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Home My WebLink AboutItem 6d. Authorization to Advertise the 1106 Walnut TI and Fencing Project (Spec. 2000577) Item 6d Department: Public Works Cost Center: 5002 For Agenda of: 11/12/2024 Placement: Consent Estimated Time: N/A FROM: Matt Horn, Public Works Director Prepared By: Sandra Golonka, Capital Projects Manager III SUBJECT: AUTHORIZATION TO ADVERTISE 1106 WALNUT TENANT IMPROVEMENTS PROJECT, SPECIFICATION 2000577-04 AND FENCING PROJECT, SPECIFICATION NO. 2000577-02 RECOMMENDATION 1. Approve the project plans and specifications for the 1106 Walnut Tenant Improvement (TI) Project, Specification No. 2000577-04 and 1106 Walnut Fencing (Fence) Project, Specification No. 2000577-02; and, 2. Authorize advertisement of the 1106 Walnut Tenant Improvement (TI) Project; and, 3. Authorize advertisement of the 1106 Walnut Fencing Project; and, 4. Authorize the City Manager to award the Construction Contract pursuant to Section 3.24.190 of the Municipal Code, for the 1106 Walnut TI project Specification No. 2000577-04 if the lowest responsible bid is within the Engineering Estimate of $1,470,000; and 5. Authorize the City Manager to award the Construction Contract pursuant to Section 3.24.190 of the Municipal Code, for the 1106 Walnut Fencing project, Specification No. 2000577-02 if the lowest responsible bid is within the Engineering Estimate of $470,000; and 6. Authorize the City Engineer to approve Contract Change Orders up to the available budget for each project; and 7. Authorize the City Manager to amend the total project budget with undesignated capital project funding up to the purchasing authority limit of $200,000; and, 8. Authorize the following appropriations and transfers: a. Authorize an appropriation of $396,914.41 from the Police Impact Fees Revenue account (517.9101.47201) to Project Expenditure account (517.9101.71006) in support of the project; and b. Authorize the transfer up to $232,000 from Police Station Replacement account (2000522-03) to project account (2000577-04); and 9. Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City San Luis Obispo, California, authorizing use of Police Impact Fees Revenue and Police Station Replacement account to support the 1106 Walnut TI Project, Specification No. 2000577-04 and 1106 Walnut Fencing Project, Specification No. 2000577-02.” Page 221 of 1527 Item 6d REPORT IN BRIEF The 1106 Walnut TI and Fencing Project are Capital Improvement Plan (CIP) projects aimed at addressing several needs for a recently acquired property located at 1106 Walnut Street. This property will provide office space to meet the Police Department’s immediate needs as well as provide meeting areas for general City or department specific training sessions. The site improvements will also enhance security for possible future use as a temporary Emergency Operations Center (EOC). The 1106 Walnut TI and Fencing Projects are short term projects that will immediately provide operational relief to the Police Department by providing more facility space. In the long term, the facility also provides options for consideration as a future Public Safety Center, a part of a Public Safety Center, or as a temporary Police Station if the City ultimately chooses an alternative single site location for the Public Safety Center1. Staff recommends the appropriation and transfer of additional funds to support the TI, fencing, and technology improvements needed to make the building fully functional for its intended use. POLICY CONTEXT On May 17, 2022, Council approved a Purchasing Policy Update which requires Council approval for Public Projects with a value of $200,000 or more. The recommended actions for the award and fund appropriation are supported by the City Council’s adopted Capital Improvement Plan. The Mitigation Fee Act (AB1600), codified in California Government Code Sections 66000-66025, established the legal requirements for a jurisdiction to implement a development impact fee program in conformance with constitutional standards. In line with these requirements, the City undertook a Capital Facilities Fee Program Nexus Study, which was presented to the City Council on April 3, 2018. This study identified several key infrastructure needs, including the need for a Police Impact Fee to fund projects such as a new police headquarters to accommodate the growing community. Following the presentation of the 2018 Nexus Study, the City Council adopted Resolution No. R-10879 on April 12, 2018, which amended and established Capital Facilities Fees for the City. This fee, also referred to as the Development Impact Fee, includes the Police Impact Fee and reflects the identified need to construct new police headquarters. This report recommends appropriating unreserved Police Impact Fees to support construction of the Tenant Improvement project. DISCUSSION 1 The long term potential of 1106 Walnut Street facility and site were contemplated with the acquisition of the property, as discussed in the May 16, 2023 Council Report. Page 222 of 1527 Item 6d Background On November 14, 2022, Council authorized staff to engage in real property negotiations for the acquisition of a single office building (11,000 square feet) across the street from the existing Police Department facility at 1106 Walnut Street (1106 Walnut). This property was identified to provide temporary office space to address the immediate needs of the Police Department. Additionally, it presented an opportunity for the City to potentially establish a future Public Safety Center Campus, combining the new property located at 1106 Walnut and the existing police station at 1042 Walnut Street (1042 Walnut). On May 16, 2023, City Council authorized the purchase of the 1106 Walnut property and appropriated $5.77M of funding from the Infrastructure Investment Fund to cover both the acquisition cost of $4.4M and the necessary security, technology, and signage needs estimated at $1.37M. These property upgrades are essential to make the property functional for Police Administration operations in the short term. To further evaluate the potential for long-term development of a Public Safety Center at 1042 and 1106 Walnut, the City engaged RRM Design Group (RRM), an on-call consultant, to conduct a site evaluation of both properties. This study will involve conceptual design work, with initial concepts in draft form anticipated by mid-2025. Staff will provide ongoing updates to the Council as the study progresses. Staff will include a budget request in the 2025-27 Financial Plan for Council’s consideration that will continue progress with project planning and development and ensure the project remains aligned with both immediate and long-term public safety and community goals. Project The immediate project at 1106 Walnut is broken into two separate bid packages that are planned to be executed simultaneously. The first bid package is the Tenant Improvement (TI) Project that will complete the necessary interior updates to the existing two -story building that the Police Department requires. The second bid packa ge will install a new security fence to better secure the property. The 1106 Walnut TI project improves the first floor for Detectives and Investigators and will include a briefing room that will also function as a training room and a flexible space that can support various city purposes as needed, and the second floor or top floor will be improved for Police Administration. The project includes constructing new offices, installing flooring, painting, adding lockers and workstations, installing conference and meeting rooms, expanding and securing the front entrance, and various Americans with Disabilities Act (ADA) improvements in break and restrooms. The project plans (Attachment B) and specifications (Attachment C) are attached. The fence project at 1106 Walnut includes the installation of an 8-foot security fence surrounding the property, equipped with an automatic gate and surveillance cameras for security. In addition, this project will install a dual-head Level 2 electric vehicle (EV) charger, along with the additional conduits to support future EV charging needs. The project plans (Attachment D) and specifications (Attachment E) are attached. Page 223 of 1527 Item 6d Once both of these projects are complete, City Information Technology Staff will complete necessary equipment installations for secure access systems, building monitoring and cameras, data connectivity, and advanced audiovisual and conferencing technology. Portions of this project's funding will be reserved to support this need. Previous Council or Advisory Body Action The Police Station Replacement Project was originally identified and funded in the 2015- 17 and 2017-19 Financial Plans to begin the initial replacement study. On December 6, 2018, the Revenue Enhancement Oversight Committee (REOC) approved staff recommendation to reallocate Local Revenue Measure funds to the Police Station Replacement project. On November 2, 2021, Council held a Study Session on the Public Safety Center Program. Discussion includes how the Public Safety Center would provide space for staff and vehicles to address space constraints, a proposed Emerge ncy Operations Center (EOC), public outreach, cost estimate, and funding sources. On November 14, 2022, during a closed session, the Council authorized staff to begin real property negotiations to acquire the building at 1106 Walnut Street. This property, located across from the current Police Department station, offers a convenient solution to meet the immediate need for additional staff office space. On May 16, 2023, the City Council approved staff’s recommendation to purchase the property at 1106 Walnut Street and established a CIP project to fund the necessary upgrades associated with the use and occupancy of the building. On May 16, 2023, the City Council approved staff’s recommendation to purchase the property at 1106 Walnut Street and established a CIP project to fund the necessary upgrades associated with the use and occupancy of the building. Public Engagement The Planning Commission reviewed the project on April 12, 2023, and adopted a Resolution determining General Plan Conformance for the acquisition of the property located at 1106 Walnut Street. Additional public input opportunity was provided at Council’s May 16, 2023 meeting where the project was created and placed on the CIP. CONCURRENCE The Police Department, Community Development Department, Administration & IT, and Public Works Department have reviewed and concur with the attached plans and proposed recommendations. A building permit will be obtained prior to the start of construction and will be issued to the Contractor following the award of a construction contract. This project also has concurrence from the Administration & IT Department as they have reviewed the project throughout the design process. Page 224 of 1527 Item 6d ENVIRONMENTAL REVIEW The Project qualifies for an Exemption to the California Environmental Quality Act (CEQA) pursuant to State Guidelines Sections 15301 that exempts existing facilities and 15302 that exempts replacement and reconstruction of existing facilities as this project only requires minor alterations to the interior of an existing building. The fencing enhancements include installing new pickets on existing fencing, adding new fencing within the current parking lot and curb property boundaries, and installing a rolling gate on the existing asphalt entrance to the parking lot. These changes are minor and contained within the property’s existing developed areas. A Notice of Exemption will be filed with the County Clerk Recorder’s Office after approval to advertise. FISCAL IMP ACT Budgeted: Yes Budget Year: 2024-25 Funding Identified: Yes Fiscal Analysis: The project was initially identified during the acquisition of the 1106 Walnut property. Council approved staff’s recommendation to allocate funding as follows: $900,000 for security fencing and an automatic gate, $450,000 for technology upgrades, and $75,000 for signage and contingencies. The FY 2024-25 Supplemental Budget allocated an additional $750,000 for tenant improvements. As part of Resolution No. 10879 (2018 Series), impact fees were established that contemplated the construction of a new police headquarters. These tenant improvements are an appropriate use f or this funding and therefore recommended to be used to construct this project. Staff is recommending to Council to appropriate $396,914.41 to support this work. In July 2024, $350,000 was allocated as part of 2023-25 Financial Plan to the Police Station Replacement account (2000522). Staff is recommending that $232,000 of these funds be transferred to project account (2000577-04) to support construction, as the property will serve as a temporary facility for the future Public Safety Building , while still allowing for continued study and planning of the future Public Safety Center . The table below is a breakdown of the scope and costs associated with the project. Page 225 of 1527 Item 6d 1106 Walnut Street Tenant Improvements (2000577-04) 1106 Walnut Fence Project (2000577-02) Capital Outlay Capital Outlay (LRM) Tenant Improvement: Engineer's Estimate 1,470,000.00$ 1,470,000.00$ Security Fencing: Engineer's Estimate 470,000.00$ 470,000.00$ Total Construction Estimate 1,470,000.00$ 470,000.00$ 1,940,000.00$ Construction Contingency (15%):220,500.00$ 71,028.24$ 291,528.24$ Technology Improvements 507,615.00$ -$ 507,615.00$ Construction Design Support 25,000.00$ 25,000.00$ Special Inspection 20,000.00$ -$ 20,000.00$ Total Project Estimate 2,243,115.00$ 541,028.24$ 2,784,143.24$ Current Account Balance 1,407,978.83$ 747,250.00$ 2,155,228.83$ Additional Funding Requested: Police Impact Fee (517.9101.47201) 396,914.41$ -$ 396,914.41$ Additional Funding Requested: Police Station Replacement (2000522-03) 232,000.00$ -$ 232,000.00$ Total Project Funding (2000577)2,036,893.24$ 747,250.00$ 2,784,143.24$ ESTIMATED PROJECT COST BY FUNDING SOURCE 1106 Walnut Street Tenant Improvements and 1106 Walnut Fence Total Project Cost Project Funding Tennant Improvement Demo 61,101.00$ Cubicles, Finishes, Paint (full interior)427,338.00$ Misc. Equipment 46,865.00$ Plumbing, Electrical 139,966.00$ HVAC 56,000.00$ Breakroom Remodel- ADA Compliance 31,598.00$ Restroom Upgrades 176,635.00$ Window Shades 42,297.00$ Furniture 289,200.00$ General Conditions (KC per month x 5) and Overhead 199,000.00$ 1,470,000.00$ Security Fencing Demo 10,140.00$ Excavation and Grading 5,890.00$ Site Utility (EV- Level 2 /dual head)53,920.00$ General Site Work 274,702.62$ General Conditions (KC per month x 4) and Overhead 125,347.38$ 470,000.00$ Construction Costs Total 1,940,000.00$ Construction Soft Cost (as shown in the table above)844,143.24$ Project Total 2,784,143.24$ Detailed Cost Breakdown Page 226 of 1527 Item 6d Staff is recommending funding the Project through the following appropriations and transfers:  Appropriation of $396,314.41 from the Police Impact Fee Revenue account (517.9101.47201) to the project account (2000577)  Transfer of $232,000 from Major Facilities - Police Station Replacement Account (2000522) to the project account (2000577) Funding Sources Total Budget Available Current Funding Request Remaining Balance Annual Ongoing Cost General Fund: Capital Outlay Fund- Project 2000577 $1,407,978.83 $1,407,978.83 $0 N/A General Fund: Capital Outlay Fund- LRM Project 2000577 $747,250 $747,250 $0 Other: Police Impact Fee Revenue (517.9101.47201) $396,914.41 $396,914.41 $0 Other: CIP-Capital Outlay Fund Project: Police Station Replacement 2000522-03 $364,135.06 $232,000.00 $132,135.06 N/A Total $2,916,278.30 $2,784,143.24 $132,135.06 $ ALTERNATIVES Deny or defer authorization to advertise the project. The City Council may choose not to authorize project advertisements. Staff does not recommend this alternative as these improvements are essential for city staff to use the building and to safely serve the community. Additionally, staff has concerns that without proper security measures, the property may be accessed by unauthorized individuals, posing a risk to the safety and security of the property. ATTACHMENTS A - Draft Resolution authorizing funds to support the 1106 Walnut TI Project B - Tenant Improvement Project Plans (Spec. No. 2000577 -04) C - Tenant Improvement Special Provisions (Spec. No. 2000577-04) D - Fencing Project Plans (Spec. No. 2000577-02) E - Fencing Special Provisions (Spec. No. 2000577-02) Page 227 of 1527 Page 228 of 1527 R ______ RESOLUTION NO. _____ (2024 SERIES) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS OBISPO, CALIFORNIA, AUTHORIZING USE OF POLICE IMPACT FEES AND CAPITAL OUTLAY FUND TO SUPPORT 1106 WALNUT TI, SPECIFICATION NUMBER 2000577-04 WHEREAS, in November of 2022, the City Council authorized staff to engage in real property negotiations; and WHEREAS, in May of 2023, City Council authorized the purchase of the 1106 Walnut property and appropriated funds to include the costs of the tenant improvement and site security fencing projects and staff to initiate project planning and design; and WHEREAS, in April of 2018, the City Council adopted Resolution Number 10879, amending and establishing a Police Impact Fee, which identified construction of a new police headquarters as an intended use of the fee revenue; and WHEREAS, in July of 2024, the City Council approved the 2023-25 Financial Plan Capital Improvement program, which identified the need for a Public Safety Center Replacement with a total budget amount of $350,000; and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council appropriate $396,914.41 from Police Impact Fees as the tenant improvements are consistent with the purpose identified in the 2018 nexus study; and WHEREAS, to provide funding to support the total construction contract for the Project, staff is recommending the City Council approve the transfer of $232,000 from the Police Station Replacement account (2000522-03). NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows: Page 229 of 1527 Resolution No. _____ (2024 Series) Page 2 R ______ SECTION 1. The City Council authorizes appropriating $396,914.41 from the Police Impact Fees (517.9101.472); and approves the transfer of $232,000 in Police Station Replacement, in Capital Outlay Fund to the 1106 Walnut TI Project. Upon motion of _______________________, seconded by _______________________, and on the following roll call vote: AYES: NOES: ABSENT: The foregoing resolution was adopted this _____ day of _____________________ 2024. ___________________________ Mayor Erica A. Stewart ATTEST: __________________________ Teresa Purrington City Clerk APPROVED AS TO FORM: __________________________ J. Christine Dietrick City Attorney IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ___________________________. ___________________________ Teresa Purrington City Clerk Page 230 of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¶6$77(17,21,00(',$7(/<'2127 352&((':,7+7+(:25.,17+($5($2)',6&5(3$1&,(6817,/$// 68&+',6&5(3$1&,(6$5(5(62/9(',)7+(&2175$&725&+226(672 '262+(6+(6+$//%(35(&(',1*$7+,6+(52:15,6. 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'5$,16(7)/86+:,7+ ),1,6+)/225 &(5$0,&7,/(29(5 7+,16(70257$5$1' 0257$5%(' &$53(7 ,)!+,*+7+(1 3529,'(%(9(/ /8;85< 9,1</7,/( ),1,6+3(5 6&+('8/( 675$,*+7('*( 75,0 (&21&5(7(6/$% 0257$5%(' &(5$0,&)/2257,/( &29('&(5$0,&)/2257,/( &(5$0,&7,/(7+,16(729(5&(0(17 %2$5'2505*<3%2$5'$663(&,),(' 5()(572,17(5,25(/(96 &(5$0,&7,/(%8//126(7+,16(729(5 &(0(17%2$5'2505*<3%2$5'$6 63(&,),(' 127(6+$'('(/(0(1766+2:1$5((;,67,1*725(0$,1 5(6,/,(17 %$6( :$//),1,6+ *<3680 :$//%2$5' ),1,6+)/225 5(6,/,(17%$6( :$//),1,6+ *<3680 :$//%2$5' ),1,6+)/225 (&21&5(7( &85%1 :+(5(2&&856 86(&216758&7,21 $'+(6,9(72 6(&85(*:%72 &21&5(7(&85% (&21& 6/$% (&21& 6/$% :,7+287&85%:,7+&85% 7+528*+%2/76 :,7+:$6+(5621 %$&.6,'(7<30,1 &87$5281' 02817,1*3/$7( %$&.,1*3(5 6758&785$/ )5$0,1*678' *<3680 %2$5' 02817,1* 3/$7( :$//02817(' '5,1.,1*)2817$,1 02817,1*678'6 & 5(1(:$/'$7( / /$#- .) $' . / / *!'$!*-)$ -2 1 $7 +$1 . & 8 2+ : $ / 1 8 7 7 ( 1$ 1 7 , 0 3 5 2 9 ( 0 ( 1 7 &,7<63(&,),&$7,2112 '$7( 35 2 - ( & 7 7 , 7 / ( 6+ ( ( 7 7 , 7 / ( 6+((712 '(6,*1('%< '5$:1%< &+(&.('%< $33529('%< 6&$/( 3/$1),/(12/2&$7,21 $VLQGLFDWHG '( 7 $ , / 6 $ -+ -5 -5 6&$/( $ )/225'5$,1 6&$/( $ &$53(772/9775$16,7,21 6&$/( $ %$6( ,17(5,25 &7 6&$/( $ *:%7(50,1$7,21$1'%$6( 6&$/( $ '8$/:$//02817)2817$,1 & 5(1(:$/'$7( / / #) ' . / / !*-) -2 1 $7$$+77 $1 . & 8 2 8 + 9/13/24 Page 262 of 1527 MECHANICAL GENERAL NOTES 1 COMPLY 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 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCR REPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED. 2 THESE DRAWINGS ARE A GENERAL GRAPHIC PRESENTATION OF THE WORK. DUCTWORK, PIPING, AND EQUIPMENT, AS SHOWN, ARE SCHEMATIC. FABRICATE AND INSTALL BASED ON ACTUAL FIELD MEASUREMENT. COORDINATE WITH OTHER TRADES. ADHERE TO LOCATIONS AS CLOSELY AS POSSIBLE, VARY RUNS OR SHAPE OF DUCTWORK AS REQUIRED TO MEET STRUCTURAL AND OTHER INTERFERENCES AS REQUIRED BY THE ARCHITECT. PROVIDE A COMPLETE SET OF SHOP DRAWINGS REFLECTING ACTUAL DIMENSIONS, ACCESS REQUIREMENTS, AND DETAILS BASED UPON THE ACTUAL EQUIPMENT PROCURED. MAINTAIN AN UP TO DATE SET OF AS-BUILT DRAWINGS AT THE JOB SITE. 3 THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ITEMS RELATED TO MECHANICAL SYSTEMS WITH THE WORK OF OTHER TRADES BEFORE PROCEEDING WITH PROCURING OR FABRICATION OF EQUIPMENT, DUCTWORK, PIPING ETC. ITEMS TO BE COORDINATED SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: GRILLES, REGISTERS AND DIFFUSERS SHALL BE COORDINATED WITH THE REFLECTED CEILING PLAN. DUCTWORK LOCATIONS AND POTENTIAL INTERFERENCES WITH STRUCTURAL MEMBERS, FRAMING, FIRE SPRINKLER LINES, PLUMBING WASTE LINES, CABLE TRAYS AND CONDUIT. ACCESS TO VOLUME DAMPERS FOR BALANCING. ACCESS TO ALL EQUIPMENT, AS WELL AS PLATFORM AND CURB LOCATIONS. 4 REVIEW ALL DRAWINGS AND SPECIFICATIONS INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY QUESTIONS SHALL BE BROUGHT UP, IN WRITING, TO THE ATTENTION OF THE ENGINEER BEFORE THE START OF CONSTRUCTION. 5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS, REGISTERS, GRILLES, AND ACCESS PANELS. 6 ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS. INCREASE OUTER DUCT DIMENSION AS REQUIRED TO ACCOUNT FOR THE THICKNESS OF INTERNAL LINING WHERE APPLICABLE. 7 INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHALL CRITERIA AND SHALL NOT EXCEED FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-223, AND UL 723. 8 INSULATE PIPING AND DUCTWORK IN ACCORDANCE TO THE GOVERNING CODES. 9 ALL SQUARE ELBOWS IN SUPPLY DUCTWORK SHALL HAVE TURNING VANES. PROVIDE MANUAL VOLUME DAMPER AT EACH BRANCH DUCT TAKE-OFF SERVING EACH AIR TERMINAL DEVICE. PROVIDE BALANCING DAMPERS FOR EACH MAIN DUCT TAKE-OFF IN ACCORDANCE TO SMACNA IN ORDER TO ASSURE A COMPLETELY BALANCED SYSTEM. 10 MATERIALS EXPOSED WITHIN ANY SPACE BEING USED AS AN AIR PLENUM SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50, WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ONE OF THE FOLLOWING TEST METHODS: NFPA 255, METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E84, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL 723, TEST FOR SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS. PLUMBING GENERAL NOTES 1 COMPLY 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 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCR REPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED. 2 NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES. 3 LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETS DESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS. 4 COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES AND DRAINS. 5 PROVIDE ALL TAILPIECES, TRAPS, STOPS, AND SUPPLY PIPES TO LAVATORIES DESIGNED AS ACCESSIBLE, WITH PREFORMED INSULATION JACKET. 6 CONTRACTOR 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 CORE DRILLING WITH STRUCTURAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURAL ELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERS APPROVAL. 7 COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO INSULATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FOR MAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIOR TO INSTALLATION. 8 ANY 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 THE ARCHITECT. 9 NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE PER 2022 CPC 609.10. