD CIDERWORKS - DESIGN AND INSTALL OVERHEAD SPRINKLERS (41 DEVICES) 2020-10-15 2020-11-12 3427 Roberto 130 053-063-019 BLDG-1157-2025 Building Alt/Addition - Commercial Finaled Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas 2025-05-16 2025-08-29 2026-06-08 3427 Roberto 130 053-063-019 BLDG-1157-2025 Building Alt/Addition - Commercial Finaled Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas 2025-05-16 2025-08-29 2026-06-08 3427 Roberto 053-063-019 BLDG-1157-2025 Building Alt/Addition - Commercial Finaled Commercial TI to existing metal building; remodeled tenant spaces include beer tasting, food prep and storage areas 2025-05-16 2025-08-29 2026-06-08 3427 Roberto 110 053-063-019 Permits 8/7/2026 11:06:59 AMPage 1 of 3 Property History: 3427 roberto Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel FIRE-2812-2025 Fire Construction Fire Sprinklers Finaled Install over head fire Sprinkler system for Tenant Improvement the system does not exceed the original OH II design in Suite 110- 2025-12-03 2026-01-09 2026-06-11 3427 Roberto 110 053-063-019 FIRE-0387-2026 Fire Construction Hood Suppression System Finaled Tie in of supplied Captiveaire TANK fire suppression system 2026-02-16 2026-04-09 2026-04-16 3427 Roberto 100 053-063-019 SIGN-0539-2026 Sign All Types Finaled TWO NEW SIGNS (1) MONUMENT (1) WALL SIGN 2026-03-09 2026-03-09 2026-07-23 3427 Roberto 053-063-019 Plans Plan #Type Work Class Status Description Apply Complete Address Parcel ER (ER 26-99)Environmental Impact Determination Environmental Impact Determination Import Initial study of environmental impact for a new 5000 square foot building for an automotive service business. 1999-02-03 3427 ROBERTO 053-063-019 ARCH (ARC 26-99)Architectural Review Development Projects Import ARC review of a new auto service structure 1999-02-03 3427 ROBERTO 053-063-019 OCC-0297-2014 Occupancy Space Occupancy Approved Julian's Auto Repair 2014-07-18 2014-09-22 3427 Roberto 130 053-063-019 PLOCC-139779-2014 Occupancy Space Occupancy Approved 3427 130 Roberto 2014-07-30 3427 Roberto 130 053-063-019 PLOCC-108829-2014 Occupancy Space Occupancy Approved 3427 110 Roberto 2014-07-30 3427 Roberto 110 053-063-019 PLOCC-141606-2014 Occupancy Structure Occupancy Approved 3427 Roberto 2014-07-30 3427 Roberto 053-063-019 PLOCC-143456-2014 Occupancy Space Occupancy Approved 3427 100 Roberto 2014-07-30 3427 Roberto 100 053-063-019 PLOCC-134385-2014 Occupancy Space Occupancy Approved 3427 120 Roberto 2014-07-30 3427 Roberto 120 053-063-019 PLOCC-118606-2014 Occupancy Space Occupancy Approved 3427 Roberto 2014-07-30 3427 Roberto 053-063-019 USE-3598-2016 Use Permit Administrative Use Permit Approved Review of a proposed Work- Live tenant improvement including a studio, cider production area and cider tasting room 2016-08-02 2016-12-09 3427 Roberto 130 053-063-019 PLBLDG-4005-2016 Permit Review - Building Alt/Addition - Commercial Under Review T.I. FOR WORK-LIVE FOR TWO BROADS CIDERWORKS 2016-10-18 3427 Roberto 130 053-063-019 8/7/2026 11:06:59 AMPage 2 of 3 Property History: 3427 roberto Plan #Type Work Class Status Description Apply Complete Address Parcel OCC-0489-2017 Occupancy Space Occupancy Approved Two Broads Ciderworks 2017-05-02 2017-05-02 3427 Roberto 130 053-063-019 MOD-0028-2026 Modification Modification to Project Approved Request to modify a bar/tavern use permit (USE-3598-2016) to extend hours of operation for the tasting room, revise conditions to allow a small- scale craft distillery, and remove parking conditions that no longer apply to the site. 2026-01-21 2026-04-13 3427 Roberto 130 053-063-019 PLREV-0096-2026 Permit Review - Revision Revision to Plans Approved operational change from beer production & tasting to spirits production & tasting; changes to bar equipment 2026-02-19 2026-05-18 3427 Roberto 053-063-019 8/7/2026 11:06:59 AMPage 3 of 3 Property History: 3427 roberto Request: 10917 Entered on: 03/01/2025 11:15 PM Customer Information Name: Phone: Address:Alt. Phone: ,Email: Request Classification Topic:Creek Regulations Request type:Problem Status:Closed Priority:Normal Assigned to:Steven Sheats Entered Via:Web Problem Location:3427 Roberto Court BCC Council? Days to Close 29 Disposition Code Case Created Description There appears to have been some grading performed too close to the creek bed, at the western edge of the property. Reason Closed Violation confirmed. Stop Work issued 3/26. Code case opeend. Date Expect Closed: 03/31/2025 Date Closed: 03/31/2025 09:49 AM By: Steven Sheats Enter Field Notes Below Notes: 8/21/26, 11:15 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=8837107&type=0 1/3 Notes Taken By: Date: Follow-up Information #5: 03/04/2025 4:32 PM - Message sent to Steven Sheats from Freddy Otte 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 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. ________________________________ [Image removed by sender.]--- #4: 03/04/2025 4:03 PM - Message sent to Freddy Otte from Steven Sheats 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 #3: 03/04/2025 08:25 AM - Message sent to Steven Sheats from Freddy Otte 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 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. ________________________________ [Image removed by sender.]