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE HEALTH AUTHORITY OR, IN CASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING: A)THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL POTABLE WATER APPEARS AT THE POINTS OF OUTLET. B)THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE SYSTEM OF PART THEREOF SHALL BE FILLED WITH A WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. C)FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. D)THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY THAT CONTAMINATION PERSISTS IN THE SYSTEM. MECHANICAL LEGEND SYMBOL ABBREVIATION DESCRIPTION Ø DIA DIAMETER ɸ ELECTRICAL PHASE CEILING MOUNTED SUPPLY OR OUTSIDE AIR DIFFUSER CEILING MOUNTED RETURN AIR GRILLE CEILING MOUNTED EXHAUST AIR GRILLE SIDEWALL MOUNTED SUPPLY AIR DIFFUSER, RETURN AIR GRILLE, LOUVER 24X12, 24X12 FO RECTANGULAR, FLAT OVAL DUCT 24X12L, 12ØL LINED DUCT RECTANGULAR SUPPLY / OA, RETURN, EXHAUST / RELIEF DUCT PASSING THROUGH PLAIN OF VIEW RECTANGULAR SUPPLY / OA, RETURN, EXHAUST / RELIEF DUCT TURNING DOWN 12Ø ROUND DUCT ROUND DUCT TURNING DOWN, ROUND DUCT TURNING UP 90° ELBOW WITH TURNING VAINS FLEXIBLE DUCT 60" MAX LENGTH FC FLEXIBLE CONNECTION VD MANUAL VOLUME DAMPER CVD CABLE OPERATED VOLUME DAMPER ACCESS CLEARANCE POC OR POD POINT OF CONNECTION, POINT OF DISCONNECTION ITEMS RELATED TO THE MECHANICAL SYSTEM TO BE REMOVED MECHANICAL ABBREVIATIONS AC AIR CONDITION, AIR CONDITIONING, AIR CONDITIONED HP HORSE POWER ABV ABOVE HVI HOME VENTILATING INSTITUTE AFF ABOVE FINISHED FLOOR HZ HERTZ AFUE ANNUAL FUEL UTILIZATION EFFICIENCY IDU INDOOR UNIT AHJ AUTHORITY HAVING JURISDICTION IWC INCHES OF WATER COLUMN AHU AIR HANDLING UNIT KW KILOWATT ALUM ALUMINUM LBS POUNDS AMCA AIR MOVEMENT AND CONTROL ASSOCIATION LWT LEAVING WATER TEMPERATURE AMB AMBIENT MBH 1000 BRITISH THERMAL UNITS PER HOUR AP ACCESS PANEL MCA MINIMUM CIRCUIT AMPS ARCH ARCHITECT, ARCHITECTURAL MFGR MANUFACTURE OR MANUFACTURER ARI AMERICAN REFRIGERATION INSTITUTE MIN MINIMUM ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS MUA MAKE-UP AIR BDD BACK DRAFT DAMPER (N)NEW BODBASIS OF DESIGN NL NOT LISTED BEL BELOWNOMNOMINAL BHP BREAK HORSE POWER NTS NOT TO SCALE BLDG BUILDING OA OUTSIDE AIR BTUH BRITISH THERMAL UNIT PER HOUR OAI OUTSIDE AIR INTAKE CA COMBUSTION AIR OBD OPPOSED BLADE DAMPER CD CONDENSATE DRAIN ODU OUTDOOR UNIT CFD CEILING FIRE DAMPER OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT CFM CUBIC FEET PER MINUTE PD PRESSURE DROP CONT CONTINUATION PSI POUNDS PER SQUARE INCH CSD CEILING SMOKE DAMPER RA RETURN AIR DB DRY BULB TEMPERATURE REFRIG REFRIGERANT, REFRIGERATION DNDOWN RM ROOM DSADIVISION OF THE STATE ARCHITECT RPM REVOLUTIONS PER MINUTE DTR DOWN THROUGH ROOF SA SUPPLY AIR (E)EXISTING SEER SEASONAL ENERGY EFFICIENCY RATION EA EXHAUST AIR SHT SHEET EC EVAPORATIVE COOLER SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION EDB ENTERING DRY BULB TEMPERATURE SOV SHUT OFF VALVE EER ENERGY EFFICIENCY RATIO SP STATIC PRESSURE EFF EFFICIENCY SS STAINLESS STEEL ELEC ELECTRICAL SSE STEADY STATE EFFICIENCY ESP EXTERNAL STATIC PRESSURE SST SATURATED SUCTION TEMPERATURE EWB ENTERING WET BULB TEMP TEMPORARY, TEMPERATURE EWT ENTERING WATER TEMPERATURE TSPTOTAL STATIC PRESSURE FA FROM ABOVE TYP TYPICAL FC FLEXIBLE CONNECTION TXV THERMAL EXPANSION VALVE FD FIRE DAMPER UON UNLESS OTHERWISE NOTED FLA FULL LOAD AMPS UTR UP TO OR UP THROUGH ROOF FPM FEET PER MINUTE VD VOLUME DAMPER FSC FAN SPEED CONTROLLER VEX VEHICLE EXHAUST SYSTEM FSD FIRE/SMOKE DAMPER VRF VARIABLE REFRIGERANT VOLUME GA GAGE, GAUGE WB WET BULB TEMPERATURE GALV GALVANIZED WC WATER COLUMN GPM GALLONS PER MINUTE WG WATER GAUGE GYP GYPSUMWTWEIGHT EXPRESSED IN POUNDS HD HEAD PLUMBING ABBREVIATIONS ABV ABOVE HD HEAD ADA AMERICANS WITH DISABILITIES ACT HP HORSE POWER AFF ABOVE FINISHED FLOOR HZ HERTZ AG ABOVE GRADE IE INVERT ELEVATION AHJ AUTHORITY HAVING JURISDICTION IWC INCHES OF WATER COLUMN ALUM ALUMINUM KW KILOWATTS AMB AMBIENT LAV LAVATORY AMP AMPERAGE LBS POUNDS ARCH ARCHITECT, ARCHITECTURAL LWT LEAVING WATER TEMPERATURE BEL BELOW MAX MAXIMUM BF BELOW FLOOR MBH 1000 BRITISH THERMAL UNITS PER HOUR BG BELOW GRADE MCA MINIMUM CIRCUIT AMPS BFP BACKFLOW PREVENTOR MECH MECHANICAL BLDG BUILDING MFGR MANUFACTURE OR MANUFACTURER BODBASIS OF DESIGN MIN MINIMUM BTUH BRITISH THERMAL UNIT PER HOUR MU MAKE-UP CA COMBUSTION AIR (N)NEW CD CONDENSATE DRAIN NOMNOMINAL CFH CUBIC FEET PER HOUR NPS NOMINAL PIPE SIZE CONN CONNECTION NTS NOT TO SCALE CONT CONTINUATION OPT OPERATING CI CAST IRON OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT CP CHROME PLATED PD PRESSURE DROP DFU DRAINAGE FIXTURE UNITS PH PHASE DN DOWN PSI POUNDS PER SQUARE INCH DSADIVISION OF THE STATE ARCHITECT PW PROCESS WASTE (E)EXISTING RM ROOM EC EVAPORATIVE COOLER RPM REVOLUTIONS PER MINUTE EFF EFFICIENCY SDL STORM DRAIN LEADER ELEC ELECTRICAL SDO STORM DRAIN OVERFLOW EQPT EQUIPMENT SHT SHEET EWT ENTERING WATER TEMPERATURE SOV SHUT OFF VALVE FA FROM ABOVE SS STAINLESS STEEL FC FLEXIBLE CONNECTION TEMP TEMPORARY, TEMPERATURE FLA FULL LOAD AMPS TYP TYPICAL FLR FLOOR UON UNLESS OTHERWISE NOTED FPS FEET PER SECOND UTR UP TO OR UP THROUGH ROOF FR FROM V VENT FT FLUSH TANK VAC VACUUM FV FLUSH VALVE VTR VENT THROUGH ROOF GA GAGE OR GAUGE WC WATER CLOSET GALV GALVANIZED W WASTE GPC GALLONS PER CYCLE W/WITH GPF GALLONS PER FLUSH W/O WITHOUT GPM GALLONS PER MINUTE WSFU WATER SUPPLY FIXTURE UNIT GYP GYPSUMWTWEIGHT EXPRESSED IN POUNDS GW GREASE WASTE SHEET INDEX SHEET NUMBER SHEET TITLE MP-000 MECHANICAL & PLUMBING GENERAL MP-001 MECHANICAL & PLUMBING SCHEDULES MP-002 MECHANICAL & PLUMBING DETAILS EC-000 ENERGY COMPLIANCE DOCUMENTATION MPD-101 MECHANICAL & PLUMBING DEMOLITION FIRST FLOOR PLAN MPD-102 MECHANICAL & PLUMBING DEMOLITION SECOND FLOOR PLAN MP-200 MECHANICAL & PLUMBING FIRST FLOOR PLAN MP-300 MECHANICAL & PLUMBING SECOND FLOOR PLAN PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION BALL VALVE BFV BUTTERFLY VALVE CAP CHECKVALVE COTG CLEAN OUT THROUGH GRADE Ø DIA DIAMETER ɸ ELECTRICAL PHASE FCO FLOOR CLEAN OUT SHUT OFF VALVE IN PIPE DROP OR PIPE RISER YB SHUT OFF VALVE IN YARD BOX STRAINER TPV TRAP PRIMER VALVE UNION PIPE DOWN PIPE UP PIPE TEE DOWN PIPE INTERSECTION PLUG VALVE ELEVATION VIEW PV PLUG VALVE PLAN VIEW POC OR PODPOINT OF CONNECTION OR POINT OF DISCONNECT PRV PRESSURE REDUCING OR REGULATOR VALVE WCO WALL CLEANOUT CW COLD WATER CD CONDENSATE DRAIN HW HOT WATER V SANITARY VENT TP TRAP PRIMER S/W WASTE (ABOVE GRADE) S/W WASTE (BELOW GRADE) S/W EXISTING WASTE WCO CD TP TP PROJECT TEAM LIST TITLE NAME DESK NUMBER EMAIL ADDRESS PROJECT MANAGER DENVER STANGER 805.540.5388 DSTANGER@3CENG.COM MECHANICAL DESIGNER DENVER STANGER 805.540.5388 DSTANGER@3CENG.COM PLUMBING DESIGNER RANDY CARMINATI 805.540.3363 EXT 319 RCARMINATI@3CENG.COM CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g L e a d She e t s . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G G E N E R A L MP-000 Page 263 of 1527 COMMERCIAL GRILLE, REGISTER, DIFFUSER, LOUVER SCHEDULE TAG TYPE MAKE MODEL BORDER TYPE CONSTRUCTION FINISH IMAGE REMARKS INSTALLATION DETAILGYP BOARD CEILING OR WALL LAY-IN CEILING CEILING SUPPLY TITUS TDC 1 3 STEEL WHITE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO INSURE OPENINGS IN HARD CEILINGS AND WALLS ARE CORRECTLY SIZED TO ACCOMMODATE THE SPECIFIED BORDER TYPE. NO EXCEPTIONS 3/MP-002 CEILING OR SIDEWALL RETURN AND EXHAUST TITUS 350RL 1 3 STEEL WHITE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND FRAMING CONTRACTOR TO INSURE OPENINGS IN HARD CEILINGS AND WALLS ARE CORRECTLY SIZED TO ACCOMMODATE THE SPECIFIED BORDER TYPE. NO EXCEPTIONS SEE 3/MP-002 FOR DUCTED EXHAUST AIR GRILLES SEE 4/MP-002 FOR PLENUM RETURN AIR GRILLES CEILING SUPPLY DEFLECTION LEGEND (EXCEPT FOR 4-WAY DEFLECTION, SHADING INDICATES ACTIVE SECTION OF DIFFUSER) 2-WAY CORNER 2-WAY OPPOSITE 1-WAY3-WAY4-WAY 12x12S1400 NECK SIZE (length x width or length x height) CFMFDFD = FIRE DAMPER FSD = FIRE/SMOKE DAMPER OAI = OUTSIDE AIR INTAKE X"Ø = INLET SIZE (IF APPLICABLE) DIFFUSER, GRILLE, LOUVER MARK: S = SUPPLY; R = RETURN; E = EXHAUST; T = TRANSFER; L = LOUVER; O = OUTSIDE AIR S1S1S1S1S1S1S1 R1 E1 PLUMBING FIXTURE SCHEDULE TAG FIXTURE BRANCH SIZE ELECTRICAL MODEL & FITTINGSWVCWHW DF-1 DRINKING FOUNTAIN - ACCESSIBLE 2"1-1/2"1/2"NA NA DUAL HEIGHT DRINKING FOUNTAIN WITH BOTTLE FILLER, HAWS #1117LN-1920, IN WALL MOUNTED, STEEL MOUNTING PLATE, STAINLESS STEEL BOTTLE FILLER, PROVIDE WITH STOPS AND SUPPLIES, INSTALL PER ACCESSIBLE FACILITY REQUIREMENTS. IMS-1 ICE MAKER SUPPLY NA NA1/2"NA NA OATEY #39152, 6"X6"X3-3/8" PLASTIC BOX RECESSED IN WALL W/BRASS QUARTER TURN VALVE. PROVIDE WITH WATER HAMMER ARRESTOR. LAV-1 LAVATORY - ACCESSIBLE 2"1-1/2"1/2"1/2"BATTERY WALL MOUNTED, AMERICAN STANDARD #0356.421, VITREOUS CHINA, WHITE. SLOAN FAUCET #EBF-85, 0.35 GPM, SENSOR OPERATED. PROVIDE STOPS, SUPPLIES, C.P. BRASS "P" TRAP, & WATTS WALL SUPPORT #TCA-411. S-1 SINK 2"1-1/2"1/2"1/2"NA COUNTER MOUNTED,JUST #SL-ADA 2131-A65-J, 21-1/4"X31"X6-1/2" 18 GA. STAINLESS, SINGLE BOWL.PROVIDE WITH T&S BRASS FAUCET #S-2770, STRAINER, STOPS, SUPPLIES & C.P. BRASS "P" TRAP. UR-1 URINAL 2"1-1/2"1-1/4"NA BATTERY WALL MOUNTED, AMERICAN STANDARD PINTBROOK #6002.001, SENSOR OPERATED, 0.125 GPF, 14-7/16"X14-5/16"X22-5/8", VITREOUS CHINA, WHITE. PROVIDE WITH SLOAN "SOLIS" FLUSH VALVE #8186, 0.125 GPF. WC-1 WATER CLOSET - ACCESSIBLE 3"2"1-1/4"NA BATTERY FLOOR MOUNTED, AMERICAN STANDARD MADERA #3043.001, ELONGATED, SENSOR OPERATED, 26-3/4"X14"X17" RIM, VITREOUS CHINA, WHITE. PROVIDE WITH SLOAN FLUSH VALVE #8111-1.1-OR, 1.1 GPF AND & BEMIS OPEN FRONT SEAT #1955SSCT-000. INSTALL PER ACCESSIBLE FACILITIES REQUIREMENTS, LOCATE HANDLE ON WIDE SIDE OF FIXTURE WC-2 WATER CLOSET 3"2"1-1/4"NA BATTERY FLOOR MOUNTED, AMERICAN STANDARD MADERA #2234.001, ELONGATED, SENSOR OPERATED, 26-3/4"X14"X15" RIM, VITREOUS CHINA, WHITE. PROVIDE WITH SLOAN FLUSH VALVE #8111-1.1-OR, 1.1 GPF AND & BEMIS OPEN FRONT SEAT #1955SSCT-000. LOCATE HANDLE ON WIDE SIDE OF FIXTURE NOTES:1. DATA GIVEN IN SCHEDULE PROVIDES CODE REQUIRED FLOW RATES AND MINIMUM BRANCH PIPING SIZES. 2. BRANCH LINE SIZE MINIMUMS ARE TO BE AS SPECIFIED IN THIS CHART UNLESS OTHERWISE NOTED. CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g L e a d She e t s . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. R E G I STTERE D P R O F ESSION A L E N GG I N E ER BBRRI A N P.STARRE TT T S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G S C H E D U L E S MP-001 DUCTLESS SPLIT SYSTEM HEAT PUMP SCHEDULE TAG MAKE NOM TONS SENSIBLE COOLING REFRIGERANT AHRI PERFORMANCE INDOOR UNIT OUTDOOR UNIT REMARKS SEE BELOW COOLING HEATING BTUH SEER2 EER2 BTUH AT 47°F BTUH AT 17°F HSPF2 MODEL INSTALLATION TYPE POWER V/ɸ/HZ MCA MOCP CFM WATTS [HP] OPERATING WEIGHT LBS INSTALLATION DETAIL MODEL POWER V/ɸ/HZ MCA MOCP OPERATING WEIGHT LBS INSTALLATION DETAIL DAIKIN 1.5 13,700 R-410A 18,000 16.9 11.9 20,000 13,800 7.6 FAQ18TAVJU HIGH WALL 208/1/60 0.5 15 500 43 35 2/MP-002 RZQ18TBVJUA 208/1/60 16.5 20 175 1/MP-002 C1 GENERAL NOTES APPLICABLE TO ALL UNITS: A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR. B. UNIT SHALL BE CONFIGURED FOR COOLING ONLY. C. SIZE REFRIGERATION LINES PER THE MANUFACTURERS REQUIREMENTS FOR TOTAL DEVELOPED LINE LENGTH. D. PROVIDE WITH MANUFACTURERS CONDENSER WALL MOUNTING BRACKET. CONTROL NOTES: C1. PROVIDE WITH MANUFACTURERS MODEL BRC1E73 WIRED CONTROLLER. DS 1 VENTILATION CALCULATION System Tag Room Name Room Area (SQFT) Table 120.1-A Occupancy Category Table 120.1-A Area Outdoor Air Rate (cfm/sqft) CFM Requirement: 120.1(c)3 (E ) A C U n i t T h a t S e r v e s t h e F i r s t F l o o r Bureau Sargeant 107 149 Office Buildings - Office space 0.15 23 Shared Office 126 354 Office Buildings - Office space 0.15 54 Open Office 102 1848 Office Buildings - Office space 0.15 278 North Stair 1F 151 General - Corridors 0.15 23 South Stair 1F 151 General - Corridors 0.15 23 Hall (Adjacent to Stairs)43 General - Corridors 0.15 7 Lobby 100 260 General - Corridors 0.15 39 Hall 114/115 131 General - Corridors 0.15 20 Break Room 121 240 Office Buildings - Breakrooms 0.5 120 Briefing Room 122 806 General - Conference/meeting 0.5 403 Incident Com. 123 125 Office Buildings - Office space 0.15 19 Dispatch 124 86 Office Buildings - Office space 0.15 13 Meeting 125 126 General - Conference/meeting 0.5 63 TOTAL 1085 (E ) A C U n i t T h a t S e r v e s t h e S e c o n d f l o o r Int Affairs Lieut. 224 266 Office Buildings - Office space 0.15 40 Break Room 207 244 Office Buildings - Breakrooms 0.5 122 BOS. Manager 208 129 Office Buildings - Office space 0.15 20 Public Affairs Manager 205 134 Office Buildings - Office space 0.15 21 Meeting Room 202 133 General - Conference/meeting 0.5 67 North Stair 2F 154 General - Corridors 0.15 24 South Stairs and Hallway 2F 457 General - Corridors 0.15 69 Train/Hiring Manager 208 132 Office Buildings - Office space 0.15 20 Crime Analyst 209 129 Office Buildings - Office space 0.15 20 Conf. 202 679 General - Conference/meeting 0.5 340 Conf. 202 Hall/Flex Spaces 646 General - Corridors 0.15 97 Break Room 215 262 Office Buildings - Breakrooms 0.5 131 Chief 214C 452 Office Buildings - Office space 0.15 68 Admin 214A 265 Office Buildings - Office space 0.15 40 Dept. Chief 213 155 Office Buildings - Office space 0.15 24 Dept. Chief 211 139 Office Buildings - Office space 0.15 21 TOTAL 1124 NOTES: AFTER COMPLETION OF CONSTRUCTION AND PRIOR TO OCCUPANCY THE OUTSIDE AIR INTAKE AT THE (E) AC UNITS SHALL BE BALANCED AS FOLLOWS: FIRST FLOOR AC UNIT: BALANCE OUTSIDE AIR INTAKE TO 1100 CFM SECOND FLOOR AC UNIT: BALANCE OUTSIDE AIR INTAKE TO 1125 CFM 1 Page 264 of 1527 CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g L e a d She e t s . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G D E T A I L S MP-002NTS RETURN AIR GRILLE INTO PLENUM4 14x12L DUCT LINER PER SPECIFICATIONS 24 GAUGE CAN 1/2" GALVANIZED STEEL MESH SCREEN OVER OPENING REFER TO DETAIL 3/MP-002 FOR GRILLE SUPPORT NTS DIFFUSER OR GRILLE INSTALLATION (LAY-IN CEILING)3 () CEILING GRID DIFFUSER OR GRILLE 24 GAGE DIFFUSER CAN DUCT INSULATION PER SPECIFICATIONS 2" WIDE, 4" LONG 24 GAUGE CLIP SECURED TO DIFFUSER CAN WITH #12 TEK SCREW #12 SLACK SAFETY WIRE AT DIAGONAL CORNERS WITH (4) TIGHT TURNS IN 112" DUCT INSULATION PER SPECIFICATIONS CONICAL FITTING WITH BEAD FOR FLEXIBLE DUCT CONNECTION FLEXIBLE DUCT 60" MAX LENGTH, REFER TO DETAIL 5/MP-002 FOR ATTACHMENT 24 GAGE DIFFUSER CAN ATTACH DIFUSER OR GRILLE TO CAN WITH (8)#12 TEK SCREWS (2) PER SIDE EQUALLY SPACED #12 SLACK SAFETY WIRE REFER TO ARCHITECTURAL DETAILS FOR UPPER CONNECTION 1 1 MIN MINIMUM 2" LONG COLLAR WITH BEAD FOR FLEXIBLE DUCT CONNECTION ADAPTER TO NECK SIZE 1-1/2 RADIUS ELBOW SIDE DUCT CONNECTION TOP DUCT CONNECTION DUCT INSULATION PER SPECIFICATIONS TOP DUCT CONNECTION SHALL BE USED WHERE SPACE PERMITS. ONLY USE SIDE DUCT CONNECTION WHERE VERTICAL CLEARANCE IS LIMITED. DIFFUSER SUPPORT NOTES ARE APPLICABLE TO BOTH DUCT CONNECTION CONFIGURATIONS NTS HIGH WALL FAN COIL MOUNTING2 MOUNTING BRACKET SUPPLIED WITH UNIT, MOUNT TO BLOCKING IN WALL WITH (9) M8 WOOD SCREWS MINIMUM 1-1/2" EMBEDMENT INTO BLOCKING CONDENSATE DRAIN IF NOT PUMPED REFRIGERATION LINES AND CONDENSATE DRAIN WHEN PUMPED STUD (TYP) 4x4 BLOCKING IN WALL (TYP) OUTLINE OF FAN COIL OUTLINE OF FAN COIL 35 LBS MAX NTS FLEXIBLE DUCT CONNECTION5 STAINLESS STEEL WORM GEAR CLAMP OVER (2) WRAPS OF UL-181 DUCT TAPE STEP - 1: FOLD BACK JACKET AND INSULATION. SLIDE AT LEAST 1" OF CORE OVER DUCT AND PAST THE 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 JACKET INSULATION WIRE HELIX AND LINING CORE OUTSIDE JACKET INSULATION OUTSIDE JACKET INSULATION WIRE HELIX AND LINING CORE WIRE HELIX AND LINING CORE STEP - 2: PULL THE INSULATION AND JACKET OVER THE TOP OF THE CORE AND THE CLAMP. TUCK THE OUTSIDE JACKET UNDER THE INSULATION. STEP - 3: INSTALL A CLAMP AROUND THE ENTIRE FLEXIBLE DUCT ASSEMBLY STAINLESS STEEL WORM GEAR CLAMP DUCT DUCT DUCT 24" MIN NTS ROUND VOLUME DAMPER6 WING NUT DAMPER REGULATOR SET 10"Ø AND SMALLER: NO.KSR 12"Ø TO 20"Ø: NO.KSR 21"Ø AND LARGER: NO.KS-12 ALL SETS TO BE "QUADRANT" TYPE HANDLE DUCT PENETRATIONS SHALL BE SEALED AIR TIGHT. ALL MODEL NUMBERS LISTED ARE DURO DYNE. 1/8" CLEARANCE BETWEEN DAMPER AND DUCT ALL AROUND ROD CONTINUOUS ON ALL DAMPERS OVER 10"Ø DAMPER, OPPOSED BLADE OR SINGLE LEAF TYPE OUTSIDE CLOSED END BEARING NO. SB, SIZE AS REQUIRED PLAN ELEVATION WALL ESCUTCHEON (TYP.) 'P'- TRAPP HOSE CLAMP (TYP.) WYE BRANCH TAILPIECE SINK NTS CONDENSATE TO TAIL PIECE DETAIL 7 ALL CONDENSATE PIPING SHALL BE TYPE L COPPER AND INSULATED WITH 1/2" INSULATION NEOPRENE HOSE SAME SIZE AS CONDENSATE DRAIN CONDENSATE DRAIN LINE IN WALL NTS HIGH-WALL FANCOIL CONDENSATE DRAIN8 CEILING HIGH-WALL FANCOIL UNIT CONDENSATE PUMP WITH INTEGRAL CHECK VALVE, REFER TO MECHANICAL PLANS ADAPTOR AS REQUIRED COPPER FEMALE THREADED ADAPTOR WALL HEI GHT SHA L L N OT E X CEE D HEA D CAP A B I L I T Y OF P UMP 12 " M I NCONNECT TO TOP OF GRAVITY DRAINED CONDENSATE PIPE (TYP) SLOPE TO DRAIN, REFER TO PLANS FOR SIZE WALL PENETRATION BEHIND FANCOIL UNIT, DO NOT RUN PIPING EXPOSED PROVIDE OPEN VENT ON UPPERMOST UNIT IN ACCESSIBLE LOCATION ALL CONDENSATE PIPING SHALL BE TYPE L COPPER AND INSULATED WITH 1/2" INSULATION NTS CONDENSING UNIT - WALL MOUNTING BRACKET1 CONDENSER 3'' MIN.(E) CMU PARAPET WALL 1/4" DIA. 'TITEN HD SS' ANCHOR, MIN 2-1/2" EMBEDMENT (TYP OF 2 EACH BRACKET) (MAX WEIGHT 175 LBS) 40" MAX 4" MIN 12" MIN 8" MIN VERIFY IN FIELD EPDM GASKET 1/2" ROUND, 3/32" THICK, FLAT SS WASHER MOUNTING LEG INTEGRAL TO CONDENSING UNIT MOUNTING BRACKET (TYP OF 2) FASTEN CONDENSER WITH HARDWARE PROVIDED WITH MOUNTING BRACKET (E) SINGLE PLY ROOFING (E) SINGLE PLY ROOF SURFACE Page 265 of 1527 CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g L e a d She e t s . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. R E G I STTERE D P R O F ESSION A L E N GG I N E ER BBRRI A N P.STARRE TT T S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T EN E R GY CO MP L I A N CE D OC U ME N T A T I ON EC-000 Page 266 of 1527 UPUPUUPP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 UU C C 17 17 (E)18Ø (E)14Ø(E)14Ø (E)14ØØ4(((( S(E)SE)S(E)SSSSSSS(((((((S(E)SE)S(E)SSSSSSS((((((S(E)SE)S(E)SSSSSSS((((((( S(E)SE)S(E)SSSSSSS(((((( PODR(E)RE)R(E)RRRRRRR(((((((R(E)RE)R(E)RRRRRRR(((((((R(E)RE)R(E)RRRRRRR((((((( R(E)RE)R(E)RRRRRRR((((((( 1 1 1 1 1 1 1 2 3 4 E(E)EE)E(E)EEEEEEE((((((150 E(E)EE)E(E)EEEEEEE(((((((150 S(E)SE)S(E)SSSSSSS(((((((100 S(E)SE)S(E)SSSSSSS(((((((100 1 1 1 1 7 7 7 7 RRE)R(E)E)R(E)RRRRRRR(((((((((1 5 6 5 1 MECHANICAL & PLUMBING DEMOLITION FIRST FLOOR PLAN SCALE:1/8" = 1'-0" DEMOLITION KEY NOTES APPLICABLE TO THIS SHEET ONLY GRILLE/DIFFUSER TO BE REMOVED AND DISCARDED. REMOVE ALL DUCTWORK UPSTREAM OF POD. (E) LAV TO BE REMOVED. PIPING TO REMAIN. (E) URINAL TO BE REMOVED. CAP PIPING IN WALL. (E) FIXTURE TO BE REMOVED. PIPING TO REMAIN. REMOVE (E) STAND PIPE AND ASSOCIATED STOPS. CAP PIPING UNDER CABINET. DISCONNECT DUCT FROM GRILLE/DIFFUSER. CAP DUCT TO KEEP CLEAN UNTIL RECONNECTION TO NEW GRILLE/DIFFUSER. 1 2 3 4 5 6 7 DEMOLITION PLAN STATEMENT THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DISPOSE OF ALL EQUIPMENT PER THE OWNER'S DIRECTION WHILE COMPLYING WITH ALL LOCAL CODES AND ORDINANCES. ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g P l a n . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G D E M OLI T I ON F I R S T F L OO R P L A N MPD-101 Page 267 of 1527 T S(E)SE)S(E)SSSSSSS(((((((650 S(E)SE)S(E)SSSSSSS(((((((650 S(E)SE)S(E)SSSSSSS((((((325 S(E)SE)S(E)SSSSSSS(((((((250 (E)18Ø (E)14Ø (E)18Ø S(E)SE)S(E)SSSSSSS(((((((100 (E)10Ø(E)6Ø (E)10Ø (E)10Ø)( (E)14Ø UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 POD PODO R(E)RE)R(E)RRRRRRR((((((( POD R(E)RE)R(E)RRRRRRR((((((( 1 2 1 1 1 2 1 3 RRE)R(E)E)R(E)RRRRRRRR((((((((( E(E)EE)E(E)EEEEEEE(((((((200 S(E)SE)S(E)SSSSSSS(((((((150 S(E)SE)S(E)SSSSSSS(((((((200 R(E)RE)R(E)RRRRRRR((((((( E(E)EE)E(E)EEEEEEE(((((((250 1 1 1 1 1 1 4 4 4 4 5 6 6 6 6 6 6 6 6 1 MECHANICAL & PLUMBING DEMOLITION SECOND FLOOR PLAN SCALE:1/8" = 1'-0" DEMOLITION KEY NOTES APPLICABLE TO THIS SHEET ONLY GRILLE/DIFFUSER TO BE REMOVED AND DISCARDED. REMOVE ALL DUCTWORK UPSTREAM OF POD. (E)FIXTURE TO BE REMOVED. CAP PIPING IN WALL AND BELOW FLOOR. DISCONNECT DUCT FROM GRILLE/DIFFUSER. CAP DUCT TO KEEP CLEAN UNTIL RECONNECTION TO NEW GRILLE/DIFFUSER (E)EXHAUST FAN TO BE REMOVED. DISCONNECT FROM POWER AND DUCTWORK. CAP DUCT AIR TIGHT. (E) FIXTURE TO BE REMOVED. PIPING TO REMAIN. 1 2 3 4 5 6 DEMOLITION PLAN STATEMENT THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DISPOSE OF ALL EQUIPMENT PER THE OWNER'S DIRECTION WHILE COMPLYING WITH ALL LOCAL CODES AND ORDINANCES. ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g P l a n . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G D E M OLI T I ON S E C OND F L OO R P L A N MPD-102 Page 268 of 1527 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 MEETING 125 DISPATCH 124 LOBBY 100 STORAGE 111 SHARED OFFICE 126 BUREAU SERGEANT 107 DETECTIVE EQUIPMENT 106 DRONE/EQUIP STORAGE 105OPEN OFFICE 102 MEN 118 JAN. 117 HALL 115 WOMEN 119BREAK ROOM 121 ELECTRICAL 120 INCIDENT COM. 123 BRIEFING ROOM 122 ELEVATORLEVVATV 12727 (E)18Ø (E)14Ø(E)14Ø POC R(E)RE)R(E)RRRRRRR((((((( S1S1 450 15x15S1S1450 15x15 S(E)SE)S(E)SSSSSSS((((((6000 12Ø 14Ø 12Ø (E)14Ø4Ø(()( R1R1 22x22 HALL 114 STORAGE STAIR HALL 139DF-122 E1E1150 12x12 E1E1150 12x12 S1S1100 6x6 S1S1100 6x6 33 33 33 33 STAIR 123 TYPICAL VOLUME DAMPER, REFER TO DETAIL 6/MP-002 R1R1 22x22 R1R122x22 LAV-1 WC-11 WC-1 LAV-1 1 MECHANICAL & PLUMBING FIRST FLOOR PLAN SCALE:1/8" = 1'-0" KEY NOTES APPLICABLE TO THIS SHEET ONLY CONNECT NEW FIXTURE WITH EXISTING PIPING IN WALL. 1/2" HOT AND COLD WATER, 1-1/2" VENT AND 2" WASTE. CONNECT NEW FIXTURE WITH EXISTING PIPING IN WALL. 1/2" COLD WATER, 1-1/2" VENT AND 2" WASTE. CONNECT (E) DUCT TO NEW GRILLE/DIFFUSER. GENERAL NOTES APPLICABLE TO THIS SHEET ONLY 1 ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE. 2 NEW FLEXIBLE DUCT SHALL NOT EXCEED 60" IN LENGTH. EXTEND EXISTING RIGID DUCT AS NECESSARY TO MAKE THE FLEXIBLE DUCT CONNECTION TO THE DIFFUSER NO MORE THAN 60" LONG. 3 SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING. 4 PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES. 5 REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF FIXTURES, INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCH DRAINS, ROOF DRAINS, ETC. 6 AFTER COMPLETION OF THE DUCTWORK MODIFICATIONS, BALANCE THE SHOWN AIR DISTRIBUTION TO THE VALUES LISTED. 1 2 3 CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g P l a n . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G F I R S T F L OO R P L A N MP-200 Page 269 of 1527 UPUP UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 UU C C 17 17 BREAK ROOM 215 SERVER 216 PANTRYY 216 CHIEF 214C ADMIN 214A DEPT. CHIEF 213 DEPT. CHIEF 211 COPY ROOM 210 ELEV MECH 112 ELEVATOREVAEVAV 131 CONF. 202 MEETING ROOM 202 PUBLIC AFFAIRS MANAGER 205 BOS. MANAGER 206 BREAK ROOM 207 INT. AFFAIRS LIEUT. 224 MENS 129 JAN 223 WOMENS 222 HALL 149 EQUIP. 220 TRAIN/HIRING MANAGER 208 CRIME ANALYST 209 T S1S1600 15x15 S(E)SE)S(E)SSSSSSS(((((((250 (E)18Ø (E)14Ø (E)18Ø111E S(E)SE)S(E)SSSSSSS(((((((100 (E)10Ø(E)6Ø (E)10Ø (E)10ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØ (E)14Ø POC 14Ø S1S1625 15x15 S1S1 400 15x15 POC POC R1R1 22x22 R1R1 22x22 WC-211 STAIRS 144 TTTTTTTTTTTTTTTTTTTT 22DS 1 ODU ON ROOF DS 1 IDU ON WALL ABOVE DOOR E1E1200 12x12 S1S1 150 9x9 S1S1200 9x9 E1E1250 12x12 33 33 33 33 REFRIGERANT PIPING DN FRM ROOF WC-1 LAV-1 WC-1 WC-2 WC-2 LAV-1 LAV-1 DS-1 IMS-1 S-1 1/2"CW DOWN IN WALL 44 UR-1 STAIRS 152 66 POC 1 MECHANICAL & PLUMBING SECOND FLOOR PLAN SCALE:1/8" = 1'-0" KEY NOTES APPLICABLE TO THIS SHEET ONLY CONNECT NEW FIXTURE WITH EXISTING PIPING. 3/4" COLD WATER, 2" VENT AND 3" WASTE. 3/4" CD DN SERVER ROOM WALL. CONNECT TO SINK TAILPIECE PER DETAIL 7/MP-002. CONNECT (E) DUCT TO NEW GRILLE/DIFFUSER. CONNECT 1/2"CW TO (E) CW. PLUMBER TO FIELD VERIFY EXACT LOCATION OF PIPING. 3/4" CONDENSATE CONNECTION TO MECHANICAL EQUIPMENT. SEE DETAIL 8/MP-002 FOR MORE INFORMATION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. GENERAL NOTES APPLICABLE TO THIS SHEET ONLY 1 ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE. 2 NEW FLEXIBLE DUCT SHALL NOT EXCEED 60" IN LENGTH. EXTEND EXISTING RIGID DUCT AS NECESSARY TO MAKE THE FLEXIBLE DUCT CONNECTION TO THE DIFFUSER NO MORE THAN 60" LONG. 3 SEE PLUMBING FIXTURE SCHEDULE FOR BRANCH PIPE SIZING. 4 PROVIDE ANGLE STOPS FOR ALL PLUMBING FIXTURE BRANCH PIPING LINES. 5 REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF FIXTURES, INCLUDING BUT NOT LIMITED TO FLOOR SINKS, FLOOR DRAINS, TRENCH DRAINS, ROOF DRAINS, ETC. 6 AFTER COMPLETION OF THE DUCTWORK MODIFICATIONS, BALANCE THE SHOWN AIR DISTRIBUTION TO THE VALUES LISTED. 1 2 3 4 5 6 CITY SPECIFICATION NO. DATE: PR OJE CT T I T L E : SHE E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION S:\S ha r e d \Jo b s \EN G P r o jec t s \S LO P D N o r t h B u i l d i n g T I \En gin e e r i n g\ S LO P D N o r t h B u i l d i n g T I M e c h a n i c a l a n d P l u m b i n g P l a n . d w g k h a n jie v Sep 1 3 , 2 0 2 4 - 9 : 5 7 a m AS INDICATED 05/14/2024 2000577-04 BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT HAS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RRRRRRRRRRRRRRRR EEEE GGGGGGGG IIIIII SSSSSSSSSSSSSSSSSSSTTTERE D P R O F ESSION A L E N GG I NNNNNNNNNNNNNNN EEEEE EEEEEEEEEER BBRRI A N P.STARRE TT TTT S TATE OF CA L I F O R NIAMECHANICAL EXP. 6/30/26EXP 6/30/26 M 34068M 34000000 DS KH BS 11 06 W A L N UT T E N A N T I M P R OVE M E N T MEC H A N I C A L & P L U M B I N G S E C OND F L OO R P L A N MP-300 Page 270 of 1527 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - C : \ U s e r s \ c h r i s \ a p p d a t a \ l o c a l \ t e m p \ A c P u b l i s h _ 2 7 7 0 4 \ 2 4 - 8 0 2 6 _ E - 0 0 1 - E L E C T R I C A L G E N E R A L N O T E S . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. ALL WORK SHALL COMPLY WITH 2020 NATIONAL ELECTRICAL CODE (NEC) AS AMENDED BY THE 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA ENERGY CODE (CEnC), CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBC), AND ADOPTED ORDINANCES. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE. 3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION. 4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: +15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX) +46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX) +48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX) +48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS. ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1] ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM [CBC 11B-308.1.2] CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11B-309. BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. 5. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 5. EQUIPMENT ANCHORAGE NOTE ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2022 CBC, SECTIONS 1617A.1.18 THROUGH 1617A.1.26, AND ASCE 7-15 CHAPTERS 13, 26, AND 30 AND 2022 CEC 110.3(B) THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2022 CBC SECTION 1616A.1.18: A. FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2022 CBC TABLE 13.5-1) B. TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2022 CBC SECTION 1616A.1.18 ITEM 2. C. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, OR F THAT MEET ALL OF THE CRITERIA LISTED IN 2022 SECTION 1616A.1.18 ITEM 3. D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS. E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16, SECTION 13.3 AS DEFINE IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8, AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25, AND 1617A.1.26. 6. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERROS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. GENERAL NOTES A. FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL-ELEMENT TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION. B. INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH CIRCUIT. C. MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS. D. SPARE CONDUIT FOR RECESSED PANELS: PROVIDE (1) 3/4" SPARE CONDUIT STUB UP TO ACCESSIBLE ABOVE CEILING SPACE AND/OR ACCESSIBLE SPACE BELOW FOR EVERY (3) SPARE BREAKER SPACES AS INDICATED ON PANEL SCHEDULES. E. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. F. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS. G. ALL NEW OUTLETS MUST BE TAMPER PROOF. H. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B) I. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT INSERTED AND RECEPTACLE COVERS CLOSE) J. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY" OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY" EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED. A. NIGHT LIGHT "NL" DESIGNATED LUMINAIRES IN INTERIOR LOCATIONS SHALL HAVE ONE BALLAST CONTINUOUSLY ENERGIZED. LUMINAIRES IN EXTERIOR LOCATIONS SHALL BE AUTOMATICALLY CONTROLLED TO BE ON FROM DUSK TO DAWN. B. LIGHTING FIXTURE LOCATIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLANS (REFLECTED CEILING, ELEVATIONS, ETC.) FOR EXACT LOCATIONS AND MOUNTING HEIGHTS PRIOR TO ROUGH-IN. C. REFER TO ARCHITECT'S REFLECTED CEILING PLAN(S) FOR CEILING HEIGHTS, TYPES, FINISHES, ETC. IN EACH AREA. VERIFY FLANGE TYPES, TRIM KITS, STEM LENGTHS, ETC. FOR ALL FIXTURES PRIOR TO SUBMITTALS. D. CONFIRM LOCATION OF ALL DOORS SWINGS WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN OF SWITCHES. E. PROVIDE UNSWITCHED HOT LEG OF ROOM LIGHTING BRANCH CIRCUIT TO EACH BATTERY POWERED EMERGENCY LIGHT AND EXIT SIGN FOR CONTINUOUS CHARGING. LIGHTING FLOOR PLAN RATED WALLS/ASSEMBLIES NOTES SHEET NO. SHEET DESCRIPTION E-001 ELECTRICAL GENERAL NOTES E-002 ELECTRICAL LEGEND AND ABBREVIATIONS E-003 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES ED-101 FIRST FLOOR POWER AND SIGNAL DEMOLITION PLAN ED-102 SECOND FLOOR POWER AND SIGNAL DEMOLITION PLAN E-101 FIRST FLOOR POWER AND SIGNAL PLAN E-102 SECOND FLOOR POWER AND SIGNAL PLAN E-111 FIRST FLOOR LIGHTING PLANS E-112 SECOND FLOOR LIGHTING PLANS E-113 LIGHTING EMERGENCY PHOTOMETRIC PLANS E-121 ELECTRICAL ROOF PLAN E-201 ELECTRICAL DETAILS E-301 TITLE 24 ENERGY FORMS - INTERIOR LIGHTING ELECTRICAL SHEET INDEX POWER FLOOR PLAN 1. IN FIRE-RESISTANCE RATED WALLS, DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.4 AS NOTED BELOW: A. STEEL, FERROUS OR COPPER PIPES MAY PENETRATE FIRE-RESISTANCE RATED WALLS, PROVIDED THE OPENING IS PROTECTED AS FOLLOWS: (CBC 714.4.1) i. ITEM PENETRATING CONCRETE OR MASONRY WALLS IS A MAXIMUM 6 INCHES NOMINAL DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES, CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE IT IS INSTALLED THE FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE F IRE-RESISTANCE RATING; OR ii. WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263. B. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED. (CBC 714.4.1.2) C. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE-RESISTANCE RATED WALLS BY STEEL ELECTRICAL BOXES ARE PERMITTED, PROVIDED THAT EACH DOES NOT ESCEED 16 SQUARE INCHES IN AREA AND THE TOTAL AREA OF SUCH OPENING DOES NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 18 INCH. ADDITIONALLY, OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (CBC 714.4.2 EXCEPTION 1). D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCH UNLESS LISTED OTHERWISE. ADDITIONALLY, OUTLET BOXES ON OPPOSED SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. (CBC 714.4.2 EXCEPTION 2) E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.4.2 EXCEPTION 5) F. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR OPENINGS LARGER THAN THOSE MENTIONED ABOVE, THEY MUST BE QUALIFIED BY TEST IN ACCORDANCE WITH CBC 714.4.2 EXCEPTION 2. 2. IN FIRE-RESISTANCE HORIZONTAL ASSEMBLIES , DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.5 AS NOTED BELOW: A. STEEL, FERROUS OR COPPER CONDUITS MAY PENETRATE FIRE-RESISTANCE RATED FLOOR ASSEMBLY WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263 (CBC 714.5.1 EXCEPTION 1) B. PENETRATING ITEMS, AS NOTED ABOVE, WITH A MAXIMUM 6 INCHES NOMINAL DIAMETER SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE RATED FLOOR ASSEMBLY, PROVIDED THAT THE AREA OF THE OPENINGS DOES NOT EXCEED 144 SQUARE INCHES IN ANY 100 SQUARE FEET OF FLOOR AREA. (CBC 714.4.1.1 EXCEPTION 1) C. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING AND T RATING OF NOT LESS THAN 1-HOUR BUT NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE FLOOR PENETRATED (CBC 714.5.1) D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCHESUNLESS LISTED OTHERWISE. (CBC 714.5.2 EXCEPTION 4) E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.5.2 EXCEPTION 5) 3. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED AN APPROVED FIRE-RESISTANT JOINT SYSTEM WITH A FIRE-RESISTANCE RATING NOT LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS INSTALLED. PROVIDE DETAILS (CBC 7145.1) 4. FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQURIED BY CBC 716.2.9 AND 716.3.5. 5. FIRE DAMPERS SHALL BE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN CBC TABLE 717.3.2.1 FOR THE TYPE OF PENETRATION (CBC 717.3.2.1) 6. PROVIDE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS SHALL BE PROVIDE AS PRESCRIBED IN CBC 717. REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION. 1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING JOINED TOGETHER AS SPLICED. 2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG, SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED 3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED. 4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION. 5. GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B) 6. THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19. CONDUCTORS AND CABLES COMMUNICATIONS PLAN NOTES A. PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS. B. ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R. C. VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. D. CONDUIT SHOWN IS ROUTED IN CEILING SPACE BELOW ROOF DECK. E. NO ROOF MOUNT CONDUIT IS ALLOWED UNLESS OTHERWISE NOTED. F. FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE RATING. G. ALL ROOF PENETRATIONS SHALL BE MADE WITH ROOF JACKS, SEAL ALL PENETRATIONS WITH MASTIC. ROOF PLAN NOTES A. REFER TO ARCHITECTURAL DEMOLITION SHEETS FOR ADDITIONAL INFORMATION. B. EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY. INFORMATION WAS OBTAINED FROM ORIGINAL BUILDING DRAWINGS AND LIMITED FIELD INVESTIGATION AND MAY NOT REPRESENT ALL ELECTRICAL DEMOLITION. FIELD VERIFY CONDITIONS AND DISCONNECT/REMOVE ALL EQUIPMENT AS REQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE LIGHTING AND POWER/SIGNAL DRAWINGS. C. ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS, BOXES, CABLING, ETC.) SHALL BE ABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION. D. CLEAN, REPAIR (AS REQUIRED) AND RELAMP ALL EXISTING LIGHT FIXTURES THAT ARE TO REMAIN AND BE RE-USED TO ASSUME ALL FIXTURE ARE OPERATIONAL UPON COMPLETION OF PROJECT. E. ANY LIGHT SWITCHES THAT ARE NO LONGER IN USE, WHETHER SHOWN ON THE DEMOLITION PLAN OR NOT, ARE TO HAVE THE DEVICE AND WIRING REMOVED, AND A BLANK COVER PLATE INSTALLED. F. SCHEDULE ANY OUTAGES WITH OWNER PRIOR TO DE-ENERGIZATION OF ANY BRANCH CIRCUITS OR FEEDERS. G. DISCONNECTION/REMOVAL OF EXISTING COMMUNICATIONS SYSTEMS COMPONENTS SHALL BE SCHEDULED WITH CITY OF SAN LUIS OBISPO. H. SALVAGE ALL REMOVED COMPONENTS (SPEAKERS, GRILLES, TELEPHONE INSTRUMENTS, RADIO HANDSETS, ETC.) SHALL BE SALVAGED TO THE OWNER. I. INFORMATION SHOWN FOR LOAD DESCRIPTIONS ON EXISTING PANELS WAS GAINED FROM ORIGINAL BUILDING ELECTRICAL PLANS AND SHALL BE FIELD VERIFIED. CONFIRM LOAD ON EACH CIRCUIT OF ALL EXISTING PANELS AND PROVIDE UPDATED TYPEWRITTEN CIRCUIT DIRECTORY (IN PLASTIC SLEEVE) FOR EACH EXISTING PANELBOARD. J. ANY LOADS REMOVED DURING DEMOLITION SHALL HAVE CONDUCTORS REMOVED BACK TO NEXT REMAINING DEVICE OR TO EXISTING PANELS. ABANDONED BREAKERS SHALL BE LABELED "SPARE". K. PROVIDE BLANK FILLER PLATES IN DEADFRONTS OF EXISTING PANELBOARDS UPON COMPLETION OF PROJECT WHERE BREAKERS HAVE BEEN REMOVED. A. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B) B. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT INSERTED AND RECEPTACLE COVERS CLOSE) C. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY" OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY" EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED. RECEPTACLES AT DAMP AND WET LOCATION EL E C T R I C A L G E N E R A L N O T E S E-001 A. DATA AND TV RACEWAYS AND BOXES: a. PROVIDE AND INSTALL 4" SQUARE RECESSED JUNCTION BOX WITH 1-GANG RING. RUN 3/4" EMT CONDUIT STUB TO ACCESSIBLE CEILING SPACE ABOVE FLOOR DATA MAX 3-CAT6A CABLES. b. PROVIDE AND INSTALL 5" SQUARE RECESSED JUNCTION BOX WITH 1-GANG RING. RUN 1-1/4" EMT CONDUIT STUB TO ACCESSIBLE CEILING SPACE ABOVE FLOOR DATA MAX 10-CAT6A CABLES. BEFORE CONSTRUCTION, COORDINATE AND VERIFY ALL DATA AND TELEPHONE LOCATIONS WITH OWNER OR ARCHITECT. B. ALL NEW HORIZONTAL CABLES, RISER RATED (CMR) CABLES SHALL BE CAT6A (BERK-TEK #LANMARK-10G2 - BLUE) C. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. D. ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS. E. CAT6A CABLES, TOTAL LENGTH FROM IDF TO ENDPOINT SHALL NOT BE MORE THAN 295'-0", EC SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY LENGTHS IN EXCESS OF 295'-0". F. ALL COMMUNICATION WORK SHALL COMPLY WITH CITY OF SAN LUIS OBISPO STANDARDS. OBTAIN COMPLETE LIST OF STANDARDS, AND ADHERE ACCORDINGLY. G. TEST ALL NEW AND EXISTING RE-USE CABLES. CONDUIT SYSTEMS NOTES CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS 1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped). 2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff. 3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage. 4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex required in exterior locations). 6. MC CABLE NOT ALLOWED. REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUITS SHALL BE MINIMUM 3/4" UNLESS OTHERWISE NOTED. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6. ADDITIONAL CONDUIT REQUIREMENTS. - ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BE RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITH REINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS. - REFER TO ELECTRICAL DETAILS FOR METAL PIPE PENETRATION THRU FIRE RATED WALL. PENETRATION OF FIRE-RESISTIVE WALLS AND FLOOR CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714. - REFER TO ELECTRICAL DETAIL FOR DEVICE INSTALLATION FOR FIRE RATED WALLS. - NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL CONDUIT WITHIN WALLS ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 271 of 1527 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 0 0 2 - E L E C T R I C A L L E G E N D & A B B R E V I A T I O N S . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT POWER LEGEND NOTE: INTERPRET IN CONTEXT MISCELLANEOUS CONDUIT/WIRE LIGHT FIXTURES CONVENTIONS LEGEND 3103 NUMBERED SHEET NOTES: REFERS TO NOTES ON SAME SHEET AS REFERENCE DETAIL REFERENCE: Z = DETAIL DESIGNATION X = SHEET NUMBER REFERENCE Z X FEEDER SCHEDULE DESIGNATION (EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS, PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, 'CO14' INDICATES CONDUIT ONLY, QUANTITY (1) AND SIZE (4")) X MECHANICAL SYSTEMS TAG (REFER TO MECHANICAL SHEETS) Y = UNIT TYPE X = UNIT NUMBER Y X COMBINATION STARTER MAGNETIC CONTACTOR DAMPER MOTOR HUMIDISTAT SURFACEMOUNT CABINET FLUSHMOUNT CABINET SURFACEMOUNT PANEL FLUSHMOUNT PANEL PUSHBUTTON H M DM SPEAKER- WALLMOUNT SPEAKER- CLG FLUSHMOUNT HEADSET OUTLET AUXILIARY INPUT MICROPHONE INPUT CLOCK/SPEAKER WALLMOUNT SPEAKER- CLG FLUSHMOUNT VANDAL-RESISTANT VOLUME CONTROL VS SEMI-FLUSH S A HS V M S S CIRCUIT BREAKER FUSIBLE SWITCH GROUND THERMOSTAT SURFACE A LETTER ADJACENT INDICATES (ARROW INDICATES DIRECTION) FIXTURE TYPE RECESSED WALL MOUNT EXIT LIGHT- CEILING EXIT LIGHT- WALL WALL-PACK CLOCK PHASEØ T MOTOR UPLIGHT- FLUSH IN GRADE POLE LIGHT- DECORATIVE PENDANT LINEAR UNDERCABINET LIGHT TANDEM-WIRED LAMPS BOLLARD STRIP UON DIRECTIONAL FLOOD EMERGENCY FIXTURE POLE LIGHT TRACK LIGHT CEILING SURFACEMOUNT WALL SURFACEMOUNT RECESSED DOWNLIGHT RECESSED WALLWASH RECESSED PENDANT MOUNT (E) POWER HOMERUN INDICATES LINE CONTINUES WIRE LINE- CONTINUES CONDUIT STUB (W/MARKER) VERTICAL CONDUIT RUN FLEXIBLE CONNECTION SURFACEMOUNT RACEWAY CORD W/PLUG LOW VOLTAGELV CONDUIT SEAL NEW POWER HOMERUN (3 HOTS & NEUT SHOWN) ISOLATED GROUND EXISTING TO REMAIN NEW E UNDERGROUND WALL MOUNTED CLOCK CLOCK/SPEAKER COMBINATION S SAFETY DISCONNECT SOUND END OF LINE RESISTOR DUCT SMOKE DETECTOR VISUAL- VISUAL DEVICE MANUAL PULL STATION HORN- AUDIBLE DEVICE AUDIBLE/VISUAL SMOKE DETECTOR HEAT DETECTOR BELL TAMPER SWITCHT P FLOW SWITCH AV V F H FIRE ALARM CONTROL PANEL REMOTE POWER SUPPLYRPS SPEAKER/VISUALSV FIRE ALARM SFD SMOKE FIRE DAMPER SDCO SDD SD H B SMOKE DETECTOR WITH CO WALL SURFACE MOUNT LINEAR TYPE LED COVE & UNDERCABINET LIGHT PER FIXTURE SCHEDULE J JUNCTION BOX SDV SMOKE DETECTOR WITH VISUAL A AMPERE AB AMP BREAKER ABAND ABANDONED ABV ABOVE AC ALTERNATING CURRENT AC-# AIR CONDITIONER ADJ ADJACENT AF AMP FUSE, AMP FRAME AFF ABOVE FINISH FLOOR AFG BOVE FINISH GRADE AIC AMPERES INTERRUPTING CAPACITY Al ALUMINUM AS AMP SWITCH RATING ATS AUTOMATIC TIME SWITCH ATS AUTOMATIC TRANSFER SWITCH AV AUDIBLE/AUDIO VISUAL AWG AMERICAN WIRE GAGE BFG BELOW FINISH GRADE BIL BASIC IMPULSE LEVEL BLDG BUILDING C CONDUIT -C- CATV CONDUIT CAB'T CABINET CATV CABLE TELEVISION CB CIRCUIT BREAKER, CODE BLUE CBC CA. BUILDING CODE CEC CA. ELECTRICAL CODE CA. ENERGY COMMISSION CF COMPACT FLUORESCENT CFC CALIFORNIA FIRE CODE CLG CEILING CL CENTER LINE CKT CIRCUIT CNT'R CONTRACTOR C.O. CONDUIT ONLY (W/PULLROPE) COND CONDUIT, CONDUCTOR CR CRITICAL BRANCH CSFM CALIFORNIA SFM CT CURRENT TRANSFORMER Cu COPPER CU-# CONDENSING UNIT D DEPTH DC DIRECT CURRENT DF DRINKING FOUNTAIN DIA DIAMETER DISC DISCONNECT DIST DISTRIBUTION DPST DOUBLE POLE SINGLE THROW DW DISHWASHER EM EMERGENCY (E) EXISTING EA EACH EB ELECTRONIC BALLAST EC ELECTRICAL CONTRACTOR EC-# EVAPORATIVE COOLER EF-# EXHAUST FAN EL EVENING LIGHT ELEC ELECTRICAL EM EMERG BATTERY BACKUP EMERGENCY BALLAST EMERG EMERGENCY EOL END OF LINE EQUIP'T EQUIPMENT ES ENERGY SAVING (EXN) (E) IN (N) LOCATION (EXR) (E) TO BE (R) EXT EXTERIOR F FLUORESCENT (F) FUTURE F-# FURNACE FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FAT FIRE ALARM TERMINAL FAU FORCED AIR UNIT FBO FURNISHED BY OTHERS FC-# FAN COIL FLA FULL LOAD AMPS FLR FLOOR FLUOR FLUORESCENT FS FUSIBLE SWITCH FVNR FULL VOLTAGE NON-REVERSING G GROUNDING CONDUCTOR GC GENERAL CONTRACTOR GD GARBAGE DISPOSAL GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL GWS GANG WITH SWITCH H HEIGHT, HIGH HACR HEATING, AC & REFRIG HID HIGH INTENSITY DISCHARGE HO HIGH OUTPUT HOA HAND-OFF-AUTO hp HORSEPOWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM IC INTERCOM ID IDENTIFICATION IDF INTERMEDIATE DISTRIBUTION FRAME IF INSIDE FROST IG ISOLATED GROUND J-BOX JUNCTION BOX k QUANTITY 1000 kVA KILOVOLTAMPS kW KILOWATT LC LIGHTING CONTACTOR LPS LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LS LIFE SAFETY BRANCH LT LIGHT LTG LIGHTING LV LOW VOLTAGE MC MECHANICAL CONTRACTOR MCA MINIMUM CKT AMPS MCB MAIN CIRCUIT BREAKER MCTB MAIN CATV TERMINAL BOARD MCTC MAIN CATV TERMINAL CABINET MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MFR MANUFACTURER MFS MAIN FUSIBLE SWITCH MH METAL HALIDE MLO MAIN LUGS ONLY MOCP MAXIMUM OCP MPOE MINIMUM POINT OF ENTRY MSB MAIN SWITCHBOARD MT MOUNT MT HT MOUNTING HEIGHT MTS MANUAL TRANSFER SWITCH MTTB MAIN TELEPHONE TERMINAL BOARD MTTC MAIN TELEPHONE TERMINAL CABINET MW MICROWAVE N NEUTRAL (GROUNDED CONDUCTOR) (N) NEW N3R NEMA 3R NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NAT'L ELEC MANUFACTURER'S ASSOC NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NPF NORMAL POWER FACTOR NTS NOT TO SCALE OC ON CENTER OCP OVERCURRENT PROTECTION OD OUTSIDE DIAMETER OH OVERHEAD OSA OFFICE of the STATE ARCHITECT OSHPD OFFICE of STATEWIDE HEALTH PLANNING & DEVELOPMENT OVLD OVERLOAD P POLE PA PUBLIC ADDRESS PB PULLBOX PC PULL CHAIN PC PHOTOCELL PC PLUMBING CONTRACTOR ph PHASE PNL PANEL POC POINT OF CONNECTION -PP- POWER PRIMARY -PS- POWER SECONDARY PV PHOTOVOLTAIC (R) RELOCATE(D) RECEPT RECEPTACLE REF REFRIGERATOR REQ'D REQUIRED RLA RATED LOAD AMPS RM ROOM RMC RIGID METAL CONDUIT RMV REMOVE RPLC REPLACE RS RAPID START SC SIGNAL CABINET SCC SHORT CKT CURRENT SFM STATE FIRE MARSHAL SHT SHEET SL SLIMLINE, SWITCH LEG SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SQ SQUARE STR'G STORAGE SURF SURFACE SVC SERVICE SW SWITCH T TRANSFORMER, TERMINAL -T- TELEPHONE CONDUIT (TBR) TO BE REMOVED TC TIME CLOCK TEL TELEPHONE TELCO TELEPHONE COMPANY TS TIME SWITCH TSO TIME SWITCH OVERRIDE TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET TX TRANSFORMER TYP TYPICAL TYP SIM TYPICAL SIMILAR UC UNDERCABINET, UNDERCOUNTER UG UNDERGROUND UGPS UNDERGROUND PULL SECTION UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED USA UG SVC ALERT 800-642-2444 VVOLT VA VOLT AMPERES VAC VOLT ALTERNATING CURRENT VHO VERY HIGH OUTPUT VOLT VOLTAGE VR VANDAL-RESISTANT W WIDTH, WATT, WIRE WH-# WATER HEATER WP WEATHERPROOF (NEMA 3R) XFMR TRANSFORMER +48 INDICATES MOUNTING HEIGHT AFF FIXTURE TYPE LIGHTING PLAN B-1,a CIRCUIT NUMBER A POWER PLAN - PROVIDE ALL BRANCH CIRCUIT WIRING FROM DEVICES TO PANEL(S) PER DESIGNATIONS/CIRCUIT NUMBERS. - EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AS INDICATED ON PANEL SCHEDULES. - HOME RUN CONDUITS SHALL BE 3/4"C, MAX OF (3) BRANCH CIRCUITS PER CONDUIT. - INCREASE HOME RUN CONDUIT SIZE TO 1"C FOR (4) BRANCH CIRCUITS OR MORE. - (**) DENOTES SPECIAL DEVICE/NAMEPLATE REQUIREMENTS. - PROVIDE ALL BRANCH CIRCUIT WIRING FROM FIXTURES TO PANEL(S) AS DESCRIBED BY CIRCUIT NUMBERS SHOWN. - PROVIDE ALL WIRING BETWEEN FIXTURES AND CONTROL DEVICES AS DESCRIBED IN REFERENCE NOTES AND/OR SHOWN BY SWITCHLEG DESIGNATIONS. - EXIT AND EMERGENCY LIGHT FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT CONDUCTOR. - HOME RUN CONDUITS SHALL BE 3/4"C., MAX OF (3) BRANCH CIRCUITS PER CONDUIT. - PROVIDE ALL BRANCH CIRCUIT WIRING FROM MECH. EQUIPMENT TO PANELS. SWITCHLEG DESIGNATION (WHERE SHOWN) DEVICE TYPE: SEE LEGEND MOUNTING HEIGHT: (WHERE NON-STANDARD) W - 48" ABOVE FINISHED FLOOR M - ABOVE COUNTER TOP (COORDINATION REQUIRED) TV - MOUNT AT TV HEIGHT (COORDINATION REQUIRED) CLG - CEILING MOUNT SPECIAL CONFIGURATION: WP - **WEATHER PROOF, PROVIDE WHILE IN USE COVER GFI - **GROUND FAULT CIRCUIT INTERRUPTED IG - ISOLATION GROUND GWS - GANG WITH SWITCH CONTROLLED RECEPTACLE: (IF APPLICABLE) SEE LIGHTING CONTROL DETAIL FOR ADDITIONAL INFORMATION CIRCUIT NUMBER: BRACKETS ('[]') DENOTE EXISTING CIRCUIT. PANEL DESIGNATION NOTE: THE INTENT OF THE DRAWINGS IS TO SHOW FIXTURE / DEVICE LOCATIONS AND PANEL DESIGNATIONS. ALL BRANCH CIRCUIT WIRING, MEETING THE CRITERIA NOTED ABOVE, WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. LIGHTING AND POWER PLANS SHOW AN ABOVE CEILING JUNCTION BOX / HOME RUN WITH CIRCUIT NUMBERS BY FIXTURES / DEVICES. PROVIDE ALL BRANCH CIRCUITING AS REQUIRED FOR A COMPLETE INSTALLATION. DOCUMENT ALL BRANCH CIRCUITING ON AS-BUILT DRAWINGS ACCURATELY REFLECTING THE INSTALLATION. CIRCUITING LEGEND ABBREVIATIONS 20A DUPLEX RECEPTACLE 20A (GFCI) GROUND FAULT CURRENT INTERRUPTER DEVICE 20A MOUNT ABOVE COUNTER PER ADA. MOUNT AT +48" MEASURED TO TOP OF BOX. WHILE-IN USE NEMA 3R COVER (TAYMAC #MX4280S OR ENGINEER APROVED EQUAL UNLESS OTHERWISE NOTED) FLOOR MOUNTED OUTLET GROUND BAR 20A CEILING MOUNTED OUTLET GANG WITH SWITCH DISCONNECT FUSE OR NON FUSED 20 DOUBLE DUPLEX RECEPTACLE TELEVISION OUTLET. VERIFY MOUNTING HEIGHT PRIOR TO ROUGH-IN. COMBINATION POWER/DATA FLOOR BOX. 20A SINGLE RECEPTACLE 20A DUPLEX- HALF SWITCHED 20A SWITCHED RECEPTACLE J DROP CORD RECEPTACLE 208V 1Ø RECEPTACLE 20AMP DUPLEX OUTLET WITH TYPE A AND TYPE C USB CHARGER SDS SMOKE DETECTOR WITH SOUND NOTE: "C" NEXT TO NOTIFICATION DEVICE ON PLANS DENOTES MOUNT AT CEILING J SF SF WALL MOUNTED SYSTEM FURNITURE COMMUNICATION CONNECTION. EL E C T R I C A L L E G E N D A N D A B B R E V I A T I O N S E-002 COMMUNICATION LEGEND TELE POWER POLE NEW FLUSH MOUNTED DATA OUTLET SHOWN. X DENOTES TOTAL CAT6A CABLES AND PORT FACEPLATE TV MOUNT DATA OUTLET AT TV HEIGHT. PROVIDE 1-CAT6A CABLE. WALL MOUNTED SYSTEM FURNITURE POWER CONNECTION. # CAM AP SECURITY CAMERA WIRELESS ACCESS POINT ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 272 of 1527 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 0 0 3 - E L E C T R I C A L S I N G L E L I N E D I A G R A M A N D S C H E D U L E S . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 1 (E) "MSB" SINGLE LINE DIAGRAM (E) "MSB" M PRIMARY SECONDARY 800A BUS, 120/208V, 3 PHASE 4 WIRE (E) PANEL A PANEL B PANEL C (E)PRIM (E)SEC (E)TRANSFORMER T-578 (E) 150A 3P EXISTING EXISTING EXISTING PANEL D EXISTING AC-1 AC-2 ELEVATOR EL E C T R I C A L S I N G L E L I N E E-003 A. ILLUSTRATIONS AND/OR DIMENSIONS ARE APPROXIMATIONS ONLY INTENDED TO REPRESENT BASIC FIXTURE TYPE; DO NOT USE AS EXACT INFORMATION SOURCE. REFER TO MANUFACTURER CUT SHEETS. B. EXACT LOCATIONS: BEFORE CONSTRUCTION, VERIFY WITH ARCHITECT EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT FIXTURES. SEE ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS AS APPLICABLE. C. FIXTURE BRANCH CIRCUIT THROUGH-WIRING: VERIFY AND COMPLY WITH FIXTURE MANUFACTURER RESTRICTIONS AS DETERMINED BY UL. & NEC. D. VERIFY CEILING TYPES/FINISHES FOR ALL RECESSED FIXTURES PRIOR TO FORWARDING SUBMITTALS. E. ALL RECESSED LUMINAIRES IN CEILINGS SHALL BE LISTED TYPE IC. (E) 150A 3P (E) 150A 3P (E) 100A 3P (E) 40A 3P SPARE (E) 200A 3P (E) 200A 3P (E) 150A 3P (E) 800A 3P, MAIN (E) 80A 2P LEVEL 2 EV CHARGER REFERENCE NOTES 1. EXISTING PANELBOARDS. SEE POWER / SIGNAL FLOOR PLANS FOR LOCATION. INFORMATION LOAD DESCRIPTIONS ON EXISTING PANELS WAS GAINED FROM ORIGINAL BUILDING ELECTRICAL PLANS AND SHALL BE FIELD VERIFIED. CONFIRM LOAD ON EACH CIRCUIT OF ALL EXISTING PANELS PROVIDE UPDATED TYPEWRITTEN CIRCUIT DIRECTORY (IN PLASTIC SLEEVE) FOR EACH EXISTING PANELBOARD. 2. DESIGN IN SITE SCOPE SEPARATE PERMIT. A. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED. B. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE THWN/THHN. C. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2). SINGLE LINE DIAGRAM NOTES FIXTURE SCHEDULE NOTES LIGHTING 2 "MSB" LOAD CALCULATIONS INTERIOR LIGHTING FIXTURE SCHEDULE MAX. VA.CATALOG NO.MANUFACTURERILLUSTRATIONTYPE LAMPING MOUNTING DESCRIPTIONVOLTAGE D1 LITHONIA LDN4 40/10 LO4 AR LD TRW MVOLT EZ1 MVOLT 11 LED 4000K RECESSED 4" RECESSED LED DOWNLIGHT. W1 LITHONIA FMVCCLS 24IN MVOLT BN MVOLT 18.12 LED 4000K WALL ABOVE MIRROR 2' CONTEMPORARY CYLINDER VANITY W2 LITHONIA MVOLT 34.86 LED 4000K 1 1 1 1 EXIT SIGN AND EMERGENCY LIGHTING FIXTURE SCHEDULE MAX. VA.CATALOG NO.MANUFACTURERILLUSTRATIONTYPE LAMPING MOUNTING DESCRIPTIONVOLTAGE X1 ISOLITE EDC-EM-R-1-XX-XX -MTEBP MVOLT 5LED UNIVERSAL UNIVERSAL MOUNT LED EXIT SIGN WITH UNIVERSAL FIELD SELECTABLE CHEVRONS AND EMERGENCY BATTERY BACKUP. X2 ISOLITE CMB-EM-R-U-XX -MTEBP-L1 MVOLT 8 LED UNIVERSAL XM ISOLITE BUG-3W-WH-MB MVOLT 6 LED SURFACE XM E ISOLITE OWL-EM-XX-MB MVOLT 17 LED WALL UNIVERSAL MOUNT LED EXIT SIGN AND EMERGENCY LIGHT COMBO WITH UNIVERSAL FIELD SELECTABLE CHEVRONS AND EMERGENCY BATTERY BACKUP. LED EMERGENCY LIGHT. EXTERIOR LED EMERGENCY LIGHT. FMVCCLS 48IN MVOLT BN WALL ABOVE MIRROR 4' CONTEMPORARY CYLINDER VANITY (SITE PROJECT) 2 1 ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 273 of 1527 UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 J "B" JJ J J J J J J J J J JJJJJJ V J JJ J JJ J J (TBR) (TBR)(TBR) (TBR) 7 E-201 10 E-201 30A, 120/250V, 1Ø 1 ED-101 EXISTING TELEPHONE BACKBOARD AND MAIN POINT OF ENTRY "A" "MSB" "FACP" S S (E)SAFE B-16 B-16 B-16 B-16 B-16 B-16 B-22 B-22 B-3,26 B-3 B-3 B-26 B-26 B-3 B-3 B-3 B-3,26 B-3 B-3,26 B-2 B-2 B-2 B-19 B-2 B-19 B-2 B-2 B-6,15 B-9,10,12J B-4,6,17 B-10,11 A-4 A-4B-8B-13,14B-13,14 A-4 B-22 A-20 A-20 A-20 A-20 A-20B-28 B-28 A-20 A-1 8 B-2 B-2 A-9 A-9A-24 A-9 A-9 A-4 A-16 A-15 A-13 A-13 A-13 A-17 A-13 A-13 A-16 A-9 A-9 A-16 A-16 A-36 A-36A-36 A-15 A-15 A-16 JJ SHARED OFFICE BUREAU SERGEANT 107 DETECTIVE EQUIPMENT 106 DRONE/EQUIP. STORAGE 105 STAIR MEN 118 WOMEN 119 HALL 115 JAN. ELECTRICAL 120 CIRCULATION 130 BRIEFING ROOM '122 MEETING 125 OFFICE 124 ELEV. STAIR LOBBY 100 STORAGE 111 OPEN OFFICE BREAK ROOM OFFICE HALL 2 2 2 (TBR) 2 (TBR)23 4 4 +84" 6 42 24222 2 2 4 66 4 2 2 (TBR) (TBR) (TBR) 1 2 (TBR) 2 3 3 4 17 5 6 7 8 9 (EXR) 10 J San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E D - 1 0 1 - 1 S T F L R P W R & S I G D E M O P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT NORTH SCALE: POWER / SIGNAL DEMOLITION FIRST FLOOR PLAN 3/16"=1'-0" PO W E R / S I G N A L D E M O L I T I O N F I R S T F L O O R P L A N ED-101 NOTE: ALL DEVICES SHOWN ON THIS PAGE ARE EXISTING UNLESS OTHERWISE NOTED) 1 EXISTING DATA RACK AT ELECTRICAL ROOM REFERENCE NOTES 1. REMOVE AND DISCONNECT OUTLET. 2. REMOVE AND DISCONNECT DATA WIRING FROM EXISTING DATA RACK. 3. REMOVE AND DISCONECT EXISTING OUTLET AT DEMO WALL. RE-USE EXISTING BRANCH CIRCUITS AT NEW OUTLETS. 4. EXISTING FLOOR BOX SHOWN ON AS-BUILT. FIELD VERIFY EXACT LOCATION UNDER CARPET. VERIFY EXISTING BRANCH CIRCUIT AND LABEL. 5. DISCONNECT/REMOVE EXISTING JUNCTION BOX AT FLOOR. CAP EXISTING CONDUIT. 6. EXISTING (17)CAT6 CABLES AT FLOOR. RE-USE (4)CAT6 FOR OUTLETS AT NEW WALL. TONE EXISTING CABLES NOT USED AND DISCONNECT CABLES AT EXISTING DATA RACK. PULL EXISTING CABLES FROM CEILING SPACE. COORDINATE WITH CITY IT FOR ADDITIONAL REQUIREMENTS PRIOR TO DEMO. CAP EXISTING CONDUITS. 7. RE-USE EXISTING BRANCH CIRCUIT TO POWER NEW OUTLETS AT NEW WALL. INTERCEPT EXISTING BRANCH CIRCUIT ABOVE T-BAR CEILING AND EXTEND NEW BRANCH CIRCUIT TO NEW OUTLETS. 8. EXISTING 6-DATA TO BE RELOCATED TO SOUTH WALL. 9. REMOVE EXISTING DOUBLE DUPLEX. RE-USE EXISTING BRANCH CIRCUITS FOR NEW SYSTEM FURNITURE. INTERCEPT EXISTING BRANCH CIRCUITS ABOVE-TBAR CEILING AND EXTEND NEW BRANCH CIRCUIT. 10. EXISTING FLOOR MOUNTED DATA RACK. PROVIDE AND INSTALL (2)48 CAT6A PORT AT EXISTING DATA RACK. HOMERUN ALL NEW FIRST FLOOR CAT6A CABLES TO THIS RACK. X ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 274 of 1527 UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 W "D" J J J J J H H V J W MM J J M J J J HD M I J 6 VI D E O S J J J J H 8 E-201 9 E-201 V V J V V V V P M (E)SYSTEM FURNITURE (POC) J (E)SYSTEM FURNITURE (POC) (E)ELEVATOR UNIT AND DISCONNECT V VV "C" 3 2 1 1 (EXR) ( E X R ) ( E X R ) ( E X R ) MEETING ROOM 202 PUBLIC AFFAIRS MANAGER 205 BOS. MANAGER 208 BREAK ROOM 207 INT. AFFAIRS LIEUT. 224 MENS 129 WOMENS 222 HALL STAIRS 144 SERVER 216 EQUIP. 220 BREAK ROOM 215CHIEF 214C ADMIN 214A DEPT. CHIEF 213 DEPT. CHIEF 211 ELEV. MECH 112 COPY ROOM 210 ELEV. CONF. 202 TRAIN/HIRING MANAGER 208 CRIME ANALYST 209 222 22 2 442 2 2 2 2 2 2 2 2 3 6 2 2 4 4 2 2 4 4 2 J J J 444 3 3 J 4 1 ED-102 5 5 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E D - 1 0 2 - 2 N D F L R P W R & S I G D E M O P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT REFERENCE NOTES 1. REMOVE EXISTING SURFACE MOUNT RACEWAY AT THIS AREA. 2. DISCONNECT EXISTING MOTORIZED SCREEN AND RECONNECT TO NEW LOCATION. 3. PROTECT EXISTING FLOOR BOXES IN THIS ROOM. 4. EXISTING WALL MOUNTED DATA RACK. PROVIDE AND INSTALL (1)24 CAT6A DATA PORT. HOMERUN ALL NEW SECOND FLOOR CAT6A TO THIS CABINET. 5. EXISTING SYSTEM FURNITURE CONNECTIONS. RE-USE (2) CAT6 CABLES AND TERMINATE TO NEW WALL TV OUTLETS. RE-USE THE REST OF THE CAT6 CABLES AND TERMINATE TO FACEPLATE AND STANDARD HEIGHT. FIELD VERIFY EXACT LOCATION OF SYSTEM FURNITURE. FURNITURE WERE IN THE WAY TO VERIFY IF THE SOUTH PILLAR HAD CONNECTIONS. RE-USE EXISTING BRANCH BRANCH CIRCUIT TO POWER NEW OUTLETS AT NEW WALL. NORTH SCALE: POWER / SIGNAL DEMOLITION SECOND FLOOR PLAN 3/16"=1'-0" PO W E R / S I G N A L D E M O L I T I O N S E C O N D F L O O R P L A N ED-102 NOTE: ALL DEVICES SHOWN ON THIS PAGE ARE EXISTING UNLESS OTHERWISE NOTED) EXISTING DATA RACK AT ELECTRICAL ROOM1 ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 275 of 1527 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 TV TV TV TV J B-6,15 TV TV TV J A-3 1 J A-38,40 TV J 4 CLGCLG 3 2 11 5 (E) "A" (E) "MSB" (E) "FACP" 8 SF SF J 12 1 1 1 1 12 1 J B-3,26 B-3 B-3 B-3 B-3,26 B-3 B-3,26B-3(N)6 (N) 3 3(N)(N) (E)(E) (E)(E) (E) B-3,26 B-26 (N) 3 3 3 3 3 3 3 3 3 3 (E) B-2 B-2 J B-10,11 B-10 B-10 3 B-10 J A-4 B-13 3 (E) (E) A-4B-8 (E) B-22 A-1 8 (N)6 (E)(E)(E) (E) A-20 A-20 A-20B-28 B-28 A-20 (E) (E) (E) (E) (E) (E) A-9 A-9 G G 10 6 CKT, B-6 CKT, B-6 CKT, B-6 CKT, B-6 CKT, B-15 CKT, B-6 CKT, B-15 CKT, B-15 CKT, B-15 CKT, B-15 (N)(N) (N) (N) (N) (N) (N) (N) (E) (N) (N) (N) (N) 6 (N) (N) (N)(N) (N) 9 7 7 (E) "B"8 SHARED OFFICE 126 BUREAU SERGEANT 107 DETECTIVE EQUIPMENT 106 DRONE/EQUIP. STORAGE 105 STAIR MEN 118 WOMEN 119 HALL 115 JAN. ELECTRICAL 120 CIRCULATION 130 BRIEFING ROOM 122 MEETING 125 OFFICE 124 ELEV. STAIR LOBBY 100 STORAGE 111 OPEN OFFICE BREAK ROOM 121 OFFICE 123 STORAGE 133 HALL 114 AP (N) AP (N) (N)G A-17 13 38 38 38 38 14 (N) 15 15 (E) 2 (E) 2 (E) 3 (E) 4 (E) 4 (E) 4(E) 2 (E) 4222 (E) 2 (E) 4 66 (N) 40 2 19 18 18 17 CAM 16 (N) 21 J 5 (EXN) 20 18 (E)(E)(E) 21 5 1 ED-101 22 (E) (E) A-15 21 (N)6 (E) (E)(E) San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 0 1 - 1 S T F L R P W R & S I G F L R P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT REFERENCE NOTES 1. PROVIDE 120V DEDICATED CIRCUIT FOR DOOR ACCESS CONTROL PANEL. COORDINATE EXACT LOCATION WITH CITY VENDOR PRIOR TO ROUGH-IN. CONNECT TO EXISTING SPARE BREAKER AT PANEL "A". 2. CONNECT TO MOTORIZED SCREEN. COORDINATE WITH MANUFACTURER INSTALLATION GUIDE PRIOR TO ROUGH-IN. 3. MOTORIZED SCREEN CONTROLLER. PROVIDE WIRING TO MOTORIZED SCREEN PER MANUFACTURER INSTALLATION GUIDE. 4. PROVIDE 120V CONNECTION TO PROJECTOR. VERIFY EXACT LOCATION WITH OWNER PROVIDED EQUIPMENT. 5. EXTEND EXISTING BRANCH CIRCUIT. 6. SYSTEM FURNITURE POINT OF CONNECTION. RE-USE EXISTING BRANCH CIRCUITS LOCATED ABOVE T-BAR CEILING. INTERCEPT AND EXTEND BRANCH CIRCUITS TO SYSTEM FURNITURE. COORDINATE WITH SYSTEM FURNITURE MANUFACTURE. 7. REPLACE EXISTING OUTLET WITH NEW GFCI OUTLET AND COVERPLATE. 8. EXISTING PANEL. 9. EXTEND EXISTING RECEPTACLE BRANCH CIRCUIT IN THIS ROOM TO NEW OUTLET(S). 10. EXISTING DATA OUTLET BOX IN THIS SYSTEM FURNITURE. FIELD VERIFY EXACT LOCATION. PROVIDE (3)NEW CAT6A CABLES. TYPICAL AT SYSTEM FURNITURES. 11. THIS DATA OUTLET FOR SYSTEM FURNITURE WILL REQUIRE A BOX AND 1-1/5" CONDUIT TO ACCOMMODATE (12)CAT6A CABLES. 12. PROVIDE 120V DEDICATED CIRCUIT FOR MOTORIZED BLACK OUT SHADES. COORDINATE WITH MANUFACTURER INSTALLATION GUIDE PRIOR TO ROUGH-IN. 13. CONNECTION TO NEW DRINKING FOUNTAIN. EXTEND EXISTING CIRCUIT FROM BREAK ROOM OUTLET. 14. PROVIDE (2)20A/1P BREAKER TO MATCH EXISTING TO SPACES 38 AND 40. PROVIDE UPDATED TYPED PANEL SCHEDULE. 15. WIRELESS ACCESS POINT FURNISHED AND INSTALLED BY OWNER. EC TO PROVIDE 2-PORT BISCUIT MOUNTED IN ACCESSIBLE CEILING SPACE. PROVIDE 1-CAT6A CABLES AND TERMINATE (FEMALE) AND TEST CABLE. 16. SECURITY CAMERA FURNISHED AND INSTALLED BY OWNER. EC TO PROVIDE 2-PORT BISCUIT MOUNTED IN ACCESSIBLE CEILING SPACE. PROVIDE 1-CAT6A CABLES AND TERMINATE (FEMALE) AND TEST CABLE. 17. PROVIDE 15FT TELE-POWER ONE COMPARTMENT POLE FOR (18)CAT6A TO TERMINATE AT SYSTEM FURNITURE DATA OUTLET BOXES. (WIREMOLD 30TC-2WH) EC TO PROVIDE ALL ACCESSORIES FOR A COMPLETE WORKING SYSTEM. 18. INTERCEPT EXISTING BRANCH CIRCUIT AT ACCESSIBLE CEILING SPCE NEAR EXISTING PILLAR AND EXTEND TO NEW OUTLET(S). 19. RE-USE EXISTING CAT6 CABLES AND TERMINATE AT TV AND STANDARD HEIGHT. 20. NEW LOCATION OF EXISTING DATA OUTLETS. 21. REPLACE EXISTING DUPLEX OUTLET WITH DOUBLE DUPLEX. CHANGE BOX, RING, DEVICE AND PLATE. 22. INSTALL 2-3" (EMT) CONDUIT SLEEVES ABOVE T-BAR CEILING TO FIRST FLOOR DATA RACK FOR NEW LOW VOLTAGE WIRING. NORTH SCALE: POWER / SIGNAL FIRST FLOOR PLAN 3/16"=1'-0" PO W E R / S I G N A L F I R S T F L O O R P L A N E-101 NOTE: CUT AND PATCH EXISTING WALLS WHERE NEW OUTLETS ARE SHOWN. ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 276 of 1527 UP UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 2 (E) (E) TV TV 3 8 (E) TV TV 3 TV TV 3 J J 3 CLGCLG (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (N) C-34,36 TV (E) (EXN) 3 C-38 11 1 (E) "C" 1 (E) "D" 4 5 6 10 (E) (E) 7 7 7 (E) DS 1 (IDU) 208V, 1ɸ 0.5 MCA 15 MOCP 2 12 M 13 C-40/42 14 15 36 34 36 36 3634 16 (E)G (E)G 17 17 2 (N) (N) (N)(N) 3 3 (N) (N) (N) (N)(E) 3 (E)(E) (E)(E)(E) (E) 6 1 1 6 1M (EX N ) (EX N ) (EXN ) (N) 31 M (N)G,M (N)G,M G,M G,M 18 (EXN) MEETING ROOM 202 PUBLIC AFFAIRS MANAGER 205 BOS. MANAGER 208 BREAK ROOM 207 INT. AFFAIRS LIEUT. 224 MENS 129 WOMENS 222 HALL STAIRS 144 SERVER 216 EQUIP. 220 BREAK ROOM 215 CHIEF 214C ADMIN 214A DEPT. CHIEF 213 DEPT. CHIEF 211 ELEV. MECH 112 COPY ROOM 210 ELEV. CONF. 202 TRAIN/HIRING MANAGER 208 CRIME ANALYST 209 JAN. (E) (E) TV TV 3 1 (E) (E)(E) (E) (E) AP (N) AP (N) 19 19 J J J 4 4 4 (E) (E)(E) 20 (E) 2 (E) 2 (E) 2 (E) 2 (E) 2 (E) 2 (N) 36(E) 6 (E) 2 (E) 4 (E) 4 (E) 2 (E) 2 M 2 (E) 2 (E) 2 (E) 2 (E) 2 (E) 2 (E) 2 (E) 3 (E) 6 (E) 2 (E) 2 (E) 4 (E) 4 (E) 2 W 2 (E) 4 (E) 4 3 22 22 22 6 6 23 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 1 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 0 2 - 2 N D F L R P W R & S I G F L R P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT REFERENCE NOTES 1. EXISTING BRANCH CIRCUIT PANELBOARD. 2. REPLACE EXISTING DUPLEX OUTLET WITH NEW DOUBLE DUPLEX OUTLET. 3. EXTEND EXISTING RECEPTACLE BRANCH CIRCUIT IN THIS ROOM TO NEW OUTLET(S). 4. CONNECT TO MOTORIZED SCREEN. COORDINATE WITH MANUFACTURER INSTALLATION GUIDE PRIOR TO ROUGH-IN. 5. MOTORIZED SCREEN CONTROLLER. PROVIDE WIRING TO MOTORIZED SCREEN PER MANUFACTURER INSTALLATION GUIDE. 6. PROVIDE 120V CONNECTION TO PROJECTOR. VERIFY EXACT LOCATION WITH OWNER PROVIDED EQUIPMENT. 7. RE-USE EXISTING BRANCH CIRCUIT FROM EXISTING SYSTEM FURNITURE CONNECTION. 8. RELOCATE EXISTING RECEPTACLE AND DATA OUTLET TO BE ABOVE NEW COUNTER SPACE. INTERCEPT EXISTING BRANCH CIRCUIT TO NEW LOCATION. PROVIDE NEW DUPLEX DEVICE AND PLATE. 9. NOT USED. 10. LOCATE FOR NEW COPIER. 11. PROVIDE NEW DEDICATED CIRCUIT AND OUTLET FOR EXISTING REFRIGERATOR. 12. EXISTING WALL MOUNTED DATA RACK. 13. PROVIDE LINE VOLTAGE CONNECTION TO MECHANICAL UNIT. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH MECHANICAL PLANS AND PROVIDE 2-POLE, NEMA 1 DISCONNECT PER MANUFACTURER'S REQUIREMENTS. 14. NEW DEDICATED 20A BRANCH CIRCUIT TO EXISTING PANEL "C". PROVIDE NEW 20A/2P CIRCUIT BREAKER IN PANEL AS DESIGNATED TO MATCH EXISTING. PROVIDE (1) 3/4" CONDUIT WITH (2) #12 THWN AND (1) #12 CU GROUND. 15. NEW DEDICATED 20A BRANCH CIRCUIT TO EXISTING PANEL "C". PROVIDE NEW 20A/1P CIRCUIT BREAKER IN PANEL AS DESIGNATED TO MATCH EXISTING. PROVIDE (1) 3/4" CONDUIT WITH (2) #12 THWN AND (1) #12 CU GROUND. 16. NEW 20A BRANCH CIRCUITS TO EXISTING PANEL "C". PROVIDE (2) NEW 20A/1P CIRCUIT BREAKERS IN PANEL AS DESIGNATED TO MATCH EXISTING. PROVIDE (1) 3/4" CONDUIT WITH (4) #12 THWN AND (1) #12 CU GROUND. 17. REPLACE EXISTING OUTLET WITH NEW GFCI OUTLET AND COVER. 18. REPLACE EXISTING SWITCH AND OUTLET WITH NEW DEVICE AND PLATES. PROVIDE NEW OUTLET AS SHOWN AND EXTEND EXISTING BRANCH CIRCUIT. RE-USE EXISTING BRANCH CIRCUIT FROM EXISTING OUTLET IN THIS LOCATION. 19. WIRELESS ACCESS POINT FURNISHED AND INSTALLED BY OWNER. EC TO PROVIDE 2-PORT BISCUIT MOUNTED IN ACCESSIBLE CEILING SPACE. PROVIDE 1-CAT6A CABLES AND TERMINATE (FEMALE) AND TEST CABLE. 20. MOVE EXISTING OUTLET TO NEW WALL. INTERCEPT EXISTING BRANCH CIRCUIT AND EXTEND TO NEW LOCATION. PROVIDE NEW DEVICE AND COVER PLATE. 21. RE-USE EXISTING CAT6 CABLES AND TERMINATE AT NEW TV OUTLET 22. TERMINATE ALL EXISTING CAT6 AT EXISTING SYSTEM FURNITURE LOCATION AT WALL OUTLET AT STANDARD HEIGHT. ASSUMED (26)EXISTING CAT6 CABLES FROM EXISTING SYSTEM FURNITURE. 23. PROVIDE 2"C (EMT) SLEEVE ABOVE T-BARD CEILING FROM 2ND FLOOR DATA CABINET FOR NEW CAT6A CABLES. NORTH SCALE: POWER / SIGNAL SECOND FLOOR PLAN 3/16"=1'-0" PO W E R / S I G N A L S E C O N D F L O O R P L A N E-102 NOTE: CUT AND PATCH EXISTING WALLS WHERE NEW OUTLETS ARE SHOWN. ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 277 of 1527 UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 4 - OS OS (EXR)(EXR)(EXR) (TBR) (TBR)(TBR) 3 - (TBR) (TBR) SHAREDOFFICE BUREAU SERGEANT 107 DETECTIVE EQUIPMENT 106 DRONE/EQUIP.STORAGE 105 STAIR MEN 118 WOMEN 119 HALL 115 JAN. ELECTRICAL 120 CIRCULATION 130 BRIEFINGROOM '122 MEETING 125 OFFICE 124 ELEV. STAIR LOBBY 100 STORAGE 111 OPENOFFICE BREAK ROOM OFFICE HALL 2 - 3 (EXR) 2 OS OS (EXR)3 (EXR) (NL) (NL) X2 (NL) (NL) 6 (N)XM (N) (NL) (NL) XM 7 4 4 OS 4 OS (N)XME 9 (NL) 10 10 10 10 (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E)(E)(E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG10 1010(N) CLG (N) XM 7 5 - (EXR) 12 (EXN) (EXN) (EXN)RPP WSWS,D (N) WS OSOSOSOS WS OSOSOSOS 1 SHARED OFFICE SHARED OFFICE 126 BU SER OS D1 W1 D1 1 1 W1 MEN 118 WOMEN 119 OS OS OS XM XMEOS X2 (EXN)(EXN) 9 (N)XM 10 6 4 4 4 OS 4 (N)XM 10 (N) XM 10 (E)(E) (E) (E) (E) (E) (E)(E) J 11 (N)X2 (EXN) (NL) 5 (EXN) 9 (N) X1 X2 (E) (E) (E) (EXN) (NL) (N) XME (N) XM CLG J OS (E) (EXN) 12 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 1 1 - 1 S T F L R L T G P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 1 EXISTING FIRST FLOOR LIGHTING PLAN SCALE: 1/8"=1'-0" 4 PARTIAL FIRST FLOOR LIGHTING PLAN AT SHARED OFFICE SCALE: 1/4"=1'-0" REFERENCE NOTES 1. EXTEND EXISTING LIGHTING BRANCH CIRCUIT IN THIS ROOM TO NEW LIGHT FIXTURES AND ASSOCIATED CONTROLS. 2. REPLACE EXISTING EXIT SIGN WITH EMERGENCY WITH NEW. 3. REMOVE WALL MOUNTED EXIT SIGN. PROVIDE NEW CEILING MOUNT EXIT SIGN AT NEW LOCATION. EXTEND EXISTING BRANCH CIRCUIT AT NEW LOCATION. 4. REPLACE EXISTING OCCUPANCY SENSOR WITH NEW ULTRASONIC OCCUPANCY SENSOR. 5. THESE SWITCHES CONTROL THE EXISTING DOWNLIGHTS AT OPEN OFFICE. LABEL SWITCHES. 6. REPLACE EXISTING EMERGENCY LIGHTING WITH NEW. 7. PROVIDE NEW EMERGENCY LIGHTING AT MID STAIR LANDING. EXTEND EXISTING BRANCH CIRCUIT. 8. EXISTING EMERGENCY LIGHTING WAS CONNECTED TO AN OUTLET. DISCONNECT AND REMOVE AND EXTEND EXISTING BRANCH CIRCUIT FROM EXISTING LIGHT IN THE SAME ROOM. 9. PROVIDE NEW EXTERIOR EMERGENCY LIGHTING EXTEND EXISTING BRANCH CIRCUIT FROM NEAREST UNSWITCHED LIGHTING BRANCH CIRCUIT. 10. PROVIDE NEW INTERIOR EMERGENCY LIGHTING. EXTEND EXISTING BRANCH CIRCUIT FROM UNSWITCHED LIGHTING BRANCH CIRCUIT. 11. PROVIDE NEW INTERIOR EXIT SIGN WITH EMERGENCY LIGHTING. EXTEND EXISTING BRANCH CIRCUIT FROM UNSWITCHED LIGHTING BRANCH CIRCUIT. 12. EXISTING SWITCH TO BE RELOCATED TO NEW WALL. EXTEND LIGHT EXISTING BRANCH CIRCUIT TO NEW LOCATION. BLANK EXISTING SWITCH LOCATION. PROVIDE NEW OCCUPANCY WALL SWITCH. L I G H T I N G F I R S T F L O O R P L A N E-111 PARTIAL FIRST FLOOR 3 LIGHTING PLAN AT RESTROOMS SCALE: 1/4"=1'-0" NORTH PARTIAL FIRST FLOOR 2 LIGHTING PLAN AT LOBBY SCALE: 1/4"=1'-0" 5 LIGHTING PLAN AT STORAGE 11 SCALE: 1/4"=1'-0" PARTIAL FIRST FLOOR ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 278 of 1527 UP 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 3 - 2 - MEETING ROOM 202 PUBLIC AFFAIRS MANAGER 205 BOS. MANAGER 208 BREAKROOM 207 INT. AFFAIRS LIEUT. 224 MENS 129 WOMENS 222 HALL STAIRS 144 SERVER 216 EQUIP. 220 BREAKROOM 215CHIEF 214C ADMIN 214A DEPT. CHIEF 213 DEPT.CHIEF 211ELEV.MECH 112 COPYROOM 210 ELEV. CONF. 202 TRAIN/HIRINGMANAGER 208 CRIME ANALYST 209 (NL) (NL) (NL)(NL) (NL) 2 (NL) (TBR)(TBR) (TBR) (TBR) (TBR)(EXR) 3 3 (EXR) (EXR) (EXR) (E) XM 4 4 4 4 4 XM4 (TBR) (TBR) (E) (E) (E)(E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E)(E) (E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E) (E)(E)(E)(E) (E) (E) (E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (TBR) (TBR) (E) (E)(E) (E) (E)(E) (E) (E) (E)(E) (E) (E) (N) XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) 4 2 (N) XM (CLG) 4 (E) (E)(E) (E)(E)(E) (E)(E) (E) (E)(E) (E)(E) (E)(E) (E) (E) WS OSOSOSOS WS OSOSOSOS WS,D RPP WS RPP WS WS,D WS,D aa aa b b bb b b b a 1 1 CHIEF 214C ADMIN 214A (EXN) W1 D1 D1 D1 D1 D1 D1 D1 D1 W2 OS LV OS LV LV LV 1 1 OS LV PP OS LV LV LV LV MENS 129 WOMENS 222 JAN. (EXN) (EXN) 5 6 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 1 2 - 2 N D F L R L T G P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 1 EXISTING SECOND FLOOR LIGHTING FLOOR PLAN SCALE: 1/8"=1'-0" 3 PARTIAL SECOND FLOOR LIGHTING PLAN @ ADMIN/CHIEF SCALE: 1/4"=1'-0" BATTERY POWERD WALL DIMMER, 1 GANG 1-POLE 0-10V DIMMING (NLIGHT AIR #RPODB DX) WS D,WS WIRELESS POWER RELAY PACK. 0-10V DIMMING (NLIGHT AIR #RPP20)RPP WS OSOSOSOS CEILING OCC SENSOR BATTERY POWERED (NLIGHT AIR #RCMSB 7 AR) LIGHTING CONTROL SYMBOLS LEGEND (EXR) = EXISTING TO BE RELOCATED (EXN) = EXISTING NEW LOCATION (E) = EXISTING (E)EXISTING SWITCH TO REMAIN (TBR)EXISTING SWITCH TO BE REMOVED LI G H T I N G S E C O N D F L O O R P L A N E-112 PARTIAL SECOND FLOOR 2 LIGHTING PLAN AT RESTROOMS SCALE: 1/4"=1'-0" REFERENCE NOTES 1. EXTEND EXISTING LIGHTING BRANCH CIRCUIT IN THIS ROOM TO NEW LIGHT FIXTURES AND ASSOCIATED CONTROLS. 2. REPLACE EXISTING EMERGENCY LIGHTING WITH NEW. 3. EXISTING SWITCH TO REPLACE WITH NEW DEVICE AND COVER PLATE. 4. PROVIDE NEW EMERGENCY LIGHT. EXTEND BRANCH CIRCUIT FROM UNSWITCH LIGHTING BRANCH CIRCUIT. 5. NEW LOCATION OF EXISTING EXIT SIGN. COVER CHEVRON. INTERCEPT EXISTING BRANCH CIRCUIT FROM OLD LOCATION AND EXTEND TO NEW LOCATION. 6. NEW LOCATION OF EXISTING LIGHT. INTERCEPT EXISTING BRANCH CIRCUIT FROM OLD LOCATION AND EXTEND TO NEW LOCATION. NORTH ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 279 of 1527 3.4 2.4 2.1 2.5 5.1 8.8 4.4 2.7 0.8 1.0 0.9 0.8 5.8 3.1 2.5 2.7 5.1 1.00.30.3 0.8 0.2 0.7 2.4 3.74.2 2.3 1.2 1.1 2.0 7.4 10.4 9.8 6.2 1.6 0.9 1.7 4.4 10.7 4.5 1.5 2.6 2.9 9.1 9.7 1.27.27.16.5 4.1 4.5 3.7 3.4 3.7 1.0 2.5 2.5 2.8 3.6 1.2 8.9 6.0 5.6 1.6 2.9 3.1 3.6 4.6 6.5 4.2 2.4 1.5 1.2 1.1 0.8 0.6 0.4 0.4 0.3 0.5 0.9 1.4 2.0 1.7 1.4 0.9 0.6 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.6 0.9 1.3 1.8 3.1 4.4 5.2 5.2 0.7 0.5 0.8 1.6 7.0 3.30.90.40.20.20.20.20.20.20.20.30.50.9 1.4 1.7 1.2 0.8 0.6 0.8 1.2 1.7 1.3 0.8 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.7 0.9 1.5 1.5 1.0 0.7 0.7 1.1 1.8 2.7 2.9 1.0 2.0 4.1 9.3 5.23.01.81.21.1 3.4 2.4 2.1 2.5 5.1 8.8 4.4 2.7 0.8 1.0 0.9 0.8 5.8 3.1 2.5 2.7 5.1 1.00.30.3 0.8 0.2 0.7 2.4 3.74.2 2.3 1.2 1.1 2.0 7.4 10.4 9.8 6.2 1.6 0.9 1.7 4.4 10.7 4.5 1.5 2.6 2.9 9.1 9.7 1.27.27.16.5 4.1 4.5 3.7 3.4 3.7 1.0 2.5 2.5 2.8 3.6 1.2 8.9 6.0 5.6 1.6 2.9 3.1 3.6 4.6 6.5 4.2 2.4 1.5 1.2 1.1 0.8 0.6 0.4 0.4 0.3 0.5 0.9 1.4 2.0 1.7 1.4 0.9 0.6 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.6 0.9 1.3 1.8 3.1 4.4 5.2 5.2 0.7 0.5 0.8 1.6 7.0 3.30.90.40.20.20.20.20.20.20.20.30.50.9 1.4 1.7 1.2 0.8 0.6 0.8 1.2 1.7 1.3 0.8 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.7 0.9 1.5 1.5 1.0 0.7 0.7 1.1 1.8 2.7 2.9 1.0 2.0 4.1 9.3 5.23.01.81.21.1 X2 (N)XM (N)XM (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N) XM CLG (N)XM X2(EXN) (N)XM (N)XM (N) XM (N)X2 (N) X1 X2 (N) XM CLG 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 (N) (N)XM (N)XME (N)XME (N)XME 14.1 1.9 1.1 1.1 2.8 13.2 11.1 2.6 1.3 1.1 1.2 4.4 2.2 1.8 1.7 1.9 2.2 4.0 4.2 1.6 0.9 0.9 0.8 0.8 1.3 9.1 19.7 4.0 2.51.11.11.11.12.0 3.1 2.2 7.2 3.52.52.8 1.8 2.6 1.3 0.7 0.6 0.7 1.1 3.2 3.9 4.3 1.7 1.0 1.0 1.0 1.4 3.7 19.2 12.4 4.9 2.0 3.1 16.8 14.1 1.9 1.1 1.1 2.8 13.2 11.1 2.6 1.3 1.1 1.2 4.4 2.2 1.8 1.7 1.9 2.2 4.0 4.2 1.6 0.9 0.9 0.8 0.8 1.3 9.1 19.7 4.0 2.51.11.11.11.12.0 3.1 2.2 7.2 3.52.52.8 1.8 2.6 1.3 0.7 0.6 0.7 1.1 3.2 3.9 4.3 1.7 1.0 1.0 1.0 1.4 3.7 19.2 12.4 4.9 2.0 3.1 16.8 (EXN)XM 4 4 (E) (N) XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N)XM (CLG) (N) XM (CLG) (N)XM (CLG) XM UP UP 1 1 A B G 4 5 14 15 18 18 E D 6 13 8 11 3 16791012 F 2 2 C 17 17 (E) 1 1 (E) San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 1 3 - L T G E M P H O T O M E T R I C S P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 1 FIRST FLOOR EM PHOTOMETRIC PLAN SCALE: 1/8"=1'-0" L I G H T I N G E M E R G E N C Y P H O T O M E T R I C P L A N E-113 NORTH 2 SECOND FLOOR EM PHOTOMETRIC PLAN SCALE: 1/8"=1'-0" CBC 1008.3.5 ILLUMINATION LEVEL UNDER EMERGENCY POWER EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGE TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT0.1 FOOT-CANDLE MEASURE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATION OF 40 TO 1 SHALL NOT BE EXCEEDED. LEGEND EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACK-UP EXIT SIGN WITH EMERGENCY LIGHT AND 90 MINUTE BATTERY BACK-UP EXIT SIGN WITH 90 MINUTE BATTERY BACK-UP REFERENCE NOTES 1. REFER TO 1ST FLOOR STAIRWELL FOR LIGHT LEVELS UNDER EMERGENCY. 1 ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 280 of 1527 1 1 A A B B G G 4 5 14 15 18 18 E E D D 6 13 8 11 3 16791012 F F 2 2 C C 17 17 DS 1 (ODU) 208V, 1ɸ 16.5 MCA 20 MOCP 1C-39/41 2 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 1 2 1 - R O O F P L N . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT EL E C T R I C A L R O O F P L A N E-121 REFERENCE NOTES 1. PROVIDE LINE VOLTAGE CONNECTION TO MECHANICAL UNIT. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH MECHANICAL PLANS AND PROVIDE 2-POLE, NEMA 3R DISCONNECT PER MANUFACTURER'S REQUIREMENTS. 2. NEW DEDICATED 20A BRANCH CIRCUIT TO EXISTING PANEL "C". PROVIDE NEW 20A/2P CIRCUIT BREAKER IN PANEL AS DESIGNATED TO MATCH EXISTING. PROVIDE (1) 3/4" CONDUIT WITH (2) #12 THWN AND (1) #12 CU GROUND. NORTH SCALE: POWER SIGNAL SECOND FLOOR PLAN 3/16"=1'-0" ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 281 of 1527 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 2 0 1 - E L E C D E T A I L S . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT 3 TYPICAL DEVICE ADA MOUNTING HEIGHTS SCALE: NTS 34 " M A X I M U M 46 " M A X I M U M - S I D E R E A C H 24" MAXIMUM MOUNTING HEIGHT OVER OBSTRUCTION 15 " MI N I M U M TO BOTTOM OF WIRING DEVICE OUTLET BOX TO TOP OF SWITCH, THERMOSTAT, OUTLET, OR CONTROL DEVICE TO TOP OF SWITCH, THERMOSTAT, OUTLET, OR CONTROL DEVICE FINISH FLOOR FINISH FLOOR * N O F O R W A R D R E A C H A L L O W E D 48 " MA X I M U M UN L E S S K N E E S P A C E I S P R O V I D E D * 2 7 " C L R FIXTURES LESS THAN 50 LBS PROVIDE POSITIVE FASTENING TO T-BAR GRID AT EACH END OF FIXTURE. ATTACH WITH #8 FLAT HEAD SHEET METAL SCREW T-BAR CEILING GRID, SEE ARCHITECTURAL REFLECTED CEILING PLANS. LIGHTING FIXTURE PER FIXTURE SCHEDULES. REFER TO ARCHITECTURAL DETAILS FOR ATTACHMENT TO STRUCTURE. CEILING SUPPORT WIRES. MINIMUM (3) TIGHT TURNS IN 1-1/2". HEAVY DUTY GRID SYSTEM PROVIDE #12 GA. SLACK SUPPORT WIRES AT 2 DIAGONALLY OPPOSITE CORNERS FOR FIXTURES UP TO 50 LBS. (FIXTURES ABOVE 50 LBS. SHALL BE INDEPENDENTLY SUPPORTED AS NOTED BELOW). AT STUD WALL AT CMU WALL REFERENCE NOTES HEIGHT SEE ARCH. PLANS FOR MOUNTING OUTLET BOX PROVIDE #10x1" HEX HEAD SELF-TAPPING SCREWS AT FIXTURE MOUNTING POINTS. (MINIMUM OF 2) TO BACKING OR WALL STUDS METAL WALL STUD, SEE ARCH. PLANS. WALL FINISH, SEE ARCH. PLANS. WALL STUD BACKING PER 14-X/S105. 1. SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. OR LESS) 2. CONCRETE MASONRY WALL. 3. 