--- 8/21/26, 11:15 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=8837107&type=0 2/3 #2: 03/04/2025 08:13 AM - Message sent to customer by Steven Sheats Code Enforcement is currently reviewing the details of your request and will be in touch with you. You will receive a response within 14 days for this request. You may add additional information to this request by: 1) Replying to this email, 2) Signing into the system, or Thank you, City of San Luis Obispo #1: 03/04/2025 08:12 AM - Message sent to Freddy Otte from Steven Sheats 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 8/21/26, 11:15 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=8837107&type=0 3/3 Request: 10959 Entered on: 03/05/2025 08:39 AM Customer Information Name: Request Classification Topic:Creek Regulations Request type:Problem Status:Closed Priority:Normal Assigned to:Steven Sheats Entered Via:iPhone Problem Location:3427 Roberto Ct, San Luis Obispo BCC Council? Days to Close Disposition Duplicate Request 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. Reason Closed Investigating under Request 10917 Date Expect Closed: 03/08/2025 Date Closed: 03/05/2025 09:05 AM By: Steven Sheats Enter Field Notes Below Notes: 8/21/26, 11:17 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=8845512&type=0 1/2 Notes Taken By: Date: Follow-up Information #4: 03/24/2025 10:16 AM - Message from Customer Hello! I wanted to check in if there were anything updates on this request. Thank you! #3: 03/05/2025 10:16 AM - Message from Customer Thank you very much for your quick response and for the update. #2: 03/05/2025 09:03 AM - Message sent to customer by Steven Sheats Good morning Thank you for reaching out. I am actually investigating the issue under another request submitted. I have enlisted our City Biologist for his insight as well. I'm going to close this request out so I don't have multiple requests open for the same property. However, I will still keep you updated as it develops. If you haven't heard from me in a while and want an update please feel free to reach out. Thank you, Steve Sheats City of SLO Code Enforcement #1: 03/05/2025 09:00 AM - Message sent to customer by Steven Sheats Code Enforcement is currently reviewing the details of your request and will be in touch with you. You will receive a response within 14 days for this request. You may add additional information to this request by: 1) Replying to this email, 2) Signing into the system, or Thank you, City of San Luis Obispo 8/21/26, 11:17 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=8845512&type=0 2/2 Request: 16090 Entered on: 04/09/2026 1:06 PM Customer Information Name: Request Classification Topic:Lighting & Night Sky Preservation Request type:Problem Status:Closed Priority:Normal Assigned to:Nick Buckley Entered Via:iPhone Problem Location:3427 Roberto Ct, San Luis Obispo, 93401 BCC Council? Days to Close 7 Disposition Resolved on Site Description the new location for High street deli & brewery they are playing music loud throughout the day and into evening outside the building. The music is so loud at times I can hear it through my closed doors and windows. They are leaving the patio lights on all night which face the townhomes at Avivo and causing light pollution. Also starting construction before 7am on weekends and weekdays. Reason Closed 4-16-24 NB - Spoke with the contractor, he said he will ensure the job site radios are not a nuisance to neighbors. He also stated that he is going to look into the patio light issues and ensure they are compliant. Date Expect Closed: 04/12/2026 Date Closed: 04/16/2026 1:13 PM By: Nick Buckley Enter Field Notes Below Notes: 8/21/26, 11:17 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10444714&type=0 1/2 Notes Taken By: Date: Follow-up Information #2: 04/16/2026 2:58 PM - Message from Customer 👍 #1: 04/14/2026 08:23 AM - Message sent to customer by Steven Sheats Good morning Regarding the noise concerns (music and construction) please contact the Police Department non-emergency line while it is happening. Their number is 805-781-7317. Code Enforcement will follow up on the night sky pollution. Thank you, Steve Sheats City of SLO Code Enforcement 8/21/26, 11:17 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10444714&type=0 2/2 Request: 17707 Entered on: 07/31/2026 2:15 PM Customer Information Name:Anonymous Phone: Address:Alt. Phone: ,Email: Request Classification Topic:Parking Space Requirements Request type:Problem Status:Closed Priority:Normal Assigned to:Steven Sheats Entered Via:Web Problem Location:3427 Roberto Ct, San Luis Obispo, CA 93401, USA BCC Council? Days to Close 21 Disposition Under Review Description This business does not have sufficient parking spaces for their use, causing excess overflow onto the surrounding streets - often blocking fire hydrants, driveways, and other public right-of-way. Reason Closed Spaces match what is on approved plans Date Expect Closed: 08/10/2026 Date Closed: 08/21/2026 09:41 AM By: Steven Sheats Enter Field Notes Below Notes: 8/21/26, 11:18 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10921755&type=0 1/2 Notes Taken By: Date: Follow-up Information #1: 08/03/2026 07:55 AM - Added internal information by Steven Sheats Approved plans show 11 spots including one handicap. 