3/8" DIA. HILTI KB3 , PER ICC ESR-2302. PROVIDE MINIMUM 2-1/2" EMBEDMENT. NOTE: FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FOR CLARIFICATION. LIGHTING FIXTURE PER FIXTURE SCHEDULE ON SHEET X/E105. PLAN PLAN FIRE PUTTY IS NOT REQUIRED IF ONLY ONE BOX IS INSTALLED ON EITHER SIDE OF 100 SF OF WALL. 2 1 3 WRAP FIRE PUTTY PADS OVER FITTING WRAP FIRESTOP PUTTY PADS OVER ENTIRE BOX. OVERLAP ON TOP, BOTTOM & SIDES. OUTLET BOX. REFER TO PLANS AND SPECIFICATION FOR TYPE, SIZE & QUANTITY. PROVIDE 1/4" BEAD OF INSULATING PUTTY TO SEAL BETWEEN PLASTER RING & DRYWALL FILL GAP BETWEEN PLASTER RING AND DRYWALL WITH PLASTER PLASTER RING. REFER TO ARCHITECTURAL PLANS FOR WALL TYPE AND PROVIDE RING DEPTH TO MATCH DRYWALL DEPTH FLUSH MOUNTED J-BOX FINISH WALL 6 DEVICE INSTALLATION - RATED WALLS SCALE: NTS 5 LAY-IN BAR FIXTURE MOUNTING DETAIL SCALE: NTS 4 SURFACE MOUNT FIXTURE DETAIL SCALE: NTS 9 IMAGE AT ROOM 202 8 IMAGE AT ROOM 214 7 IMAGE AT ROOM 123 12 TYPICAL MODULAR FUNITURE FEED DETAIL 10 IMAGE AT OPEN OFFICE FLOOR LIQUID-TIGHT FLEXIBLE CONDUIT 90° CONDUIT CONNECTOR-REVERSIBLE (PROTRUDES WIDTH OF CONDUIT) CONNECTION DISTRIBUTION HARNESS INSET BUILDING WALL TO PANEL BASE LIQUID-TIGHT FLEXIBLE CONDUIT PARTITION CONNECTION, SEE INSET IF NOT PRE-PUNCHED, USE HOLE SAW OR PUNCH TO MAKE HOLE FOR FLEX FITTING. INSTALL CABLES INTO FURNITURE CABLE CHANNEL. FLUSH, WALL MOUNTED POWER FEED J-BOX WITH EXTENSION BOX. SEE PLAN FOR NUMBER OF CIRCUITS. FLUSH, WALL MOUNTED COMMUNICATIONS FEED J-BOX WITH EXTENSION BOX. SEE COMMUNICATIONS PLAN FOR NUMBER OF CABLES. CARLON FLEX CONDUIT, SAME SIZE AS RACEWAY IN WALL, WITH COMMUNICATIONS CABLE. RECEPTACLE LOCATIONS EL E C T R I C A L D E T A I L S E-201 EXISTING 14-CAT6 CABLES. REMOVED CABLES AND DISCONNECT AT "MDF" IN ELECTRICAL ROOM. DO NOT CUT CABLES. 11 1 SCALE: NTS 2 ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 282 of 1527 San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 S e p 1 3 , 2 0 2 4 - 1 2 : 4 2 p m - C h r i s - K : \ E N G \ 2 0 2 4 \ 2 4 - 8 0 2 6 \ 2 4 - 8 0 2 6 _ E - 3 0 1 - T 2 4 F O R M S . d w g 2000577-04 11 0 6 W A L N U T T E N A N T I M P R O V E M E N T CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION As indicated TR 6/20/2024 CJ ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A RE E G I N ORPD NA OIEFSS L EXPIRES: 09/30/26 THOMA #24-8026 CJ JT TI T L E 2 4 E N E R G Y F O R M S - I N T E R I O R L I G H T I N G E-301 ERE T Y M.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS LERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A REE G I N ORPD NA OIEFSS L Page 283 of 1527 Page 284 of 1527 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO 1106 Walnut Tenant Improvements Specification No. 2000577-04 NOVEMBER 2024 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 285 of 1527 1106 Walnut Tenant Improvements Specification No. 2000577-04 Approval Date: November 12, 2024 <<Engineer of Record Stamp>> <<Signature Date>> <<Signature Date>> Page 286 of 1527 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD .................................................................................................................................................... IV ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR 1106 WALNUT TENANT IMPROVEMENTS, SPECIFICATION NO. 2000577- 04 ............................................................................................................................................................... A LIST OF SUBCONTRACTORS ................................................................................................................ C PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. D PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D NON-COLLUSION DECLARATION .......................................................................................................... F BIDDER ACKNOWLEDGEMENTS .......................................................................................................... G QUALIFICATIONS .................................................................................................................................... H ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................... I SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1 4 SCOPE OF WORK ............................................................................................................................. 2 5 CONTROL OF WORK ........................................................................................................................ 2 8 PROSECUTION AND PROGRESS ................................................................................................... 2 9 PAYMENT ........................................................................................................................................... 2 DIVISION XI MATERIALS ..................................................................................................................... 3 91 PAINT ............................................................................................................................................... 3 DIVISION XII BUILDING CONSTRUCTION ............................................................................................. 3 99 BUILDING CONSTRUCTION ........................................................................................................... 3 DIVISION XIII APPENDICES .................................................................................................................... 3 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – SUPPLEMENTAL TECHNICAL SPECIFICATIONS ................................ APPENDIX C – CITY COMMUNICATION CABLING SPECIFICATIONS ......................... APPENDIX D – FURNITURE SCHEDULE ....................................................................... Page 287 of 1527 APPENDIX E – LEAD AND ASBESTOS REPORT ........................................................... APPENDIX F – CONDENSER STRUCTURAL CALCULATIONS ..................................... Page 288 of 1527 NOTICE TO BIDDERS i NOTICE TO BIDDERS BID SUBMISSION Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until 11:00 a.m. on December 19, 2024 at which time they will be publicly opened and read aloud. Public bid opening may also be viewed via Microsoft Teams video conference and conference call. Use the following link: or join by phone with this number: (209)645-4165 with Conference ID:XXXXXXXX Submit bid in a sealed envelope plainly marked: 1106 Walnut Tenant Improvements, Specification No. 2000577-04 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered. By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents. All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions. Each bid must be accompanied by either a: 1. certified check 2. cashier's check 3. bidder's bond made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract. The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid. All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List. Page 289 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS ii Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code. The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids. Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects. BID DOCUMENTS A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals No printed copies are available for purchase at the City office. Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer. Contact the project manager, Sandra Golonka at 805-781-7239 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued. PROJECT INFORMATION In general, the project consists of remodeling and tenant improvement of existing interior office space. The project estimated construction cost is $1,470,000 Contract time is established as 80 working days. The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time. Page 290 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS iii In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. There will be a MANDATORY walkthrough on Wednesday, December 4, 2024 at 11 am. Prime contractors wishing to submit a bid proposal are required to attend and sign in at the meeting. Bidders must meet City Staff at 1106 Walnut Street in San Luis Obispo, California. QUALIFICATIONS You must possess a valid Class B Contractor's License at the time of the bid opening. You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date. One of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. Two of the referenced projects must be for tenant improvements. One of the referenced projects must be for an office rehabilitation with electrical work. Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive. The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions. The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the 1. knowledge Page 291 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS iv 2. experience, 3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City. Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders. It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award. Protests must be filed no later than five working days after either: 1. bid opening date 2. notification of rejected bid. Protest must be in writing and received by the project manager located at: 919 Palm Street San Luis Obispo, CA 93401. Valid protests must contain the following information: 1. the reasons for the protest 2. any supporting documentation 3. the ruling expected by the City to remedy the protest. Any protest not containing all required information will be deemed invalid and rejected. The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered. The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination. If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code. Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request. AWARD The lowest bidder will be determined using the TOTAL PROJECT BID. As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications. Page 292 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS v You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263. ACCOMMODATION If any accommodations are needed to participate in the bid process, please contact Allie Genard at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781- 7107. Requests should be made as early as possible in the bidding process to allow time for accommodation. Page 293 of 1527 BID FORMS A BID FORMS All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together. THE UNDERSIGNED, agrees that they have carefully examined: 1. the location of the proposed work 2. the plans and specifications 3. read the accompanying instructions to bidders and propose to furnish all: 1. materials 2. labor to complete all the required work satisfactorily in compliance with 3. plans 4. specifications 5. special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR 1106 WALNUT TENANT IMPROVEMENTS, SPECIFICATION NO. 2000577-04 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 99 1st Floor Office Rehabilitation LS 1 --- 2 99 2nd Floor Office Rehabilitation LS 1 --- 3 99 Replace Existing Exterior Signage LS 1 --- 4 99 Flooring Removal and Replacement SQFT 9400 5 99 Furniture Purchase and Installation LS 1 --- 6 99 Relocate 2nd Floor Cubicles to 1st Floor LS 1 --- 7 99 Ductless Split HVAC System for 2nd Floor Server Room LS 1 --- 8 91,99 Painting LS 1 --- 9 99 Electrical and Communication Improvements LS 1 --- 10 99 1st Floor Restroom Rehabilitation LS 1 --- 11 99 2nd Floor Restroom Rehabilitation LS 1 --- 12 99 Remove and Replace Casework for 2nd Floor Breakroom LS 1 --- 13 99 Hydration Station EA 1 Bid Total (or Base Bid) $ Company Name: Page 294 of 1527 BID FORMS BID FORMS B (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. (S) Specialty item per Section 5-1.13A SUBCONTRACTING, General of the Standard Specifications (F) final pay item per Section 9-1.02A Page 295 of 1527 BID FORMS BID FORMS C LIST OF SUBCONTRACTORS Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications. For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed. NOTE: If there are no subcontractors, write “NONE” and submit with bid. Name Under Which Subcontractor is Licensed License Number DIR Public Works Registration Number Address and Phone Number of Office, Mill or Shop Specific Description of Subcontract % of Total Base Bid Attach additional sheets as needed. Page 296 of 1527 BID FORMS BID FORMS D PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board. LABOR CODE SECTION 1725.5 STATEMENTS The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is Page 297 of 1527 BID FORMS BID FORMS E under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. Yes No The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes No NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 298 of 1527 BID FORMS BID FORMS F NON-COLLUSION DECLARATION I, , declare that I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed on , 20 , in __ I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. (Signature and Title of Declarant) (SEAL) Subscribed and sworn to before me this _______day of _________, 20_____ Notary Public Company Name:____________________ Page 299 of 1527 BID FORMS BID FORMS G BIDDER ACKNOWLEDGEMENTS By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.) The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo. Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date . The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City. Signature of Bidder (Print Name and Title of Bidder) DIR– Public Works Registration No: Business Name (DBA): Owner/Legal Name: Indicate One: Sole-proprietor  Partnership Corporation List Partners/Corporate Officers: Name Title Name Title Name Title Business Address Street Address Mailing Address City, State, Zip Code Phone Number Fax Number Email Address Date Page 300 of 1527 BID FORMS BID FORMS H QUALIFICATIONS Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form. Reference Number 1 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include tenant improvement activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 2 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include tenant improvement activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 3 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include office rehabilitation with electrical work? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Page 301 of 1527 BID FORMS BID FORMS I ATTACH BIDDER'S BOND TO ACCOMPANY BID Know all men by these presents: That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of: ____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents: THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, ______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____. Bidder Principal: Signature Date Title: Surety: Bidder's signature is not required to be notarized. Surety's signature must be notarized. Equivalent form may be substituted (Rev. 6-30-14) Page 302 of 1527 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS ORGANIZATION Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. DIVISION I GENERAL PROVISIONS 1 GENERAL Add to Section 1-1.01 GENERAL: The work must be done in compliance with the City of San Luis Obispo, Department of Public Works: 1. 1106 Walnut Fencing Improvements Special Provisions 2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition 3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition In case of conflict between documents, governing ranking must comply with section 5- 1.02 of the City of San Luis Obispo’s Standard Specifications. All work must conform to these Special Provisions and appendices, project plans, and the most current Building Codes. In the event of a conflict, the more stringent requirement shall apply. Failure to comply with the provisions of these sections is a material breach of contract: 1. Sections 5 through 8 of the Standard Specifications 2. Section 12 through 15 of the Standard Specifications 3. Section 77-1 of the Standard Specifications 4. Section 81 of the Standard Specifications 5. authorized working hours 6. OSHA compliance 3 CONTRACT AWARD AND EXECUTION Add Section 3-1.18B CONTRACT EXECUTION, Building Permit 3-1.18B Building Permit The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project. The contractor is responsible for coordinating inspection with the building division for the project. Request for the inspection must be scheduled 72 hours in advance of the required inspection. Page 303 of 1527 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION with: Comply with the provisions of Section 91, and 99 for general, material, construction, and payment specifics. 5 CONTROL OF WORK Add to Section 5-1.01 GENERAL with: The Contractor is required to supply a weather safe storage area for all furniture to be reused if stored outside. The Contractor is allowed to use the 1106 Walnut parking lot for staging equipment and materials with the exception of the two rows in front of the main entrance. City staff will vacate the building during construction. Construction equipment will be allowed to be kept on-site after hours and over weekends provided it is fully contained within the fenced and secured work site and is not accessible to the public. Work hours are restricted to 7:00 a.m. to 4:00 p.m. Monday through Friday. Replace Section 5-1.32 AREAS FOR USE with: Contractor shall be allowed to area for parking, staging, and construction within the property limits. 8 PROSECUTION AND PROGRESS Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with: Provide a Level 1 schedule for this work. Add to Section 8-1.03 PRECONSTRUCTION CONFERENCE: 14. Schedule of Values for all lump sum bid items 9 PAYMENT Add to Section 9-1.02A MEASUREMENT, General with: Contractor must submit a Schedule of Values for all lump sum bid items of work at the Preconstruction Meeting in compliance with Section 9-1.16B. Payment application pay items shall match the bid item sheet and subcategories to a pay item will not be allowed. Payment for Lump Sum items will be based on the percentage of acceptable work and the schedule of values for that item. Page 304 of 1527 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 Add to Section 9-1.03 PAYMENT SCOPE with: Any item of work that does not have separate bid item is considered included in the project cost of work and no additional compensation will be paid. DIVISION XI MATERIALS 91 PAINT Add to Section 91-1.01 GENERAL: Contractor must provide 1 gallon of each paint color used during the project for building maintenance staff. Cost for paint provided for building maintenance staff shall be included in the price of the Office Rehabilitation Lump Sum bid item. See Appendix B for Technical Specifications See Appendix C for City Communication Cabling Specifications See Appendix D for Furniture Schedule See Appendix F: Condenser Structural Calculations DIVISION XII BUILDING CONSTRUCTION 99 BUILDING CONSTRUCTION DIVISION XIII APPENDICES Add Section 100-1.01 APPENDICES: Refer to Appendix A: Form of Agreement Refer to Appendix B: Supplemental Technical Specifications Refer to Appendix C: City Communication Cabling Specifications Refer to Appendix D: Furniture Schedule Refer to Appendix E: Lead and Asbestos Testing Report Refer to Appendix F: Condenser Structural Calculations Page 305 of 1527 APPENDIX APPENDIX 0 APPENDIX A - FORM OF AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NAME OF PROJECT, SPEC NO. in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item No. Item Unit of Measure Estimated Quantity Item Price (in figures) Total (in figures) 1. 2. 3. BID TOTAL: $ .00 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. Page 306 of 1527 APPENDIX APPENDIX 1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In Page 307 of 1527 APPENDIX APPENDIX 2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Whitney McDonald, City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 308 of 1527 APPENDIX APPENDIX 3 APPENDIX B – SUPPLEMENTAL TECHNICAL SPECIFICATIONS Page 309 of 1527 APPENDIX APPENDIX 4 APPENDIX C – CITY COMMUNICATION CABLING SPECIFICATIONS Page 310 of 1527 APPENDIX APPENDIX 5 APPENDIX D – FURNITURE SCHEDULE Page 311 of 1527 APPENDIX APPENDIX 6 APPENDIX E – LEAD AND ASBESTOS REPORT Page 312 of 1527 APPENDIX APPENDIX 7 APPENDIX F – CONDENSER STRUCTURAL CALCULATIONS Page 313 of 1527 Page 314 of 1527 Page 315 of 1527 Page 316 of 1527 WA L N U T S T . XXX EX-02 EX-02 EX-02 EX-02 EX-01 EX-05 EX-02 DE-01 EX-05 EX-03 EX-03 EX-05 DE-05 DE-03 DE-02 DE-02 25 ' - 1 1 " DE-09 EX-02 DE-09 APPROX. 52' EXISTING FENCE DE-11 DE-07 EX-06 DE-12 APPROX. 78 ' DE - 1 2 A P P R O X . 3 6 ' EX-04 EX-08 1' DE-13 1' EX-09 EX-09 DE-01 DE-01 DE-14 DE-02 SEE TREE PROTECTION NOTES FOR ALL WORK UNDER EXISTING TREES DEMOLITION CODE DESCRIPTIONCLEAR AND GRUB EXISTING VEGETATION. PROTECT OR RELOCATE IRRIGATION EQUIPMENT FOR IMPROVEMENTS. IRRIGATION SHALL REMAIN IN WORKING ORDER UPON COMPLETION OF PROJECT. PROTECT EXISTING ELECTRICAL CONDUIT, REFER TO ELECTRICAL PLANS PRIOR TO CONSTRUCTION ACTIVITY.REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE OCCURS REMOVE EXISTING ASPHALT REMOVE EXISTING BIKE RACK REMOVE EXISTING GUARDRAIL REMOVE EXISTING PAVER TURF EDGING REMOVE EXISTING TREE STUMP RELOCATE EXISTING IRRIGATION MAINLAINE, VALVES, AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR.REMOVE EXISTING WOOD FENCE REMOVE EXISTING PAVERS/CONCRETE FOR NEW FENCE AND GATE POSTS, SEE LC SHEETS. REMOVE EXISTING CURB TRIM AND REMOVE EXISTING VINE OFF OF WALL AND FENCE TO FULL HEIGHT REMOVE EXISTING WHEEL STOP REMOVE EXISTING STORM DRAINS BETWEEN BUILDING AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW STORMDRAIN CONNECTION. DE-01 DE-02 DE-03 DE-04 DE-05 DE-06 DE-07 DE-08 DE-09 DE-10 DE-11 DE-12 DE-13 DE-14 DEMOLITION EXISTING TO REMAIN CODE DESCRIPTION EXISTING WOOD FENCE, PROTECT IN PLACE EXISTING LIGHT, PROTECT IN PLACE EXISTING TREE, PROTECT IN PLACE EXISTING UTILITIES, PROTECT IN PLACE EXISTING WALL, PROTECT IN PLACE EXISTING LANDSCAPE AND IRRIGATION, PROTECT IN PLACEEXISTING SIGN, PROTECT IN PLACE EXISTING CONCRETE, PAVERS AND WALKWAY, PROTECT IN PLACE EXISTING CURB, PROTECT IN PLACE EX-01 EX-02 EX-03 EX-04 EX-05 EX-06 EX-07 EX-08 EX-09 EXISTING TO REMAIN CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 0 10 20 30 feet 1"=10' 5 DEMOLITION SCHEDULE MATCHLINE - CD102 1. THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION AND REMOVAL HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE AND EXECUTE ALL DEMOLITIONS AND REMOVALS NECESSARY FOR THE CONSTRUCTION OF THE NEW WORK TO THE SPECIFIED LINES, GRADES, AND CONFIGURATIONS. 2. DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE UNIFORM BUILDING CODE, TITLE 24, AND THE CITY OF SAN LUIS OBISPO REQUIREMENTS. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD AND THE CITY OF SAN LUIS OBISPO ENGINEER. 3. ALL DEMOLITION WORK SHALL CONFORM TO THE SPECIFICATIONS FOR THIS PROJECT. 4. NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE THE CITY OF SAN LUIS OBISPO SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO STARTING DEMOLITION. 5. THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS OF THE DEMOLITION LIMIT LINES AS REPRESENTED ON THE PLANS UNLESS OTHERWISE NOTED. 6. ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY. 7. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED. 8. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN CLEANED TO THE SATISFACTION OF THE CITY. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. 9. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES AND SPOT CHECKS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TO THE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THE CITY. 12. NOTIFY UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT 811 A MINIMUM OF 48 WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. 13. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ONSITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION. DEMOLITION NOTES CD101 DE M O L I T I O N P L A N 1. EXISTING TREES IDENTIFIED TO REMAIN SHALL BE PRESERVED, PROTECTED, AND MAINTAINED. 2. DEMOLITION AND GRADING WITHIN THE TREE PROTECTION ZONES OF EXISTING TREES TO REMAIN SHALL BE MINIMIZED AND SHALL ONLY BE DONE UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST. THIS TYPE OF WORK SHALL BE PERFORMED USING HAND TOOLS OR, WHEN NECESSARY, WITH LIGHT (ONE TON OR LESS) RUBBER-TRACKED EQUIPMENT. 3. PRUNING OF EXISTING TREES IDENTIFIED TO REMAIN SHALL BE KEPT TO A MINIMUM AND SHALL COMPLY WITH ANSI A300 STANDARDS. 4. ROOT OR CROWN PRUNING SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST. NOTIFY THE PROJECT ARBORIST AT LEAST 48 HOURS IN ADVANCE OF ANY ROOT OR CROWN PRUNING ACTIVITY TO COORDINATE A SITE VISIT. CONTACT WALTER GAULT, SAN LUIS OBISPO CITY ARBORIST, AT (805) 781-7578 OR WGAULT@SLOCITY.ORG. 5. ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE PROTECTION ZONE OVER 1" IN DIAMETER SHALL BE CLEANLY SEVERED WITH A HAND, CHAIN, OR RECIPROCATING SAW PERPENDICULAR TO THE DIRECTION OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE WOUND. SEVERED ROOTS SHALL BE COVERED WITH SOIL IN THE FINAL GRADING CONDITION AND NO SEVERED ROOTS SHALL BE EXPOSED TO AIR OR SUNLIGHT FOR MORE THAN 48 HOURS. 6. IF ROOT PRUNING OCCURS, SUPPLEMENTAL WATER MAY BE REQUIRED WITHIN THE TREE PROTECTION ZONE. LOCATIONS AND FREQUENCY SHALL BE DIRECTED BY THE PROJECT ARBORIST. TREE PROTECTION NOTES Page 317 of 1527 WA L N U T S T . SANTA ROSA ST. DE-01 EX-02 DE-06 15 ' - 1 0 " 6' 2'-5" DE-08 DE-06 APROX. 75' EX-03 EX-06 EX-08 EX-08 EX-09EX-09 DE-01 DEMOLITION CODE DESCRIPTION CLEAR AND GRUB EXISTING VEGETATION. PROTECT OR RELOCATE IRRIGATION EQUIPMENT FOR IMPROVEMENTS. IRRIGATION SHALL REMAIN IN WORKING ORDER UPON COMPLETION OF PROJECT. PROTECT EXISTING ELECTRICAL CONDUIT, REFER TO ELECTRICAL PLANS PRIOR TO CONSTRUCTION ACTIVITY. REMOVE EXISTING CONCRETE CURB/ GUTTER WHERE OCCURSREMOVE EXISTING ASPHALT REMOVE EXISTING BIKE RACK REMOVE EXISTING GUARDRAIL REMOVE EXISTING PAVER TURF EDGING REMOVE EXISTING TREE STUMP RELOCATE EXISTING IRRIGATION MAINLAINE, VALVES, AND WIRES. ADDITIONAL IRRIGATION EQUIPMENT DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR. REMOVE EXISTING WOOD FENCE REMOVE EXISTING PAVERS/CONCRETE FOR NEW FENCE AND GATE POSTS, SEE LC SHEETS. REMOVE EXISTING CURB TRIM AND REMOVE EXISTING VINE OFF OF WALL AND FENCE TO FULL HEIGHT REMOVE EXISTING WHEEL STOP REMOVE EXISTING STORM DRAINS BETWEEN BUILDING AND SIDEWALK. PREP TIE IN AT BUILDING FOR NEW STORMDRAIN CONNECTION. DE-01 DE-02 DE-03 DE-04 DE-05 DE-06 DE-07 DE-08 DE-09 DE-10 DE-11 DE-12 DE-13 DE-14 DEMOLITION EXISTING TO REMAIN CODE DESCRIPTION EXISTING WOOD FENCE, PROTECT IN PLACE EXISTING LIGHT, PROTECT IN PLACE EXISTING TREE, PROTECT IN PLACE EXISTING UTILITIES, PROTECT IN PLACE EXISTING WALL, PROTECT IN PLACE EXISTING LANDSCAPE AND IRRIGATION, PROTECT IN PLACE EXISTING SIGN, PROTECT IN PLACE EXISTING CONCRETE, PAVERS AND WALKWAY, PROTECT IN PLACE EXISTING CURB, PROTECT IN PLACE EX-01 EX-02 EX-03 EX-04 EX-05 EX-06 EX-07 EX-08 EX-09 EXISTING TO REMAIN 0 10 20 30 feet 1"=10' 5 DEMOLITION SCHEDULE MATCHLINE - CD101 CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 9.9.24 CD102 1. SEE CD101 FOR DEMOLITION AND TREE PROTECTION NOTES. NOTES Page 318 of 1527 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 LC001 SI T E R E F E R E N C E P L A N 0 20 40 60 feet 1"=20' 10 SEE SHEET - LC101 SEE SHEET - LC102 ENLARGEMENT, SEE LC401 201.83' 13 9 . 7 5 ' 40 . 0 0 ' 13 . 0 7 ' PROJECT INFORMATION SITE INFORMATION STREET ADDRESS: 1106 WALNUT ST., SAN LUIS OBISPO, CA APN: 001-207-039 ZONING: O (OFFICE) LOT SIZE: .87 AC LAND USE: EXISTING USE: OFFICE PROPOSED USE: OFFICE 15.04' 14.85' 30 . 5 2 ' 30 . 2 8 ' 30.02' 97.32' Page 319 of 1527 HW Y 1 0 1 EXISTING WOOD FENCE TO REMAIN FR-02 FR-02 FR-02 4' H FENCE PANEL, WALL MOUNT FR-02 2' H FENCE PANEL, FENCE MOUNT (BEGIN) (END) FR-02 2' H FENCE PANEL, FENCE WALL MOUNT 4' H FENCE PANEL, WALL MOUNT 3' H FENCE PANEL, WALL MOUNT FR-02 4' H FENCE PANEL, FENCE WALL MOUNT FR-06 FR-06 4" MAX. GAP BETWEEN DIFFERENT FENCE TYPES, TYP. 4" MAX. GAP BETWEEN DIFFERENT FENCE TYPES, TYP. CLEAN AND FILL ALL CRACKS IN WALL WITH EPOXY. ASSUME 20' OF CRACKS. FILL IN HOLES WHERE GUARDRAIL POSTS WERE REMOVED. ASSUME 16 POSTS. 236.72 TW 236.72 EG230.82 EG 237.31 TW 237.31 EG 231.22 EG 230.64 EG 232.69 TW 235.64 TW 236.0 EG 232.37 TW 229.0 EG 224.65 EG 232.41 TF 226.71 EG 225.44 EG 231.54 TF 225.69 EG 232.83 TF 232.38 TF 226.73 EG 226.48 EG 227.20 EG233.28 TF227.26 EG 227.16 EG 227.80 EG 228.28 EG 228.89 EG 229.07 EG 229.14 EG 233.86 TF 233.40 TF 227.26 EG 233.84 TF 231.12 TW 223.78 EG 233.09 TW 231.12 TW 223.78 EG 234.49 TW 233.12 TW 224.17 EG 234.52 TW224.16 EG 234.91 TW 234.14 TW 224.36 EG 232.04 EG 237.22 TW 238.16 TW 232.51 EG 233.23 EG238.16 TW 239.24 TW 232.51 EG 236.29 EG 239.21 TW 240.52 TW 232.55 EG 234.67 EG 236.86 EG 238.71 EG240.53 TW 240.87 TW 240.0 EG 240.87 TW 241.86 TW SYMBOL DESCRIPTION DETAIL BIKE RACK PEAKS RACK 5-BIKE SINGLE-SIDED RACK HOT DIPPED GALVANIZED - GRAY SURFACE MOUNT SF-01 SITE FURNISHINGS (SF) SEE SPECS SEE SPECS CODE DESCRIPTION DETAILMETAL PICKET FENCE - 8FT HEIGHT 1/LC501 METAL PICKET FENCE ON WALL HEIGHT VARIES, PER PLAN 1/LC501 CMU PILASTER 8/LC502 VEHICULAR ROLLING GATE 26FT WIDE, METAL PICKET 2/LC501 METAL PICKET GATE 1/LC503 BARBED WIRE ON EXISTING WALL/FENCE 9/LC502 METAL PICKET FENCE ON CMU WALL 2/LC503 FR-01 FR-02 FR-03 FR-04 FR-05 FR-06 FR-07 FENCES, RAILINGS, AND GATES (FR) CODE DESCRIPTION DETAILREMOVABLE BOLLARD PER CITY STD DETAIL #7335 ROLLING GATE PEDESTAL FURNISHED AND INSTALLED BY OWNER 6/LC502 AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION AS REQUIRED LIFT MASTER GATE OPERATOR FIXED POST WITH GATE SENSOR 5/LC502 WHEEL STOP PER CITY STD DETAIL #2260 ROLLING GATE V-TRACK 4/LC502 MI-01 MI-02 MI-03 MI-04 MI-05 MI-06 MI-07 MISCELLANEOUS (MI) SYMBOL DESCRIPTION DETAILCONCRETE PAVING ASPHALT PAVING PER CITY STND DETAIL #7110 ROCK MULCH IN PLANTING AREA 2/LP501 PAVING AND SURFACING (PA) CODE DESCRIPTION DETAILNATURAL TURF TO BE REPLACED IN KIND WITH SOD, POST CONSTRUCTION ACTIVITIES.IRRIGATION EQUIPMENT TO BE REPLACED IN KIND, POST CONSTRUCTION ACTIVITIES. PL-01 PL-02 PLANTING AND IRRIGATION (PL) CODE DESCRIPTION DETAIL CURB - 6" PER CITY STD DETAIL #4020CURB AND GUTTER PER CITY STD DETAIL #4030 MOW CURB 2/LC502 CURB AT ROLLING GATE 3/LC503 CMU WALL W/ FENCE 2/LC503 WC-01 WC-02 WC-03 WC-04 WC-05 WALLS AND CURBS (WC) CODE DESCRIPTION DETAILNEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO OUTLET IN FACE OF CURB PER CITY STND #3415.UT-101 UNDERGROUND UTILITIES (UT) CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 0 10 20 30 feet 1"=10' 5 CONSTRUCTION SCHEDULE MATCHLINE - LC102 ENLARGEMENT, SEE LC401 LC101 CO N S T R U C T I O N P L A N Page 320 of 1527 SANTA ROSA ST FR-03 TYP. FR-01 FR-05 FR-07 FR-01 23'-0" O.C., TYP. 2'-014"4'-0" FR-02 3' H FENCE PANEL, WALL MOUNT PL-01 IRR PL-02 238.00 FG 240.00 TW 237.00 FG 239.00 TW 237.50 FG 239.50 TW 239.00 FG 241.00 TW 239.50 FG 241.50 TW 240.00 FG 242.00 TW235.50 FG 237.50 TW 236.00 FG 238.00 TW WC-03 TYP. WC-05 WC-03 PL-02 4" MAX. GAP BETWEEN DIFFERENT FENCE TYPES, TYP. 230.95 EG 231.50 EG 236.26 TW226.31 EG 236.30 TW 234.95 TW 226.0 EG REPLACE AND INSTALL CONCRETE/ PAVERS TO MATCH EXISTING 0.8% 1.0% 1.4% 4. 7 % SYMBOL DESCRIPTION DETAIL BIKE RACK PEAKS RACK 5-BIKE SINGLE-SIDED RACK HOT DIPPED GALVANIZED - GRAY SURFACE MOUNT SF-01 SITE FURNISHINGS (SF) SEE SPECS SEE SPECS CODE DESCRIPTION DETAILMETAL PICKET FENCE - 8FT HEIGHT 1/LC501 METAL PICKET FENCE ON WALL HEIGHT VARIES, PER PLAN 1/LC501 CMU PILASTER 8/LC502 VEHICULAR ROLLING GATE 26FT WIDE, METAL PICKET 2/LC501 METAL PICKET GATE 1/LC503 BARBED WIRE ON EXISTING WALL/FENCE 9/LC502 METAL PICKET FENCE ON CMU WALL 2/LC503 FR-01 FR-02 FR-03 FR-04 FR-05 FR-06 FR-07 FENCES, RAILINGS, AND GATES (FR) CODE DESCRIPTION DETAILNATURAL TURF TO BE REPLACED IN KIND WITH SOD, POST CONSTRUCTION ACTIVITIES. IRRIGATION EQUIPMENT TO BE REPLACED IN KIND, POST CONSTRUCTION ACTIVITIES. PL-01 PL-02 PLANTING AND IRRIGATION (PL) CODE DESCRIPTION DETAIL CURB - 6" PER CITY STD DETAIL #4020CURB AND GUTTER PER CITY STD DETAIL #4030 MOW CURB 2/LC502 CURB AT ROLLING GATE 3/LC503 CMU WALL W/ FENCE 2/LC503 WC-01 WC-02 WC-03 WC-04 WC-05 WALLS AND CURBS (WC) CODE DESCRIPTION DETAILNEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO OUTLET IN FACE OF CURB PER CITY STND #3415.UT-101 UNDERGROUND UTILITIES (UT) CODE DESCRIPTION DETAIL REMOVABLE BOLLARD PER CITY STD DETAIL #7335ROLLING GATE PEDESTAL FURNISHED AND INSTALLED BY OWNER 6/LC502 AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION AS REQUIRED LIFT MASTER GATE OPERATOR FIXED POST WITH GATE SENSOR 5/LC502 WHEEL STOP PER CITY STD DETAIL #2260 ROLLING GATE V-TRACK 4/LC502 MI-01 MI-02 MI-03 MI-04 MI-05 MI-06 MI-07 MISCELLANEOUS (MI) SYMBOL DESCRIPTION DETAIL CONCRETE PAVING ASPHALT PAVING PER CITY STND DETAIL #7110 ROCK MULCH IN PLANTING AREA 2/LP501 PAVING AND SURFACING (PA) CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 9.9.24 0 10 20 30 feet 1"=10' 5 CONSTRUCTION SCHEDULE MATCHLINE - LC101 LC102 Page 321 of 1527 SD SD SDSD SD SD WC-04 MI-03 MI-02 MI-04 WC-04 MI-03 25 ' - 0 " FR-03 13'-0" NEW PERIMETER PICKET FENCING ALONG GATE FRONTAGE TO MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0" NEW PERIMETER PICKET FENCING ALONG THIS SIDE TO MATCH TOTAL HEIGHT OF ROLLING GATE AT 7'-0" 1'-0", TYP. 241.60 TC 28 ' - 0 " WC-03 WC-01 242.50 TC 240.28 FS 242.50 TC 240.50 FS 240.50 TC MI-05 MI-06 3 POST B 242.0 FG 242.0 FG 3 VERIFY BUILDING FOOTING PRIOR TO IMPROVEMENTS. CURB AND FOOTINGS SHALL REMAIN 3" MIN. FROM EDGE OF FOOTING. WC-01 UT-101 UT-101 WC-01 INSTALL CURB FLUSH AND AT GRADE WITH WALKWAY INSTALL CURB LEVEL WITH EXISTING CURB MI-05ROLLER GUIDE POST SENSOR POST 234.67 EG 236.86 EG 240.0 EG 240.87 TW 241.86 TW MI-07 CONCRETE PAD FOR EV CHARGER, REFER TO SHEET E101. INSTALL PAVERS TO MATCH EXISTING WC-02 SYMBOL DESCRIPTION DETAIL BIKE RACK PEAKS RACK 5-BIKE SINGLE-SIDED RACK HOT DIPPED GALVANIZED - GRAY SURFACE MOUNT SF-01 SITE FURNISHINGS (SF) SEE SPECS SEE SPECS CODE DESCRIPTION DETAILMETAL PICKET FENCE - 8FT HEIGHT 1/LC501 METAL PICKET FENCE ON WALL HEIGHT VARIES, PER PLAN 1/LC501 CMU PILASTER 8/LC502 VEHICULAR ROLLING GATE 26FT WIDE, METAL PICKET 2/LC501 METAL PICKET GATE 1/LC503 BARBED WIRE ON EXISTING WALL/FENCE 9/LC502 METAL PICKET FENCE ON CMU WALL 2/LC503 FR-01 FR-02 FR-03 FR-04 FR-05 FR-06 FR-07 FENCES, RAILINGS, AND GATES (FR) CODE DESCRIPTION DETAIL NATURAL TURF TO BE REPLACED IN KIND WITH SOD, POST CONSTRUCTION ACTIVITIES.IRRIGATION EQUIPMENT TO BE REPLACED IN KIND, POST CONSTRUCTION ACTIVITIES. PL-01 PL-02 PLANTING AND IRRIGATION (PL) CODE DESCRIPTION DETAILCURB - 6" PER CITY STD DETAIL #4020 CURB AND GUTTER PER CITY STD DETAIL #4030 MOW CURB 2/LC502 CURB AT ROLLING GATE 3/LC503 CMU WALL W/ FENCE 2/LC503 WC-01 WC-02 WC-03 WC-04 WC-05 WALLS AND CURBS (WC) CODE DESCRIPTION DETAIL NEW ROOF DRAIN, SLOPE AND INSTALL 2 - 3" CIP TO OUTLET IN FACE OF CURB PER CITY STND #3415.UT-101 UNDERGROUND UTILITIES (UT) CODE DESCRIPTION DETAILREMOVABLE BOLLARD PER CITY STD DETAIL #7335 ROLLING GATE PEDESTAL FURNISHED AND INSTALLED BY OWNER 6/LC502 AUTOMATIC SENSOR LOOP SAW CUT INSTALLATION AS REQUIRED LIFT MASTER GATE OPERATOR FIXED POST WITH GATE SENSOR 5/LC502 WHEEL STOP PER CITY STD DETAIL #2260 ROLLING GATE V-TRACK 4/LC502 MI-01 MI-02 MI-03 MI-04 MI-05 MI-06 MI-07 MISCELLANEOUS (MI) SYMBOL DESCRIPTION DETAILCONCRETE PAVING ASPHALT PAVING PER CITY STND DETAIL #7110 ROCK MULCH IN PLANTING AREA 2/LP501 PAVING AND SURFACING (PA) CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 0 4812 feet 1"=4' 2 CONSTRUCTION SCHEDULE LC401 RO L L I N G G A T E E N L A R G E M E N T Page 322 of 1527 DETAIL A - GATE RECIEVER, ISO VIEW (ADD IN PILASTER CONNECTION?) DETAIL B - ROLLER HARDWARE, ISO VIEW DETAIL C - UPPER TRACK, SIDE VIEW TOP VIEW ELEVATION SECTION PLAN LATCH TO PILASTER CONNECTION LATCH V-TRACK ROLLER GUIDE POST FENCE LINE FENCE LINE DETAIL A DETAIL C 1'-03 4" DETAIL D - CROSS BRACE, ISO VIEW 3/8" THICK PLATE 3/8" BOLT 2"x2" TUBE OUTSIDE OF PROPERTY INSIDE OF PROPERTY 1'-1" 2'-8" OUTSIDE OF PROPERTY INSIDE OF PROPERTY PILASTER (BEYOND) DETAIL B: ROLLER HARDWARE: V-GROOVE ROLLER, PER MANUFACTURER GATE OPENING 25'-0", PER PLAN PILASTER, PER PLANS MOUNT ROLLER TO PILASTER WITH 'SET-3G' W/ 38" DIA F1554 GR. 36 W 3" EMBED, MIN. SEE DETAIL 23/S-321. PILASTER PER PLAN MOUNT L BRACKET TO PILASTER ORNAMENTAL PICKETS, 1" SQ TOP RAILS, UPRIGHTS, & DIAGONAL BRACES, 2" SQ BOTTOM RAIL. 2" X 4" (NOTCHED AND PLATED FOR V-GROOVE ROLLER) VEHICULAR ROLLING GATE 1/2" = 1'-0" GATE WIDTH 28'-0"-0" PILASTERS BEYOND CURB ROLLER GUIDE POST CURB CURB 1' MOUNT ROLLER TO PILASTER WITH 'SET-3G' W/ 38" DIA F1554 GR. 36 W 3" EMBED, MIN. SEE DETAIL 23/S-321. RRM-2500-2504.05-192 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 10" ANCHOR POSTS TO EXTERIOR SIDE OF EXISTING WALL (ANCHORING PER STRUCTURAL) FENCE ON MOW CURB METAL PICKET FENCE ON EXISTING WALL OR FENCE 2 MOW CURB EXISTING WALL 8'-0" O.C.NOM 334" 1" x 14ga. Picket BRACKET OPTIONS TOP OF EXISTING WALL OR FENCE PER PLANS SECTION AT EXISTING WALL 8" 8" 8'-0" O.C. NOM MOUNT PER STRUCTURAL 134" FORERUNNER TM RAIL POST SIZE VARIES WITH HEIGHT. SEE AEGIS II TM POST-SIZING CHART 1" X 14GA PICKET POST SIZE VARIES WITH HEIGHT. SEE AEGIS II TM POST-SIZING CHART 134" FORERUNNER TM RAIL Uniform Zinc Coating (Hot Dip Galvanized) Base Material Uniform Zinc Coating (Hot Dip Galvanized) Zinc Phosphate & Conversion Coating Epoxy base coat 134" [44.5mm] 134" [44.5mm] ••••••••••••••• ••••••••••••••••••••••••••••••••••••••• PANEL BRACKET Specially designed two -point connection ensures fixity of rail ends for increased strength. INTERNAL RETAINING ROD Variable pitch connection system for ease of installation, high angle bias ability and elimination of unsightly external fasteners. FORERUNNER RAIL Double-walled "U"-Channel Specially formed high strength architectural shape. TM FORERUNNER RAILTM "No-Mar" Polyester Powder finish coat Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. METAL PICKET FENCE 1/2" = 1'-0" PLAN VIEW CROSSING WALL NOTES: 1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS II TM POST SIZING CHART. 2. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST. 3. THIRD RAIL OPTIONAL. 4. PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING EXISTING WALL METAL PICKET FENCE SECTION CROSSING WALL EXISTING WALL MOUNT PER STRUCTUAL METAL PICKET FENCE FG/FS VARIES 3" MIN. CLR, TYP. WESTERN (W) BUILDING EDGE, WHERE OCCURS ON PLAN 3" MIN. CLR FROM BUILDING EDGE, TYP. 1'-1" NORTHERN (N) BUILDING EDGE, WHERE OCCURS ON PLAN. 1'-0" 1 LC501 CO N S T R U C T I O N D E T A I L S Page 323 of 1527 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 P.C. CONCRETE, MEDIUM BROOM FINISH, PERP. TO DIRECTION OF CURB 12" CLASS 2 AGGREGATE BASE @ 90% COMPACTION NOTES: A. PROVIDE CONTRACTION JOINT EVERY 10' MAX. B. PROVIDE EXPANSION JOINT EVERY 20' MAX. C. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS. 12" RADIUS EDGES, TYP. MOW CURB 1 1/2" = 1'-0" 1METAL PICKET FENCE FG 2 RRM-2500-2504.05-09 REMOVABLE BOLLARD 3/4" = 1'-0" 1/2" =1'-0"RRM-2500-2504.0 NOTES A. PROVIDE KNOX-BOX PADLOCKS PER CITY FIRE DEPT. B. PROVIDE 5'-0" CLEAR SPACING BETWEEN BOLLARDS (5'-3" O.C.) FOR BICYCLING FACILITIES. FOR ALL OTHER INSTALLATIONS PROVIDE 4'-0" CLEAR SPACING BETWEEN BOLLARDS (4'-3" O.C.). C. RELIANCE FOUNDRY R-8902 OR APPROVED EQUAL. D. ENGINEERS AND ARCHITECTS ARE ENCOURAGED TO SUBMIT ALTERNATE DESIGNS THAT ARE CONSISTENT WITH THESE DESIGN FEATURES, AND THE PROJECTS WHERE THE BOLLARDS ARE TO BE USED. E. YELLOW REFLECTIVE TAPE SHALL BE PLACED ON EACH FACE OF BOLLARD AS DIRECTED BY ENGINEER. F. FOR BICYCLING FACILITIES, PROVIDE PATHWAY STRIPING THAT CONFORMS TO CA MUTCD. 1 RRM-2500-2504.05-97 ROLLING GATE V-TRACK 1" = 1'-0" GUIDE POSTS WHERE OCCURS 6" V-GROOVE WHEEL- SOLID STEEL W/ SEALED BEARINGS 1'-0" 3" X 1/4" PLATE, WITH 1.25" X 1.25" X 3/8" ANGLE IRON TRACK. CONTINUOUS FILLET WELD. HOT DIP GALVANIZE AFTER WELDING. CONTINUOUS CONCRETE BOND BEAM GALV. #4 REBAR HOOK 24" O.C. WELDED TO PLATE PRIOR TO GALVANIZATION 2" x 8" x 3/16" STEEL TUBE BOTTOM RAIL DECORATIVE STEEL GATE 3MIN. 3 PAVING PER PLANS 4 RRM-2500-2504.05-98 GATE SENSOR IN SURFACE MOUNTED WATERPROOF JUNCTION BOX REFLECTOR FOR UPPER SENSOR 5" SQ. STEEL BOLLARD-POWDER COATED ADJACENT FINISH SURFACE- REFER TO SITE PLANS 1'-4" 3/4" DIA. CONDUIT 3/4" DIA. CONDUIT GATE MOTION SENSOR TO MATCH SENSORS BELOW-TO ANGLE DOWN TO LOWER BOLLARD PROVIDE 1/2" CONDUIT W/ BOX AT TOP AND BOTTOM. EXTEND ANTENNA FROM GATE OPERATOR TO TOP OF POLE (LOCATE ADJACENT TO GATE OPERATOR ONLY) 1'-4" FIXED POST W/ GATE SENSOR 1/2" = 1'-0" CONCRETE FOOTING 16" SQ-FLUSH W/ ADJACENT FINISH SURFACE ROLLER GUIDE POST AND SENSOR POST (INSTALL WIRELESS SENSORS ONLY) POST B ROLLER GUIDE POST PER DETAIL 2/LC501 NOTE: CONTRACTOR IS RESPONSIBLE TO INSTALL ALL SENSING DEVICES AND SAFETY MECHANISMS COMPLYING WITH UL 325. SEE SPECIFICATION 32 3119. 5 RRM-2500-2504.05-99 ELEVATION 3. FOR MORE INFORMATION, SEE PEDESTALPRO.COM 4. PROVIDE KNOX KEY GATE ACCESS FOR EMERGENCY FIRE RESPONSE. 0'-8" MIN. ALIGN BOLLARDS AS SHOWN CONCRETE CURB 1'-9" TYP 1 REMOVABLE BOLLARD TYP. PLAN SECTION A - PEDESTAL FOUNDATION 1'-0" A - ROLLING GATE PEDESTAL 3/4" = 1'-0" B ANCHORAGE SHALL BE PROVIDED BY CONTRACTOR PEDESTAL BODY, FURNISHED AND INSTALLED BY OWNER SLOPE TOP AWAY & CHAMFER EDGE 3/4" CONCRETE FOUNDATION, SHALL BE PROVIDED BY CONTRACTOR ELECTRICAL CONDUIT, SEE ELECTRICAL PLANS PEDESTAL ANCHORING PLATE 3 FOR MORE INFORMATION SEE 6 RRM-2500-2504.05-101 CMU PILASTER 1/2" = 1'-0" ATTACH FENCING W/ MASONRY ANCHORS PER MANUFACTURER RECOMMENDATIONS 1 METAL PICKET FENCE 1'-4" 1'-8" CMU PILASTER, LOCATE PER PLAN, SEE DETAIL 42/S-321 PRE-CAST CONCRETE WALL CAP, CDI PC 10 SERIES OR EQUIVALENT. CAP TO OVERHANG BLOCK 2" MAX. ALL SIDES. 8 RRM-2500-2504.05-103 LC502 CO N S T R U C T I O N D E T A I L S BARBED WIRE ON EXISTING WALL/FENCE 1" = 1'-0" 2-12" DIAMETER STAINLESS STEEL HILTI KWIK BOLT TZ2 ANCHORS TO EXISTING WALL EXISTING WALL CONDITION AT FENCE CONDITION AT WALL LAG SCREWS EXISTING FENCE EXISTING WALL 12" CONCERTINA WIRE FG FG SIDE MOUNT BARB ARM (#013812), BY HEARNE STEEL CO. 6'-0" O.C. SPACING, KEEP LEVEL 24" TYP. 12" CONCERTINA WIRE SIDE MOUNT BARB ARM (#013812), BY HEARNE STEEL CO. 6'-0" O.C. SPACING, KEEP LEVEL 24", TYP. EX. WALL CAP 9 RRM-2500-2504.05-111 Page 324 of 1527 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 LC503 CO N S T R U C T I O N D E T A I L S FG FG 8 CMU PILASTER 1 METAL PICKET FENCE ± 7' VERIFY IN FIELD ± 7' VERIFY IN FIELD ± 7' VERIFY IN FIELD SITE WALL PILASTER 42/S-321 METAL PICKET FENCE ON CMU WALL 1/2" = 1'-0" FG 2'-0" CMU SITE WALL PER DETAIL 32/S-321 PRE-CAST CONCRETE WALL CAP, CDI M600 SERIES OF QUIVALENT. CAP TO OVERHANG BLOCK 2" MAX. ALL SIDES MOW CURB AT TURF CMU SITE WALL DETAIL 32/S-321 ELEVATION SECTION A 1 A - CLASS 2 AGGREGATE BASE @ 90% COMPACTION STEPPED FOOTING DETAIL 41/S-301 2 RRM-2500-2504.05-106 CURB AT ROLLING GATE 1" = 1'-0" 1 FS 2 2 CLASS 2R AGGREGATE BASE, COMPACTED TO 95%, 6" MINIMUM DEPTH UNLESS OTHERWISE NOTED 3"6"6" 3-#4 CONT. HORIZ. BARS LIFT MASTER GATE OPERATOR, SEE SPECS #4 @16" O.C. BOTH WAYS PER MANUFACTURER CURB DEEPENS AS IT CUTS INTO SLOPE, SEE DETAIL 4/LC503 FS 2 2 BUILDING EDGE / VERIFY FOOTING LOCATION PRIOR TO DIGGING, ADJUST FENCE AND CURB TO PROTECT BUILDING FOOTING IN PLACE. 3" MIN. TO BLDG. FOOTING VERIFY IN FIELD CLASS 2R AGGREGATE BASE, COMPACTED TO 95%, 6" MINIMUM DEPTH UNLESS OTHERWISE NOTED 1'-2" BUILDING FOOTING VERIFY WITH AS-BUILT PLANS 3"3" 3" CIP6"6" #4 @16" O.C. BOTH WAYS 3- #4 CONT. HORIZ. BARS EQ.EQ. CONDITION WHERE RETAINING CONDITION AT DRIVEWAY 3 RRM-2500-2504.05-114 METAL PICKET GATE 1/2" = 1'-0" MCNICHOLS #14145120 GALV PERF SCREEN. SECURE TO INTERIOR SIDE OF GATE WITH 3/16" TAPPING SCREW AT MAX 8" O.C. END BRACKET GATE CLOSER 2'-0 1/4" HANDLE SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. ADJACENT SURFACE, PER PLAN GATE LEAF POST - MIN. 2-1/2" x 12ga HINGES, LOCINOX MAMMOTH OR APPROVED EQUAL HINGES, LOCINOX MAMMOTH OR APPROVED EQUAL 3 34", TYP. 4'-0" 1 METAL PICKET FENCE APPROACH SIDE (EXTERIOR TO PROPERTY) PUSH SIDE (INTERIOR TO PROPERTY) NOTES: 1. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS FOR ALL WELDED CONNECTIONS. 2. ALL FENCING COMPONENTS SHALL BE POWDER COATED BLACK. 3. ALL PICKETS SHALL BE POINTED OUTWARD FROM THE PROPERTY. 1" X 14GA PICKET 334" SCHLAGE HARDWARE W/ INTERCHANGEABLE CORE. 1'-0" 1'-0" 1'-0"1'-0" 1'-0" SCHLAGE DOUBLE CYLINDER DEADBOLT, BY OWNER 2'-0 1/4"4'-0" END BRACKET MCNICHOLS #14145120 GALV PERF SCREEN. SECURE TO INTERIOR SIDE OF GATE WITH 3/16" TAPPING SCREW AT MAX 8" O.C. PANIC BAR HARDWARE VON DUPRIN, OR APPROVED EQUAL 316" X 10" HIGH KICK PLATE WELDED TO BOTH SIDES OF GATE ADJACENT SURFACE, PER PLAN FENCE POST - MIN. 2-1/2" x 14ga GATE LEAF POST - MIN. 2-1/2" x 12ga RRM-2500-2504.05-1101 Page 325 of 1527 WA L N U T S T . SANTA ROSA ST. WA L N U T S T . CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 LP001 SI T E R E F E R E N C E P L A N 0 20 40 60 feet 1"=20' 10 SEE SHEET - LP101 SEE SHEET - LP102 1. CONTRACTOR SHALL SUBMIT LABELED PHOTOS OF ALL PLANT MATERIAL, TREES AND GROUNDCOVERS. PHOTOS SHALL BE OF THE SPECIFIED CONTAINER SIZE. PHOTOS SHALL BE SUBMITTED AS A COMPLETE SUBMITTAL PACKAGE FOR REVIEW AND APPROVAL. INCLUDE PHOTOS OF ANY SUBSTITUTES, CLEARLY LABELED. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. 3. PLANT SCHEDULE ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES. 4. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, ALL STRUCTURAL AND HARDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED AND FINISHED AHEAD OF PLANTING. 5. ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS. 6. SOILS SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. ALL WORK ON THE IRRIGATION SYSTEM INCLUDING OPERATIONAL TESTS, AND BACKFILLING OF TRENCHES SHALL BE COMPLETED AHEAD OF PLANTING. 7. LOCATIONS OF ALL PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. THE REPRESENTATIVE RESERVES THE RIGHT TO MAKE ANY ADJUSTMENTS, SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANT LAYOUT AS WORK PROGRESSES. 8. ALL PLANTING AREAS TO RECEIVE 3" THICK MIN. LAYER OF ROCK MULCH. SEE SPECIFICATIONS FOR MULCH TYPE. PROVIDE SAMPLE FOR APPROVAL. 9. THESE PLANS COMPLY WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND THE CRITERIA HAVE BEEN APPLIED FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. PLANTING NOTES Page 326 of 1527 WA L N U T S T . HW Y 1 0 1 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY SHRUBS AGAVE ATTENUATA X OCAHUI 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL LOW 5 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9 CALLISTEMON X 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4 PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY GROUND COVERS TURF MARATHON MARATHON SOD 129 SF PLANT SCHEDULE CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 0 10 20 30 feet 1"=10' 5 MATCHLINE - LP102 LP101 PL A N T I N G P L A N Page 327 of 1527 SANTA ROSA ST.SANTA ROSA ST EXISTING IRRIGATION TO REMAIN. ADJUST IRRIGATION PIPING AND SPRAY HEADS AS NEEDED TO ACCOMODATE NEW PLANTING. EXISTING IRRIGATION TO REMAIN. ADJUST IRRIGATION PIPING AND SPRAY HEADS AS NEEDED TO ACCOMODATE NEW PLANTING. SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS QTY DETAIL SHRUBS AGAVE ATTENUATA X OCAHUI 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL LOW 5 1/LP501 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL LOW 9 1/LP501 CALLISTEMON X 'LITTLE JOHN' LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL LOW 4 1/LP501 PENNISETUM SPATHIOLATUM SLENDER VELDT GRASS 5 GAL LOW 15 1/LP501 SYMBOL BOTANICAL NAME COMMON NAME CONT WUCOLS SPACING QTY DETAIL GROUND COVERS TURF MARATHON MARATHON SOD 129 SF PLANT SCHEDULE CITY SPECIFICATION NO. DATE: SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 9.9.24 0 10 20 30 feet 1"=10' 5 MATCHLINE - LP101 LP102 Page 328 of 1527 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPTEMBER, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S 9.9.24 LP501 PL A N T I N G D E T A I L S 2 TIMES ROOTBALL DIAMETER MULCH PER PLANS BACKFILL MIX, AMENDED WITH COMPOST OR OTHER APPROVED ORGANIC MATERIAL UNDISTURBED NATIVE SOIL TOP OF ROOTBALL AT OR SLIGHTLY ABOVE FINISH GRADE SHRUB PLANTING 1 1/2" = 1'-0"RRM-2500-2504.05-701 ROCK MULCH IN PLANTING AREA 1 1/2" = 1'-0" 1 3 2 CRUSHED ROCK MULCH PER PLANS1 FILTER FABRIC2 PLANTING PER PLANS3 2 RRM-2500-2504.05-11 Page 329 of 1527 S-101 DETAIL REFERENCE BUBBLE WITH LEADER DRAG STRUT CONNECTION MOMENT CONNECTION WIDE FLANGE STEEL COLUMN NUMBER OF EVENLY SPACED STEEL HSS TUBE COLUMN WELDED WIRE FABRIC ELEVATION OF WALL OR FRAME SLOPED SURFACE INDICATES SAND OR GROUT INDICATES GRAVEL EARTH LAYER NORTH ARROW SLOPE FULL HEIGHT SECTION INDICATOR DETAIL REFERENCE BUBBLE BEAM CAMBER AT MID-SPAN SPECIAL STUD SPACING SEE TYPICAL DOUBLE ANGLE BRACE STEEL IN CROSS SECTION FULL HEIGHT STIFFENER CONNECTION STEPPED FOOTING TOP/BOTTOM OF ELEVATIONS TOP OF STEEL ± ELEVATION MEMBER SPLICE STEEL HSS OR PIPE COLUMN (WWF LAYER) STEPPED SURFACE; FLOOR DEPRESSION ANGLE BRACE SHEAR STUDS STEEL DETAILS - S- BOT OF EL = (-X'-X") BOTTOM STEPPED FOOTING WOOD POST X XX'-X" INDICATES HEADER @ OPENING PER HEADER SCHEDULE INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS) INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXX INDICATES BEARING WALL SHADED AREA INDICATES CALIFORNIA FRAMING SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXX INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT INDICATES PAD FOOTING TYPE PER SCHEDULE 1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE INDICATES BEARING CMU WALL BELOW INDICATES BEARING CMU WALL ABOVE INDICATES NON-BEARING CMU WALL BELOW INDICATES NON-BEARING CMU WALL ABOVE INDICATES EXISTING BEARING CMU WALL INDICATES BEARING CONCRETE WALL BELOW INDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOW INDICATES BEARING CONCRETE WALL ABOVE INDICATES NON-BEARING CONCRETE WALL ABOVE INDICATES EXISTING NON-BEARING CONCRETE WALL INDICATES BEARING WOOD WALL BELOW INDICATES BEARING WOOD WALL ABOVE INDICATES PLYWOOD SIDE FOR SHEARWALL INDICATES NON-BEARING WOOD WALL BELOW INDICATES NON-BEARING WOOD WALL ABOVE INDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALL KSI FOOTING HEIGHT INCLUDE INFORMATION INCL INFO JST INSP INT JOINT JOIST KIPS ID I-JST IN IF HT INCH GRADE BEAM HORIZONTAL GROUND HIGH POINT H or HORIZ HP GB GRND FACE OF MASONARY FOOT; FEET FOM FJ ELEVATOR EDGE NAIL EMBEDMENT EXISTING EXTERIOR EACH WAY EQUAL OR EQUIVALENT EXIST or (E) FDN EW ELEV ES EQUIP EQ STRUCTURAL STEEL SHAPES WT, ST, MT MC AMERICAN STD CHANNEL SHAPE MISC CHANNEL SHAPE THRU THK T & G T & B TOC TO TB STRUCT STIFF STL SW THREADED TEMPERATURE; TEMPORARY STIFFENERS STEEL STANDARD AMERICAN WOOD PRESERVERS ASSOCIATION CONSTRUCTION JOINT; CONTROL JOINT COMPLETE JOINT PENETRATION WELD DIAPHRAGM DRAWING DIAMETER DOWEL EACH FACE ELEVATION EF EL DWL EACH DIM DIAG CONTRACTOR CONSTRUCTION CUBIC FOOT PENNY (NAIL OR BAR DIA) CONNECTION; CONNECT CONCRETE DBL CU FT d DETAIL CONSTR CONTR CJP CONT CONN