8/21/26, 11:18 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10921755&type=0 2/2 Request: 17830 Entered on: 08/13/2026 09:40 AM By: Harriet Green Customer Information Name:Anonymous Phone: Address:Alt. Phone: ,Email: Request Classification Topic:Noise Violation Request type:Problem Status:Open Priority:Normal Assigned to:Steven Sheats Entered Via:Phone Problem Location:3427 Roberto Ct BCC Council? Days to Close Disposition To Be Assigned Description CONFIDENTIALITY REQUEST: 3427 Roberto Ct # 130 I respectfully request that my name, address, contact information, and identifying information be kept confidential to the fullest extent permitted by law. I am requesting this investigation because the ongoing noise, lighting, and other impacts are affecting my residence, and I have concerns about being identified as the reporting party to the business or its employees. Please do not disclose my identity or identifying information to the property owner, business owner, employees, or other parties unless disclosure is legally required or necessary for the City to conduct the investigation. If disclosure of my identity becomes necessary, I respectfully request that I be notified before that disclosure occurs, to the extent permitted by law. Formal Request for City Investigation High Street Deli / Green Bottle 3427 Roberto Court, Unit 130, San Luis Obispo I am requesting a formal City investigation regarding the ongoing noise, nighttime activity, exterior lighting, and outdoor dining impacts associated with the current operation of High Street Deli / Green Bottle at 3427 Roberto Court, Unit 130. My concern is not limited to an occasional noise disturbance. Since this business began operating at this location, there has been a significant and recurring change in the noise and nighttime environment affecting my property. I am requesting that the City investigate the actual operation of the business, including its indoor and outdoor activities, open patio doors, outdoor dining area, hours of operation, nighttime employee activity, exterior lighting, and whether the current operation is consistent with all applicable zoning requirements, permits, approved plans, entitlements, and conditions of approval. I am not asking the City to assume that a violation exists. I am asking the City to conduct an objective investigation and determine whether the current operation complies with City requirements. Request for an On-Site Noise Assessment From My Property 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10975440&type=0 1/4 Because the impact is occurring at my property, I respectfully request that City staff conduct an investigation from my property, rather than relying solely on observations from the business or public right-of-way. I would like City staff to come to my property while the business is operating, listen to the actual noise conditions, and, if appropriate, take objective sound-level measurements. I am specifically requesting that the City evaluate the property during the periods when the noise is most significant, including: • Around 12:00 p.m. • Approximately 4:00 p.m. through 9:00 p.m. • After 10:00 p.m., when nighttime employee and closing activity is occurring. The noise occurs throughout the business’s operating day, but these are the periods when the impact is particularly noticeable. As of the date of this complaint, the business is operating every day except Tuesday. I am therefore also requesting that City staff conduct a comparison on a Tuesday, when the business is closed, to establish the normal ambient/background conditions at my property. This would provide a meaningful comparison between: A. An operating day: when the business is open, customers are present, the outdoor dining area is being used, and the patio doors are open; and B. Tuesday: when the business is closed and the associated restaurant/bar, outdoor dining, customer, and employee activity is not occurring. I believe this operating day versus closed day comparison is important because it would allow the City to objectively evaluate the change in the noise environment at my property associated with the current operation. Open Patio Doors and Interior Noise I am particularly concerned about the business operating with its large patio doors/openings open to the exterior. When these doors are open, noise from inside the establishment including conversations, patrons, music or amplified sound, bar activity, kitchen activity, and other interior activity is able to travel directly outside toward surrounding properties. I request that the City determine: • Whether the current patio doors/openings were included in the approved plans; • Whether they are permitted to remain open during restaurant/bar operations; • Whether there are conditions or restrictions regarding their use; • Whether the current configuration differs from the approved plans; • Whether the open doors contribute to the noise affecting surrounding properties; and • Whether any additional approval or permit was required for the current configuration or use. I request that this condition be observed while the business is operating with the doors open, since that is when the impact occurs. Outdoor Dining / Patio Area I also request that the City review the size, configuration, location, seating capacity, and actual use of the outdoor dining/patio area. Please determine: • The size of the outdoor dining area that was approved; • The number of tables and seats that were approved; • The number of tables and seats currently being used; • Whether the current outdoor dining area matches the approved plans; • Whether the outdoor area has been expanded or modified; • Whether the current outdoor area is approved for the restaurant/bar use; • Whether the hours of outdoor use are consistent with applicable approvals; • Whether the current use of the outdoor area is consistent with the approved use; and • Whether any additional permits, entitlements, or modifications were required. I request that the City inspect the outdoor dining area while it is actively being used and occupied, rather than only when it is empty. Restaurant, Bar and Associated Operations Because the current location includes restaurant and bar-related activity, I request that the City review the approvals applicable to the entire current operation, rather than treating this solely as a traditional deli. Please determine whether the current operation including restaurant activity, bar activity, outdoor dining, patrons, music or amplified sound, equipment, deliveries, employee activity, and other associated activities is consistent with the property’s approved land use and all applicable permits and conditions of approval. I also request that the City determine whether any aspect of the current operation represents a change from the use or configuration that was previously approved and, if so, whether additional City approval was required. Nighttime Noise After 10:00 p.m. There are also recurring noise impacts after 10:00 p.m., including activity associated with employees closing the business. 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10975440&type=0 2/4 This includes: • Music being played and remaining audible after 10:00 p.m.; • Employees talking loudly; • Employees moving or banging trash cans; • Trash and closing-related activity; • Employees moving equipment or other items; • Other employee activity occurring outside after normal customer activity has ended. These nighttime activities can be heard from my property and create a recurring disturbance during nighttime hours. I request that the City conduct an investigation after 10:00 p.m., when these activities are actually occurring, rather than limiting the investigation to daytime business hours. I also request that the City determine whether these nighttime activities comply with applicable noise regulations, zoning requirements, permits, approved plans, and conditions of approval. Exterior Lighting After 10:00 p.m. The business is also leaving its outdoor/exterior lights on past 10:00 p.m., resulting in significant light intrusion/light pollution affecting surrounding properties. I request that the City investigate the exterior lighting and determine: • Whether the current exterior lighting was included in the approved plans; • Whether the intensity, location, direction, and duration of the lighting comply with applicable City requirements; • Whether the lights are required or permitted to remain on after 10:00 p.m.; • Whether the lighting creates unreasonable illumination or glare onto neighboring properties; and • Whether any conditions of approval govern when the exterior lights must be turned off, reduced, or otherwise controlled. I request that the lighting be evaluated during the nighttime hours when it is actually being used. Requested Before-and-After / Operating-Day Comparison An important part of my request is for the City to establish a meaningful baseline. The noise and nighttime environment affecting my property is substantially different when this business is operating than it was before this operation began. I therefore request that City staff compare the conditions at my property: 1. When the business is closed on Tuesday, with no restaurant/bar, outdoor dining, customer, or employee activity; with 2. During a normal operating day, particularly around noon and from approximately 4:00–8:00 p.m.; and 3. After 10:00 p.m., when exterior lighting remains on and employees are conducting closing activities. This comparison would allow the City to evaluate the actual change in the environment at my property and determine the extent to which the current commercial operation is contributing to the noise and nighttime impacts. Requested City Determination After conducting the investigation, I respectfully request that the City determine: • Whether the current noise complies with applicable City noise regulations; • Whether the current restaurant/bar operation complies with applicable zoning and land-use requirements; • Whether the outdoor dining/patio area complies with approved plans and permits; • Whether the current number of outdoor tables and seats is approved; • Whether the open patio doors are permitted under the approved plans and conditions; • Whether the current hours and manner of operation comply with applicable approvals; • Whether nighttime employee and closing activity complies with applicable noise requirements; • Whether the exterior lighting complies with applicable City requirements; • Whether the current operation represents any unapproved change or expansion of the approved use; and • Whether any corrective or enforcement measures are appropriate. I am not asking the City to reach a predetermined conclusion. I am asking for an objective investigation of the actual conditions at my property and a determination of whether the current operation is operating as approved and in compliance with applicable City regulations. Because this is a relatively new operation, I believe it is important to evaluate these conditions now and establish whether the current use, outdoor dining, open-door configuration, nighttime activity, and lighting are consistent with the approvals for the property. I am willing to cooperate with City staff and provide access to my property for an on-site assessment, subject to appropriate scheduling. Please provide me with a case/reference number for this complaint and advise me which City department or departments will be responsible for investigating the noise, lighting, land-use, permit, and outdoor dining concerns. Thank you for your attention to this matter. 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10975440&type=0 3/4 8/12/26 Reason Closed Date Expect Closed: 08/20/2026 Enter Field Notes Below Notes: Notes Taken By: Date: 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=10975440&type=0 4/4 Request: 17935 Entered on: 08/20/2026 06:30 AM Customer Information Name: Request Classification Topic:General Questions - Water/Sewer or Solid Waste Request type:Problem Status:Assigned Priority:Normal Assigned to:Rachelle Paris Entered Via:iPhone Problem Location:3427 Roberto Ct BCC Council? Description The Green Bottle High street deli has trash pick up everyday including weekends coming between 5am and 7am. The noise from the garbage truck banging the trash bins is extremely loud especially at that time and can be heard at my residential home with the windows closed. Reason Closed Date Expect Closed: 08/27/2026 Enter Field Notes Below Notes: 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=11000252&type=0 1/2 Notes Taken By: Date: Follow-up Information #1: 08/20/2026 12:13 PM - Message sent to customer by Rachelle Paris Berenice Lopez is currently reviewing the details of your request and will be in touch with you. You will receive a response within 14 days for this request. You may add additional information to this request by: 1) Replying to this email, 2) Signing into the system, or Thank you, City of San Luis Obispo 8/21/26, 11:19 AM Print Request https://user.govoutreach.com/sanluisobispoca/printrequest.php?curid=11000252&type=0 2/2 CII'Y OF Building & Safety Division . 919 Palm Street . San Luis Obispo, CA 93401-3218 BUILDING PERMIT All Types srGN-0539-2026 lssuance Dale: 3 I 9 12026 san Lurs,gpl$po Project Address Unit or Suite(s): 3427 Roberto Ct Assessor's Parcel Number: 053-063-01 9 Square Footage' 0.00 Legal Description:Project Description: TWO NEW SIGNS (1) MONUMENT (1) WALL SIGN Contractor: Other: Owner: Southpaw Sign Company, Inc Sean Beauchamp Business: (805) 440-6586 License Type: Business License License Number: BLO10606 License Type: California State Contractor License License Number: 81 1 159 License Type: Worker's Compensation License Number: FLAO1770100 SOUTHPAW SIGN COMPANY INC CASEY BRIGHAM Business: (805) 458-3468 High St. Market and Deli Randy Coaies Business: (805) 234-1 220 Classification: C45 - Sign Contractor Fire Sprinklers Census: Occupancy: Stories 0.00 CodeYear'. 2022 Dwelling Units:Motel Rooms: Construction Type: Valuation Group Sq. Ft Factor Valuation --$12l00^00Manual Fees Payments Receipt #Fee Name Fee Amount Date Amount Sign - Monument or free standing - BLDG Sign-Wall -BLDG $889.92 $622.12 3t9t26 49,757-03-09-2026 Total Paid: $1 ,512.04 $151rJ4 Total Fees:$1,512.04 Plan Check Account Payment by Gontact Contact Name Account Name Status Total Credits Total Debits Account Balance Total Account Balancet Balance Due:$0.00 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2a - CALIFORNIA LICENSED CONTRACTOR'S DECLAMTION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter g commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect. #3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers' compensation coverage is unlarivful, 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 have and will maintain workers' compensaiion insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certifo each of the following: I am a CA Licensed Contractor. 09 Signature of Contractor, Authorized Agent or Owner Date 2026