CONC BEARING CENTER OF GRAVITY CENTER TO CENTER CANTILEVER CAMBER COMPRESSION COLUMN CONCRETE MASONRY UNIT CLR COMP CMU CJ CL BTWN BLOCKING BN BM BLOCK BLDG ASTM AITC SPECS SN SPCG SHTG SEP PSI PVMT # PSL SHEATHING SHEET SECTION PARTIAL JOINT PENETRATION WELD REINFORCE; REINFORCING PARALLEL STRAND LUMBER PAVEMENT REFERENCE REQUIRED PLATE WASHER PREFABRICATED PLYWOOD ORIGINAL OD PI L PC OPP NO or # OC MIN (N) MFR PONDS PER LINEAL FOOT PROPERTY LINE PERPENDICULAR ADDL APPROXIMATE ARCHITECTURAL; ARCHITECT ADJACENT ARCH APA AESS ALUM ALT ADJ ANCHOR BOLT AMERICAN CONCRETE INSTITUTE AB LINEAL FOOT POUND(S) LOW POINT LEVEL OR LAMINATED VENEER LUMBER MACHINE BOLT MASONRY MATERIAL LINEAL; LINEAR LONG SLOTTED HOLES LONG LEG VERTICAL LF LT WT MAS MAX MATL LVL LLV LLH AMERICAN PLYWOOD ASSOCIATION) KIPS PER SQUARE INCH FTG HORIZONTALLY SLOTTED HOLESHSH INSIDE DIAMETER INSIDE FACE I-JOIST INSPECTION INTERIOR JT K GALVANIZED HANGER GLUED LAMINATED BEAM HGR GR GLB GALV GA GRADE GAUGE FACE OF CONCRETE FIELD NAIL FLANGE FLOOR JOIST FRAMING FACE OF WALL FACE OF STUD FT FRMG FOW FOS FN FOC FLG FLR FIN FLOOR FINISH ENGINEER EACH SIDE EQUIPMENT FOUNDATION EXT ENGR EN EMBED TYPICALTYP PIPE-X PIPE-XX HSS C PIPE L W WWF WD WP W/O W/ UNO VSH VERT UT DBL EXTRA STRONG PIPE SHAPE EXTRA STRONG PIPE SHAPE HOLLOW STRUCTURAL SECTION STANDARD PIPE SHAPE STRUCT TEE SHAPE ANGLE SHAPE W SHAPE WELDED WIRE FABRIC WORK POINT; WATERPROOF WOOD WITHOUT WITH VERTICAL SLOTTED HOLES ULTRA-SONIC TEST UNLESS NOTED OTHERWISE VERTICAL TOP or T THR TOW TOS TOF TEMP STIRR SYM SS SSL STGR STD SQ TOP OF STEEL/TOP OF SLAB TOP OF CURB; TOP OF CONCRETE THICKNESS/THICK THROUGH TOP OF WALL TOP TOP OF FOOTING TONGUE & GROOVE TOP AND BOTTOM TOP OF TIE BEAM SYMMETRICAL SHEAR WALL STRUCTURAL STIRRUP SHORT SLOTTED HOLES STAINLESS STEEL STAGGER SQUARE AWPA AMERICAN SOCIETY FOR TESTING MATERIALS AMERICAN INSTITUTE OF TIMBER CONSTRUCTION DOUGLAS FIR/LARCHDF DIMENSION DIAGONAL ELECTRICAL EXPANSION JOINT DWG ELEC EJ EA DIAPH DN DOWN CENTER DEPARTMENT DOUBLE COUNTERSINK; COUNTERSUNK CONTINUE; CONTINUOUS CTR DEPT DET CTSK BETWEEN CLEARANCE; CLEAR CENTER LINE CAST-IN-PLACE COL CIP BRG CAM OR C CANT CG CC BUILDING BOUNDARY NAIL BOTTOM AMERICAN WELDING SOCIETY BLK BOT OR B BRC BLKG BRACE BEAM AWS SOG SIM SCHED RF Ø SHT SECT REINF REF REQD PREFAB PLY PT PW PSF PJP PROP SPECIFICATIONS SLAB ON GRADE SHEAR NAIL SPACING SIMILAR ROUND; DIAMETER ROOF SEPARATION SCHEDULE POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POUND; NUMBER PRESSURE TREATED PROPERTY MECHANICAL NEW NORTH ON CENTER NOT TO SCALE NUMBER OPENING OPPOSITE OUTSIDE FACE ORIENTED STRAND BOARD OPPOSITE HAND MINIMUM; MINUTE OUTSIDE DIAMETER MISCELLANEOUS MANUFACTURER PARA OR // PLF PL PLCS P OR PL. PERP OPNG OSB ORIG OH OF NTS MECH MISC N PLYWOOD INDEX PRECAST; PIECE PLATE PLACES PARALLEL ARCHITECTURAL EXPOSED STRUCTURAL STEEL AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ADDITIONAL ANCHOR ALTERNATE ALUMINUM APPROVED ENGINEERED WOOD ASSOCIATION (FORMERLY THE ANCH APPROX APPVD ANSI AISC ACI LIGHTWEIGHT MAXIMUM LONG LEG HORIZONTAL MB LP LSH LIN LB(S) OR # DIA OR Ø LAMINATED STRAND LUMBERLSL ABOVE AND BELOWA & B RR ROOF RAFTER POST ABOVEPA FLOOR TIE ABOVEFTA KING POSTKP WO WHERE OCCURS ABOVEABV KING STUDKS TS TRIMMER STUD INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULEC1 SHEET INDEXWALL TYPESSYMBOLS ABBREVIATIONS S-101 SHEET INDEX, ABBREVIATIONS, & SYMBOLS S-102 GENERAL NOTES S-103 GENERAL NOTES S-104 SPECIAL INSPECTION & TESTS S-301 TYPICAL CONCRETE DETAILS S-321 MASONRY DETAILS DO DO OVER HEADERHDR F1 X CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 STUCT U R A LS TAT OF CAL I FORNIA EGISTEREDROFESSIONA L ENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 1 0 1 . d w g , S 1 0 1 , A u g 2 3 , 2 0 2 4 1 0 : 1 1a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S INDICATES SHEAR TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE Page 330 of 1527 S-102 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 STUCT U R A LS TAT OF CAL I FORNIA EGISTEREDROFESSIONA L ENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 1 0 2 . d w g , S 1 0 2 , A u g 2 3 , 2 0 2 4 1 0 : 1 1a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S ALL WORK SHALL BE PREFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT, AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD. A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”. B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA). 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CITY PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE CITY OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THE DRAWINGS. 5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY. 8. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS. BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH. 9. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, ETC.. 10. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 11. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD. 12. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND CITY ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL, AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 14. THE CONTRACTOR SHALL ALLOW FOR SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW THE SUBMITTAL PACKAGES, IN ACCORDANCE WITH THE CITY'S STANDARD GUIDELINES. GENERAL 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED. 3. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS. 4. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. DIMENSIONS 1. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) : 2. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5): 3. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6): REFER TO FOUNDATION GENERAL NOTES SITE AND OCCUPANCY PARAMETERS PARAMETER VALUE REFERENCE RISK CATEGORY IV 2022 CBC TABLE 1604.5 SEISMIC IMPORTANCE FACTOR I = 1.5 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS: S S = 1.064 g 2022 CBC 1613.2.1 S 1 = 0.392 g SITE CLASS D (DEFAULT)2022 CBC 1613.2.2 SPECTRAL RESPONSE COEFFICIENTS: S DS = 0.851 g 2022 CBC 1613.2.4 S D1 = 0.499 g WIND DESIGN DATA PARAMETER VALUE REFERENCE ULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 102 MPH 2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 82 MPH 2022 CBC 1609.3.1 EXPOSURE CATEGORY C 2022 CBC 1609.4.3 INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1 DESIGN INFORMATION 1. LATERAL EARTH PRESSURES: * SEISMIC SOIL PRESSURE APPLIES TO WALLS GREATER THAN 6 FEET IN HEIGHT MEASURED FROM TOP OF FOUNDATION ** FOR SLOPING BACKFILL ADD 1 PCF FOR EVERY 2 DEG. (ACTIVE CASE) AND 1.5 PCF FOR EVERY 2 DEG (AT REST) 2. SPREAD OR CONTINUOUS FOOTINGS: NOTES: A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT. C. THE UPPER 6 INCHES OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE. D. COMPACTED FILL SHOULD BE PREPARED PER SECTION 6.0 GEOTECHNICAL EVALUATION REPORT 3. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE. 5. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 6. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS. 7. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER SECTION 1705.6 OF THE CODE. 8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS. 9. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE INCREASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD. ELEMENT ALLOWABLE BEARING CAPACITY (PSF) A ALLOWABLE LATERAL RESISTANCE B PASSIVE RESISTANCE (PSF/FT BELOW GRADE) FRICTION RESISTANCE (COEFFICIENT OF FRICTION) BUILDING FOUNDATION 1,500 100 0.25 ACTIVE EARTH PRESSURE (CANTILEVER RETAINING WALLS) 50H 30H (PCF) FOUNDATION *SEISMIC NATIVE 50H (PCF) EXISTING CONDITIONS 1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY. 2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT. EXISTING UNDERGROUND UTILITIES 1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. 3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT. A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133. B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600. MATERIAL ASTM STANDARD PORTLAND CEMENT (TYPE II)A C150 CONCRETE AGGREGATES (HARDROCK)C33 CONCRETE AGGREGATES (LIGHTWEIGHT)C C330 WATERB C1602 COAL FLY ASH OR POZOLLAN (CLASS F)C618 NATURAL OR MANUFACTURED SAND C33 SLAG C989 CONCRETE LOCATION IN STRUCTURE MINIMUM STRENGTH (PSI)DENSITY (PCF)MAX SLUMP (IN±1) MAX WATER/CEMENT RATIO SLAG/ FLY ASHA (MAX) CONCRETE FOUNDATIONS 3,000 150 4 0.5 0.25 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19. 2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-19 TABLE 19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT. B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED. C. PUMICE AGGREGATE SHALL NOT BE USED. 3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-19, WHICH REFERENCES ACI 301-20 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-20 ARTICLE 4.2.3.4. SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO): A. AS MEASURED BY CEMENTITIOUS WEIGHT 4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OR C685. 5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-19 AND PROJECT SPECIFICATIONS. 6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE. 7. ALL REINFORCING BARS, ANCHOR BOLT HOLDOWNS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED AND TIED IN POSITION PRIOR TO PLACING CONCRETE. IN NO CASE SHALL ANY REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS OR OTHER CONCRETE INSERTS BE "WET SET" OR "WET-STABBED" INTO CONCRETE DURING THE POUR. 8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEOR APPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS. 9. PIPES EMBEDDED IN CONCRETE: A. CONCRETE a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR. b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR. 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-19, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-19 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-19. 2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-19 SECTION 25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS. 4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS. A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-19 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS. B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER TMS 042-16 SECTION 6.1.6.1.1 AND THE REINFORCING SCHEDULE ON THE DRAWINGS. 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF CONCURRENTLY PRESENT ON SITE. 6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706. 7. REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY SUPPORTED AND SHALL BE SECURED AGAINST DISPLACEMENT, AND TIED BEFORE THE CONCRETE IS PLACED DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST EDITION. 8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION. 9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTION SHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-19. 10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-19 SECTION 26.13.2.3 OF THE CODE. 11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL. 12. CONCRETE PROTECTION FOR REINFORCEMENT 13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-19 SECTION 25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE: LENTON STANDARD COUPLERS (IAPMO-ES 0129) LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129) LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129) LENTON LOCK COUPLERS PER (IAPMO-ES 0129) NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL BE ASTM A706 PER IAPMO-ES 0129. ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-19 SECTION 18.2.7 & 18.12.7.4 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE (NON-PRESTRESSED):MINIMUM COVER, IN. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER 2 1 12" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 12" 34" 1 12" REINFORCING STEEL 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES" 2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS: 3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS. 4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE FOLLOWING REQUIREMENTS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS. 5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING: 6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR. SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS. 7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS. 8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS. 9. ALL CELLS SHALL BE GROUTED SOLID. 10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR REQUIREMENTS. 11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN. 12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET: A. MASONRY HAS CURED FOR AT LEAST 4 HOURS B. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11" C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT D. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING PER TMS 602-16 ARTICLE 3.2F. 13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF CONSOLIDATING GROUT 14. EMBEDDED PIPES AND CONDUITS A. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE FOLLOWING REQUIREMENTS: a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER b. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION c. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING: d. WRAP PIPES AND FITTINGS WITH 14" FOAM TAPE MIN. B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN: a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F b. UNDER PRESSURE IN EXCESS OF 55 PSI c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING C. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU 15. ALL INTERIOR EXPOSED CORNERS TO BE BULL NOSE BLOCK PROFILE, NOT REQUIRED AT EXTERIOR OR SPLICE FACE CONDTIONS, FIELD GRIND CORNERS TO ACCEPTED. COMPONENT ASTM NOTES SAND ASTM C144 LIME ASTM C207 PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD PEA GRAVEL ASTM C301 MASONRY WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS DENSITY f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHT f'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI S 2,000 PSI MINIMUM f'm = 2,500 PSI M 2,500 PSI MINIMUM WALL DESIGN STRENGTH COMPRESSIVE STRENGTH GROUT 28 DAY MIX DESIGN f'm = 2,000 PSI 2,000 PSI 3 PARTS SAND 2 PARTS PEA GRAVEL 1 PART PORTLAND CEMENT 8-11 INCH SLUMP f'm = 2,500 PSI - SUBMIT MIX DESIGN WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL 8"(2) 12" Ø (1) 34" Ø (3) 12" Ø (2) 34" Ø (1) 1" Ø 12" (4) 12" Ø (3) 34" Ø (2) 1" Ø (1) 1 14" Ø (5) 12" Ø (4) 34" Ø (3) 1" Ø (2) 1 14" Ø Ø* * Page 331 of 1527 S-103 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 STUCT U R A LS TAT OF CAL I FORNIA EGISTEREDROFESSIONA L ENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 1 0 3 . d w g , S 1 0 3 , A u g 2 3 , 2 0 2 4 1 0 : 1 1a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO): 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION. 4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED. 5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF PROTECTED ZONES. 6. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT. 7. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL FINISH. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING. REFER TO ARCH DRAWINGS FOR STEEL FINISH. 8. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS OF AISC 303-22. 9. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1-15) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM SHALL PER AWS D1.8-16. 10. THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. A PROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS SHALL BE SUBMITTED WITH THE WPS. 11. 100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS. 12. IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING. 13. DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS STRUCTURAL STEEL STRUCTURAL STEEL MATERIALS SHAPE ASTM/GRADE W SHAPES, WT SHAPES A992 PLATES (INCLUDING BASE PLATES)A572 ANGLES, CHANNELS A36 HSS A500 GRB HIGH STRENGTH BOLTES (AS NOTED ON DRAWINGS)A325/F1852, A490SC/F2280SC A325SC/F1852SC ANCHOR RODS (UNLESS NOTED ON DRAWINGS)F1554 GR36 COMMON/MACHINE BOLTS A307 GR A 1. CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE. 2. WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICES REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIED WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED. 3. THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PER CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE. 4. TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS: A. TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSION TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8 As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS. B. THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT. 5. TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENT AGENCY. 6. THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM. 7. TEST FREQUENCY: APPLICATION QUANTITY STRUCTURAL 100% OF BOLTS NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP (SUCH AS EQUIPMENT ANCHORAGE) (TEST AT LEAST HALF OF THE ANCHORS IN GROUP) SILL PLATE BOLTING 10% OF BOLTS EXCEPTIONS: A. UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING. B. WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS. C. WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED CONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: x THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN EXISTING AND NEW CONCRETE. x THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12. x THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS SHEAR WALLS, COLLECTORS, AND DIAPHRAGMS). D. TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED. E. TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PER SEGMENT OF TRACK. 8. TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE: A. B. USE OF CALIBRATED SPRING LOADED DEVICES; OR C. USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS. 9. TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS: A. HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THE POSITIONING OF A TENSION TEST COLLAR. B. TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT. EXCEPTIONS: x WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY. x THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD. 10. IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, AND NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TEST FREQUENCY. 11. REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED IN THE TABLE BELOW: TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRY SIMPSON LOCATION IN STRUCTURE INSTALLATION TORQUE (FT-LBS) CONCRETE SUBSTRATE SIMPSON STRONG-BOLT2 (ICC ES ESR 3037) SIMPSON TITEN HD (ICC ES ESR-2713)INCHES 14 424 38 30 50 12 60 65 58 90 100 34 150 150 POST-INSTALLED ANCHORS IN CONCRETE / MASONRY 1. POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE CODE AND ACI 318-19 CHAPTER 17 USING STRENGTH DESIGN. 2. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT. **LIMITATIONS OF USE OF POWER ACTUATED FASTENERS: PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USED FOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMIC LOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR SEISMIC LOADING. EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB. 3. EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR. 4. LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT. 5. ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O 6. ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O. 7. WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2. 8. IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES: A. FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR. B. FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR. C. FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR. D. ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANY ANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED CAPACITY AND SHALL BE REVIEWED WITH THE SEOR. SUBSTRATE MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION REPORT ACCEPTANCE CRITERIA CONCRETE EXPANSION ANCHORS SIMPSON STRONGBOLT 2 ICC ESR-3037 AC193 CMU EXPANSION ANCHORS SIMPSON STRONGBOLT 2 IAPMO ES ER 240 AC01 OR AC106 CONCRETE SCREW ANCHOR SIMPSON TITEN HD ICC ESR-2713 AC193 CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106 CONCRETE ADHESIVE ANCHORS SIMPSON SET-3G ICC ESR-4057 AC193 CMU ADHESIVE ANCHOR SIMPSON SET-3G ICC ESR-4844 AC58 CONCRETE POWER ACTUATED FASTENER**SIMPSON PDPAW ICC ESR-2138 AC70 Page 332 of 1527 S-104 CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 STUCT U R A LS TAT OF CAL I FORNIA EGISTEREDROFESSIONA L ENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 1 0 4 . d w g , S 1 0 4 , A u g 2 3 , 2 0 2 4 1 0 : 1 1a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S 1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE . THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION: A. GENERAL: a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD. B. OWNER REQUIREMENTS: a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS. C. SPECIAL INSPECTOR QUALIFICATIONS: a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES. D. CONTRACTOR REQUIREMENTS: a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL OCCUR PRIOR TO SPECIAL INSPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR. b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION. c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. E. SPECIAL INSPECTOR REPORT REQUIREMENTS: a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. STATEMENT OF SPECIAL INSPECTIONSREQUIRED VERIFICATION AND INSPECTIONS REQUIRED VERIFICATION AND INSPECTIONS MASONRY LEVEL 3 QUALITY ASSURANCE MINIMUM TESTS PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION AND FOR EVERY 5000 sq. ft. DURING CONSTRUCTION VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATION GROUT, AS DELIVERED TO THE PROJECT SITE VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6.3 FOR SELF-CONSOLIDATING GROUT MINIMUM SPECIAL INSPECTION INSPECTION TASK FREQUENCY (a)REFERENCE FOR CRITERIA CONT PERIODIC TMS 402 TMS 602 X Art. 1.5 a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1, 2.6 A b. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES X Art. 2.4 B, 2.4 H c. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGES X Art. 3.4, 3.6A d. PRESTRESSING TECHNIQUE X Art. 3.6 B e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X Art. 2.1 C f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUT SPACE X Art. 3.2 D, 3.2 F b. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGES X SEC. 10.8, 10.9 Art. 2.4, 3.6 c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHOR BOLTS X SEC. 6.3.1, 6.3.6, 6.3.7 Art. 3.2 E, 3.4, d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B, 2.4 G.1.b 4. VERIFY DURING CONSTRUCTION: a. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALS X Art. 1.5 b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION X Art. 3.3 B c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 F d. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION X SEC. 1.2.1(e), 6.1.4.3, 6.2.1 e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2 f. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F ) X Art. 1.8 C, 1.8 D g. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X Art. 3.6 B h. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5, 3.6 C i. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS X Art. 3.3 B.9, 3.3 F.1.b 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND/OR PRISMS X Art. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B.2.c.3, 1.4 B.3, 1.4 B.4 (a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY (c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY REQUIRED VERIFICATION AND INSPECTIONS STEEL WELDING INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1)QC QA AWS 2015 D1.1 REFERENCE 1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE PP 6.3 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2 3. WPS AVAILABLE P P - 4. MATERIAL IDENTIFICATION (TYPE/GRADE)OO 6.2 5. WELDER IDENTIFICATION SYSTEM O O 6.4 6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE) OO 6.5.2 5.22 5.15 5.18 5.10, 5.22.1.1 7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) PO - - - - 8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7 & AISC 360-16 J1.6 9. FIT-UP OF FILLET WELDS - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) OO 5.22.1 5.15 5.18 10. CHECK WELDING EQUIPMENT O ___6.2, 5.11 INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2) 1. CONTROL AND HANDLING OF WELDING CONSUMABLES -PACKAGING -EXPOSURE CONTROL OO 6.2 5.3.1 5.3.2 (SMAW) 5.3.3 (SAW) 2. NO WELDING OVER CRACKED TACK WELDS O O 5.18 3. ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE OO 5.12.1 5.12.2 4. WPS FOLLOWED - SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) - PROPER POSITIONS (F, V, H, OH) OO 6.3.3, 6.5.2, 5.5, 5.21 5.6, 5.7 5. WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS OO 6.5.2, 6.5.3, 5.24 5.30.1 6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P - INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3) 1. WELDS CLEANED O O 5.30.1 2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY PP 6.5.3 TABLE 6.1(1) TABLE 6.1(2) TABLE 6.1(3) TABLE 6.1(4), 5.24 TABLE 6.1(6) TABLE 6.1(7) TABLE 6.1(8) 4. ARC STRIKES P P 5.29 5. k-AREA PPAISC 360-16 CA3.1c & J10.8 6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b]PP - 7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)PP 5.10, 5.31 8. REPAIR ACTIVITIES P P 6.5.3, 5.26 9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER PP 6.5.4, 6.5.5 10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR OO - STEEL BOLTING INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1)QC QA 2014 RCSC SPEC. REFERENCE 1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS OP 2.1, 9.1 2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO FIGURE C-2.1, 9.1 (SEE ASTM STANDARDS) 3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)OO2.3.2, 2.7.2, 9.1 4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL. O O 4, 8 5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS. OO 3, 9.1, 9.3 6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED. PO 7, 9.2 7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS OO 2.2, 8, 9.1 INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2) 1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED.OO 8.1, 9.1 2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION OO 8.1, 9.1 3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OO 8.2, 9.2 4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. OO 8.2, 9.2 INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3) 1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___ CONCRETE CONSTRUCTION CODE TABLE 1705.3 SPECIAL INSPECTION OR TEST CO N T I N U O U S PE R I O D I C REFERENCED STANDARD CBC REFERENCE 1. INSPECT REINFORCMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 ___ 2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS ___ ___ X X X ___ AWS D1.4 ACI 318: 26.6.4 ___ 3. INSPECT ANCHORS CAST IN CONCRETE ___X ACI 318: 26.7 ___ 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b) (a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS (b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a. X ___ ___ X ACI 318: 26.7.1 ACI 318: 26.7.1 ___ ___ 5. VERIFY USE OF REQUIRED MIX DESIGN ___X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X ___ ASTM C 172 ASTM C 31 ACI 318: 26.5, 26.12 ___ 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X ___ACI 318: 26.5 ___ 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___X ACI 318: 26.5.3- 26.5.5 ___ 9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONDED PRESTRESSING TENDONS X X ___ ___ACI 318: 26.10 ___ 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___X ACI 318: 26.9 ___ 11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS ___X ACI 318: 26.11.2 ___ 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. ___X ___ SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS. a. WHERE APPLICABLE, SEE SECTION 1705.13. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK. 1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER: A. REINFORCING STEEL B. CONCRETE MIX DESIGNS FOR ALL CONCRETE STRENGTHS 3,000 PSI AND ABOVE C. MASONRY INCLUDING BLOCKS, GROUT AND MORTAR 2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE: A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES: B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS AND SIMILAR INFORMATION C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS. D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED. 3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL. 4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE: a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE CONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION. 5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER. SUBMITTALS Page 333 of 1527 REINF DEVELOPMENT LENGTH AND SPLICES 2504-05-PS23 - S301 - 12 NTS NOTES: 1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS: A. GRADE 60 REINFORCEMENT B. NORMAL WEIGHT CONCRETE a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN OR CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25 2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH. 3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE. 4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR. CONTACT LAP SPLICE (PREFERRED) NON-CONTACT LAP SPLICE LAP SPLICE MA X = L A R G E R O F CLASS B, UNOls/5 O R 6 " REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE BAR SIZE DEVELOPMENT LENGTH, ld (CLASS A LAP SPLICE) LAP SPLICE, ls (CLASS B LAP SPLICE) f'c (psi) f'c (psi) 2,500 3,000 4,000 2,500 3,000 4,000 #3 1'-6"1'-5"1'-3" 2'-0" 1'-10"1'-7" #4 2'-0" 1'-10"1'-7"2'-8" 2'-5"2'-1" #5 2'-6"2'-4"2'-0" 3'-3" 3'-0" 2'-7" #6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2" #7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6" #8 5'-0" 4'-7" 4'-0" 6'-6"5'-11"5'-2" #9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10" #10 6'-5" 5'-10"5'-1"8'-3"7'-7"6'-7" #11 7'-1"6'-6"5'-7"9'-2" 8'-5" 7'-3" db 6d b D6db *db D 135 HOOK 90 HOOK* * PROVIDE 10db EXTENSIONS IN LIEU OF 6db AT ALL FRAME COLUMNS, GIRDERS, SHEAR WALLS AND SHEAR WALL BOUNDARY MEMBERS BAR SIZE D #3 1 12" #4 2" #5 2 12"OR 3" MINREINF TIES AND STIRRUPS 2504-05-PS23 - S301 - 13 NTS REINF HOOK DEVELOPMENT LENGTH AND BENDS 2504-05-PS23 - S301 - 22 NTS BAR SIZE D #3 THRU #8 6d #9 THRU #11 8d NOTES: 1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. 2. MINIMUM SIDE COVER = 2 12". 3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3. STANDARD HOOK DEVELOPMENT LENGTH "ldh" BAR SIZE D "lh" NORMAL WEIGHT 2,500 3,000 4,000 #3 2 1/4"6" 0'-9" 0'-9" 0'-8" #4 3" 8" 1'-0" 0'-11" 0'-10" #5 3 3/4"10" 1'-3"1'-2"1'-0" #6 4 1/2"12"1'-6"1'-5"1'-3" #7 5 1/4"1'-2"1'-9" 1'-8"1'-5" #8 6"1'-4"2'-0" 1'-10"1'-7" #9 9 1/2" 1'-7 1/2"2'-3"2'-1"1'-10" #10 10 3/4"1'-10" 2'-7"2'-4" 2'-1" #11 12"2'-0 1/2"2'-10" 2'-7" 2'-3" ldh db 4db 2 12" MIN D D 12 d b "l h" 2" CLR MIN HOOK DEVELOPMENT LENGTH (SEE SCHEDULE) FACE OF CONCRETE FOC OR POUR JT @ STD HOOK db LAP SPLICE LAP SPLICE LA P S P L I C E LA P S P L I C E CONCRETE INTERSECTIONCONCRETE CORNER CONCRETE END 0" T Y P . 0" T Y P . 0" TYP 0" TYP DOWELS TO MATCH SIZE & SPCG OF HORIZ REINF, TYP 90 DEG HOOK @ INT BARS PROVIDE 90 DEG STD HOOK, A U-BAR MAY BE PROVIDED W/ LAP SPLICE TO HORIZ BARS IN LIEU OF END HOOKS NOTE: REINFORCEMENT SHOWN ON WALL ELEVATION(S), BOUNDARY REINFORCING DETAILS, AND OTHER SPECIFICALLY REFERENCED DETAILS SHALL TAKE PRECEDENCE OVER REINFORCEMENT SHOWN HERE. DOUBLE MAT LAP SPLICE LAP SPLICE LA P S P L I C E LA P S P L I C E CONCRETE INTERSECTIONCONCRETE CORNER CONCRETE END PROVIDE 90 DEG STD HOOK @ SHEAR WALLS (2) BARS TO MATCH WALL VERT REINF MIN (2) BARS TO MATCH WALL VERT REINF MIN (2) BARS TO MATCH WALL VERT REINF MIN DOWELS TO MATCH SIZE & SPCG OF HORIZ REINF, TYP ALT DOWEL DIRECTION @ INTERSECTION SINGLE MAT CONC REINF @ INTERSECTION 2504-05-PS23 - S301 - 32 NTS STEP FOOTING 2504-05-PS23 - S301 - 41 NTS NOTE: "SH" = 1'-6" MAX "SL" STEP LENGTH = 2 "SH" "S H " "S H " "D" + "SL" "D " DE P T H O F F T G FTG EL = SEE PLAN "S H " S T E P HE I G H T TOP REINF WHERE SHOWN PER PLAN "ls" LAP SPLICE TYP "D" + "SL" "SL" STEP LENGTH = 2 "SH" "ls" LAP SPLICE TYP S S STEP LONG REINF TO MATCH LONG REINF SIZE & SPCG STEP TRANS REINF TO MATCH TRANS REINF SIZE & SPCG FTG REINF PER PLAN & DETAILS "S H " S T E P HE I G H T S S LAP SPLICE DOWEL TO MATCH LONG REINF SIZE & SPCG PLAN CALLOUT STEPPED FOOTING (BOTTOM ONLY) 2504-05-PS23 - S301 - 42 NTS "ls" LAP SPLICE TYP "S H " "S H " "SL" STEP LENGTH = 2 "SH" "ls" LAP SPLICE TYP SB TOP REINF PER PLAN, WO FTG REINF PER PLAN & DETAILS NOTE: "SH" = 1'-6" MAX BOT OF FTG EL = PER PLAN "ld" DEV LENGTH TYP TOP OF FF EL = PER PLAN SB SB SB STEP LONG REINF TO MATCH LONG REINF SIZE & SPCG BOT OF FTG EL = PER PLAN PLAN CALLOUT CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 ST UCT U R A LS TAT OF CAL I FORNIA EGISTERE D ROFESSIONA LENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 3 0 1 . d w g , S 3 0 1 , A u g 2 3 , 2 0 2 4 1 0 : 1 1a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S S-301 12223242 13233343 41 Page 334 of 1527 SECTION 'A' FENCE ATTACHMENT TO (E) WOOD WALL 2504-05-PS23 - S321 - 43 1" = 1'-0" 2 12" x 2 12" x 12" GA POST W/ OPEN PICKETS BTWN POSTS @ 8'-0" OC (SEE AEGIS II FOR POST DETAILS)6' - 0 " M A X 18 " M I N 14" 234" TY P 112" TYP 912" 11 " 9 12" x 11" x 14" STL PL, EA FACE OF WOOD BOARD 58" Ø 'A307' BOLT (E) WOOD FENCE TO REMAIN A 1'-3" x 0'-9" x 14" THK STL PL EA FENCE POST (E) CMU WALL & REINF TO REMAIN 'SET-3G' W/ 38" Ø F1554 GR. 36 W/ 3" EMBED, MIN 10 12" MI N 6" 112" TYP A SECTION 'A' 14" 5' - 0 " M A X 2 12" x 2 12" x 12" GA POST W/ OPEN PICKETS BTWN POSTS @ 8'-0" OC (SEE AEGIS II FOR POST DETAILS) FENCE ATTACHMENT TO (E) CMU WALL 2504-05-PS23 - S321 - 33 1" = 1'-0" 112" TY P 112" TY P 12 " M I N 12 " M I N TO B A S E O F W A L L 6" TYP 4" MIN EMBED MASONRY WALL CORNER DETAIL 2504-05-PS23 - S321 - 31 NTS INTERSECTION CORNER/END STD 90° HOOK & ALTERNATE BREAK SHELL FOR FLOW OF GROUT OPEN END BLK (2) #5 VERT MIN STD 90° HOOK & ALTERNATE BREAK SHELL FOR FLOW OF GROUT OPEN END BLK PROVIDE 180° HOOK AT SHEAR WALL (2) #5 VERT, MIN PLAN - SINGLE MAT CMU SITE WALL 2504-05-PS23 - S321 - 32 1" = 1'-0" FINISH GRADE OR SURFACE (3) #4 BARS, T&B #4 @ 16" OC, T&B 2'-0" 1' - 4 " 8" M I N #4 @ 16" OC (2) #4 @ TOP OF WALL 8" FULLY GROUTED CMU WALL #5 VERTS @ 16" OC 3' - 0 " M A X H E I G H T CMU PILASTER 2504-05-PS23 - S321 - 42 1" = 1'-0" (3) #3 TIES @ TOP OF WALL SOLID CAP, WHERE OCCURS DOWEL TO MATCH SIZE & SPCG OF VERT REINF 1' - 4 " #5 @ 12" OC #5 @ 12" OC 3'-6" SQ ALT HOOK LOCATION, EVERY OTHER TIE STD 8" x 8" x 16" BLKS OR 16" x 8" x 16" PILASTER BLKS 12" CL R(4) #5 VERT BARS A PILASTER PLAN VIEW 8'- 0 " M A X COMPACTED FILL 8" M I N 1' - 4 " M I N I F R E Q ' D F O R L A N D S C A P I N G STD HOOK 3" C L R TY P LA P S P L I C E #3 TIES @ 8" OC 16" MAX LOWER SITE WALL PER DETAIL 32/- "d b" "6 d b" "D" " 6 db" *"d b" "D" 135 HOOK 90 HOOK* BAR SIZE D #3 1 12" #4 2" #5 2 12"O R 3 " M I N "ldh" "d b" "d b" "4 db" 2 12" MIN "D" "D" "1 2 d b"" l h" 12" MIN BAR SIZE D #3 THRU #8 6db #9 THRU #11 8db HOOK DEVELOPMENT LENGTH (SEE SCHED) FACE OF MASONRY BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 14 5" #4 3'-0" 0'-7" 3 8" #5 3'-9" 0'-9"3 34 10" #6 4'-6" 0'-10" 4 12 1'-0" #7 5'-3" 0'-12"5 14 1'-2" #8 6'-0" 1'-1" 6 1'-4" #9 6'-9" 1'-3"9 12 1'-7 12" NOTES: 1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT SHOWN ON PLANS UNLESS OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY 2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL WEIGHT MASONRY 3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND DIMENSIONED ON THE DRAWINGS 4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS 5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs 6. D = FINISHED INSIDE BEND DIAMETER 7. db = NOMINAL BAR DIAMETER CONTACT LAP SPLICE (PREFERRED) NON-CONTACT LAP SPLICE LAP SPLICE PER SCHED MA X = S M A L L E R O F "ls"/ 5 " O R 8 " LAP SPLICE PER SCHED LAP SPLICE PER SCHED LAP SPLICE PER SCHED "d b" CL E A R SP C G CL E A R SP C G TYPICAL LAP SPLICES STAGGERED SPLICING FACE OF MASONRY OR JT @ STD HOOK 2 12 TYPICAL COLUMN BAR OFFSET MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED 2504-05-PS23 - S321 - 13 NTS TYP REINF AT TOP OF WALL 2504-05-PS23 - S321 - 21 NTS 12" TYP FROM INSIDE FACE OF CELL TOP OF WALL STD 90° HOOK TURN INTO PLANE OF WALL TYP HORIZ WALL REINF PER SCHED TYP VERT WALL REINF PER SCHED TYP HORIZ WALL REINF PER SCHED "U" BARS TO MATCH VERT REINF, TYP 2 BARS AT TOP MIN ( (2) #4 MIN) SINGLE MAT DOUBLE MAT CONCRETE MASONRY WALL PIERS 2504-05-PS23 - S321 - 22 NTS 'T' TO LESS THAN 3x'T' BL O C K T H I C K N E S S 'T ' 3T TO 5T JAMB REINF JAMB REINF EA END #3 TIES @ 8" OC TIES SAME SIZE & SPACING TO MATCH SPECIFIED REINF NOTE: TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL. BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED BL O C K T H I C K N E S S 'T ' MASONRY ANCHOR BOLT SCHEDULE 2504-05-PS23 - S321 - 23 NTS MIN EMBED 1" M I N G R O U T AL L A R O U N D ANCHOR BOLT FACE OF MASONRY BOLT SIZE MINIMUM EMBEDMENT 12"4" 58"5" 34"6" 78"7" 1" 8" 1 18"9" 1 14" 10" NOTES: 1. MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE. 2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN THE TOP OF COLUMNS. 3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED. MAX FOR 8" MASONRY MAX FOR 12" MASONRY 1" CLR MIN CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S J. LONG J. MEADOWS AS NOTED 2504-05-PS23 2000577-02 E R P R No. 6488 STUCT U R A LS TAT OF CAL I FORNIA EGISTEREDROFESSIONA L ENGIN E E RJESSICA M. MEAD O W S N: \ 2 4 0 0 \ 2 5 0 4 - 0 5 - P S 2 3 - S L O - P D - N - B u i l d i n g - F e n c i n g \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 5 0 4 - 0 5 - P S 2 3 - S 3 2 1 . d w g , S 3 2 1 , A u g 2 3 , 2 0 2 4 1 0 : 1 2a m , j d l o n g AUGUST 23, 2024 10 0 % C O N S T R U C T I O N D O C U M E N T S S-321 223242 13233343 2131 Page 335 of 1527 S e p 1 1 , 2 0 2 4 - 1 0 : 3 0 p m - C h r i s - K : \ E N G \ 2 0 2 3 \ 2 3 - 8 1 4 6 \ 2 3 - 8 1 4 6 _ E 0 0 1 - G E N E R A L N O T E S L E G E N D A B B R E V I A T I O N S . d w g CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPT 11, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S EXPIRES: 09/30/24 THOMA #23-8146 ERE TYM.E C F NO. 20823 E L T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS L CJ/JT TR CHRIS JOSE San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 GE N E R A L E L E C T R I C A L N O T E S , L E G E N D , A N D A B B R E V I A T I O N S E001 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. ALL WORK SHALL COMPLY WITH 2020 NATIONAL ELECTRICAL CODE (NEC) AS AMENDED BY THE 2022 CALIFORNIA ELECTRICAL CODE (CEC), 2022CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA ENERGY CODE (CEnC), CALIFORNIA FIRE CODE (CFC), 2022 CALIFORNIA MECHANICAL CODE (CMC), 2022 CALIFORNIA GREEN BUILDING STANDARDS (CGBC), AND ADOPTED ORDINANCES. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE. 3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION. 4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 5. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERROS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. GENERAL NOTES A. FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL-ELEMENT TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION. B. INSTALL SEPARATE NEUTRALS FOR EACH 120V BRANCH CIRCUIT. C. MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS. D. DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH-IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. E. ALL NEW OUTLETS MUST BE TAMPER PROOF. F. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B) G. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT INSERTED AND RECEPTACLE COVERS CLOSE) H. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY" OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY" EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED. RATED WALLS/ASSEMBLIES NOTES ELECTRICAL SHEET INDEX POWER NOTES 1. IN FIRE-RESISTANCE RATED WALLS, DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.4 AS NOTED BELOW: A. STEEL, FERROUS OR COPPER PIPES MAY PENETRATE FIRE-RESISTANCE RATED WALLS, PROVIDED THE OPENING IS PROTECTED AS FOLLOWS: (CBC 714.4.1) i. ITEM PENETRATING CONCRETE OR MASONRY WALLS IS A MAXIMUM 6 INCHES NOMINAL DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES, CONCRETE, GROUT OR MORTAR IS PERMITTED WHERE IT IS INSTALLED THE FULL THICKNESS OF THE WALL OR THE THICKNESS REQUIRED TO MAINTAIN THE F IRE-RESISTANCE RATING; OR ii. WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263. B. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL PENETRATED. (CBC 714.4.1.2) C. MEMBRANE PENETRATIONS OF MAXIMUM 2-HOUR FIRE-RESISTANCE RATED WALLS BY STEEL ELECTRICAL BOXES ARE PERMITTED, PROVIDED THAT EACH DOES NOT ESCEED 16 SQUARE INCHES IN AREA AND THE TOTAL AREA OF SUCH OPENING DOES NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 18 INCH. ADDITIONALLY, OUTLET BOXES ON OPPOSITE SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES (CBC 714.4.2 EXCEPTION 1). D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIAL ARE PERMITTED, PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE BETWEEN THE WALL MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCH UNLESS LISTED OTHERWISE. ADDITIONALLY, OUTLET BOXES ON OPPOSED SIDES OF THE WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. (CBC 714.4.2 EXCEPTION 2) E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.4.2 EXCEPTION 5) F. WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR OPENINGS LARGER THAN THOSE MENTIONED ABOVE, THEY MUST BE QUALIFIED BY TEST IN ACCORDANCE WITH CBC 714.4.2 EXCEPTION 2. 2. IN FIRE-RESISTANCE HORIZONTAL ASSEMBLIES , DETAIL THROUGH PENETRATIONS AND MEMBRANE PENETRATION PER CBC 714.5 AS NOTED BELOW: A. STEEL, FERROUS OR COPPER CONDUITS MAY PENETRATE FIRE-RESISTANCE RATED FLOOR ASSEMBLY WHEN THE ANNULAR SPACE IS PROTECTED WITH MATERIAL THAT MEETS ASTM E 119 OR UL 263 (CBC 714.5.1 EXCEPTION 1) B. PENETRATING ITEMS, AS NOTED ABOVE, WITH A MAXIMUM 6 INCHES NOMINAL DIAMETER SHALL NOT BE LIMITED TO THE PENETRATION OF A SINGLE FIRE-RESISTANCE RATED FLOOR ASSEMBLY, PROVIDED THAT THE AREA OF THE OPENINGS DOES NOT EXCEED 144 SQUARE INCHES IN ANY 100 SQUARE FEET OF FLOOR AREA. (CBC 714.4.1.1 EXCEPTION 1) C. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING AND T RATING OF NOT LESS THAN 1-HOUR BUT NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE FLOOR PENETRATED (CBC 714.5.1) D. MEMBRANE PENETRATIONS BY LISTED ELECTRICAL OUTLET BOXES ARE PERMITTED PROVIDED SUCH BOXES HAVE BEEN TESTED FOR USE IN FIRE-RESISTANCE RATED ASSEMBLIES, AND THE SPACE BETWEEN THE CEILING MEMBRANE AND THE BOX DOES NOT EXCEED 1/8 INCHESUNLESS LISTED OTHERWISE. (CBC 714.5.2 EXCEPTION 4) E. A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON PLATE. (CBC 714.5.2 EXCEPTION 5) 3. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED AN APPROVED FIRE-RESISTANT JOINT SYSTEM WITH A FIRE-RESISTANCE RATING NOT LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS INSTALLED. PROVIDE DETAILS (CBC 7145.1) 4. FIRE DOORS AND FIRE-PROTECTION RATED GLAZING SHALL BEAR LABELS AS REQURIED BY CBC 716.2.9 AND 716.3.5. 5. FIRE DAMPERS SHALL BE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN CBC TABLE 717.3.2.1 FOR THE TYPE OF PENETRATION (CBC 717.3.2.1) 6. PROVIDE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS SHALL BE PROVIDE AS PRESCRIBED IN CBC 717. REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION. 1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESS LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OF STRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OF CONDUCTORS BEING JOINED TOGETHER AS SPLICED. 2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG, SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED 3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR. INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED. 4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION. 5. GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B) 6. THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19. CONDUCTORS AND CABLES CONDUIT SYSTEMS NOTES CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS 1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped). 2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff. 3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage. 4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex required in exterior locations). 6. MC CABLE ALLOWED WITHIN WALLS AND ABOVE T-BAR CEILING. REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONDUITS SHALL BE MINIMUM 3/4" UNLESS OTHERWISE NOTED. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6. ADDITIONAL CONDUIT REQUIREMENTS. - ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BE RECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITH REINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS. - REFER TO ELECTRICAL DETAILS FOR METAL PIPE PENETRATION THRU FIRE RATED WALL. PENETRATION OF FIRE-RESISTIVE WALLS AND FLOOR CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 714. - REFER TO ELECTRICAL DETAIL FOR DEVICE INSTALLATION FOR FIRE RATED WALLS. - NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL CONDUIT WITHIN WALLS A. REFER TO LANDSCAPE DEMOLITION SHEETS FOR ADDITIONAL INFORMATION. B. EQUIPMENT SHOWN TO BE REMOVED IS SHOWN FOR REFERENCE ONLY. INFORMATION WAS OBTAINED FROM ORIGINAL BUILDING DRAWINGS AND LIMITED FIELD INVESTIGATION AND MAY NOT REPRESENT ALL ELECTRICAL DEMOLITION. FIELD VERIFY CONDITIONS AND DISCONNECT/REMOVE ALL EQUIPMENT AS REQUIRED TO MEET THE INTENT OF THAT SHOWN ON THE LIGHTING AND POWER/SIGNAL DRAWINGS. C. ALL ELECTRICAL EQUIPMENT SHOWN ON DRAWING (OR REQUIRED) TO BE DEMOLISHED SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY ELECTRICAL CONTRACTOR. NO EQUIPMENT (RACEWAYS, BOXES, CABLING, ETC.) SHALL BE ABANDONED IN PLACE AND COVERED BY NEW CONSTRUCTION. D. SCHEDULE ANY OUTAGES WITH OWNER PRIOR TO DE-ENERGIZATION OF ANY BRANCH CIRCUITS OR FEEDERS. A. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. B. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. C. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 3103 NUMBERED SHEET NOTES: REFERS TO NOTES ON SAME SHEET AS REFERENCE DETAIL REFERENCE: Z = DETAIL DESIGNATION X = SHEET NUMBER REFERENCE Z X FEEDER SCHEDULE DESIGNATION (EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS, PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, 'CO14' INDICATES CONDUIT ONLY, QUANTITY (1) AND SIZE (4")) X MECHANICAL SYSTEMS TAG (REFER TO MECHANICAL SHEETS) Y = UNIT TYPE X = UNIT NUMBER Y X SITE PLAN NOTES DUCT SMOKE DETECTORDSD SD HORN- AUDIBLE DEVICE VISUAL- VISUAL DEVICE MANUAL PULL STATION END OF LINE RESISTOR HEAT DETECTOR SMOKE DETECTOR B H BELL P AUDIBLE/VISUAL FLOW SWITCH TAMPER SWITCH F AV T H V (R) UC UG UON (TBR) TYP NIC NL PPOLE MSB MTTB (N) NEW ABBREVIATIONS AMPERE AMP FUSE RATING ABOVE FINISH FLOOR ABOVE FINISH GRADE AMPERES INTERRUPT CAPACITY AMP SWITCH RATING BELOW FINISH GRADE CIRCUIT BREAKER CIRCUIT CONDUIT EXISTING ELECTRICAL CONTRACTOR EXHAUST FAN CA. ELECTRICAL CODE (E) IN (N) LOCATION (E) TO BE (R) FIRE ALARM FIRE ALARM CONTROL PANEL GROUNDING CONDUCTOR GENERAL CONTRACTOR GROUND GALVANIZED RIGID STEEL MECHANICAL CONTRACTOR ISOLATED GROUND GANGED WITH SWITCH MAIN CIRCUIT BREAKER LIGHTING MAIN LUGS ONLY FUTURE (E) POWER HOMERUN POWER/COMM. SINGLE RECEPT. DUPLEX RECEPT. DUPLEX- HALF SWITCHED DOUBLE DUPLEX SPECIAL CONFIGURATION DUPLEX- FLOOR OUTLET LETTER ADJACENT INDICATES FIXTURE TYPE A RECESSED FLUOR. SURFACE FLUOR. FLUOR. STRIP UON TRACK LIGHT DIRECTIONAL FLOOD EXIT LIGHT- WALL EMERGENCY FIXTURE POLE LIGHT POLE LIGHT- DECORATIVE TANDEM-WIRED LAMPS (ARROW INDICATES DIRECTION) EXIT LIGHT- CEILING BOLLARD FA2DPST OCCUPANCY SENSOR W/THERMAL OVERLOAD DUAL LEVEL SWITCHING SWITCHLEG DESIGNATION P W/PILOT LIGHT KEY OPERATED ,a OS K 3-WAY 4-WAY DIMMER TIMER SWITCH D T 3 4 MC MCB MLO IG GWS LTG GFI GND GRS G FACP GC CONDUIT STUB (W/MARKER) VERTICAL CONDUIT RUN FLEXIBLE CONNECTION SURFACEMOUNT RACEWAY SWITCHES SPST CONDUIT SEAL LOW VOLTAGELV (E) (EXN) (EXR) (F) EC EF-# CEC CKT C AS BFG CB NOTE: INTERPRET IN CONTEXT LIGHT FIXTURES CEILING SURFACEMOUNT WALL SURFACEMOUNT RECESSED DOWNLIGHT RECESSED WALLWASH PENDANT MOUNT NEW POWER HOMERUN (3 HOTS & NEUT SHOWN) EXISTING TO REMAIN CONDUIT/WIRE ISOLATED GROUND E NEW AFF AFG AIC A AFUNDERGROUND PHONE/DATA COMBO OUTLET GROUND FAULT CIRCUIT INTERRUPTGFI MOUNTED ABOVE COUNTER* MOUNTED ABOVE COUNTER* FIRE ALARM CONTROL PANEL REMOTE POWER SUPPLYRPS CONDUIT ONLYC.O. PV PHOTOVOLTAIC FIRE ALARM J JUNCTION BOX MAIN SWITCHBOARD NOT IN CONTRACT NIGHT LIGHT RELOCATE(D) TO BE REMOVED TYPICAL UNDERCABINET UNDERGROUND VOLT AMPERES WATT, WIRE WEATHERPROOF (NEMA 3R) UNLESS OTHERWISE NOTED FUSIBLE SWITCH Ø GROUND PHASE TELEPHONE OUTLET DATA OUTLET SAFETY DISCONNECT TELEVISION OUTLET MISCELLANEOUS CIRCUIT BREAKER THERMOSTATT MOTOR TV VOLTV WP VA W SPEAKER/VISUALSV INTERMEDIATE DISTRIBUTION FRAMEIDF MAIN DISTRIBUTION FRAMEMDF SMOKE/CO DETECTORSDCO ACCESS POINTAP DOUBLE DUPLEX, HALF SWITCHED LEGEND GROUND FAULT CKT INTERRUPTER MAIN TELEPHONE TERMINAL BOARD CONVENTIONS SHEET NO. SHEET DESCRIPTION E001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS E002 ELECTRICAL DETAILS E003 LEVEL 2 EV CAR CHARGER SPECIFICATIONS E004 ELECTRICAL SPECIFICATIONS E101 ELECTRICAL SITE PLAN EXPIRES: 09/30/26 THOMA #23-8146 ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L Page 336 of 1527 T-BAR CEILING BUILDING STRUCTURE (N) INTERIOR CONDUITS TO MATCH EXTERIOR PLAN AT REAR/SIDE OF PORTABLE (N) GRS CONDUIT(S) PER PLAN NEW LB CONDULET OR CABINET PER PLAN FINISHE GRADE (N) CONDUIT PENETRATIONS. CAULK OPENINGS AIRTIGHT FROM WALL SURFACE TO CONDUIT WITH NON-HARDENING ACOUSTICAL SEALANT BOTH SIDES OF WALL. PACK ANNULAR SPACE COMPLETELY WITH MINERAL FIBER. NO MULTIPLE CONDUIT PENETRATIONS ALLOWED. PACK AND CAULK EVERY CONDUIT INDIVIDUALLY. S e p 1 1 , 2 0 2 4 - 1 0 : 3 0 p m - C h r i s - K : \ E N G \ 2 0 2 3 \ 2 3 - 8 1 4 6 \ 2 3 - 8 1 4 6 _ E 0 0 2 - E L E C T R I C A L D E T A I L S . d w g CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPT 11, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S EXPIRES: 09/30/24 THOMA #23-8146 ERE TYM.E C F NO. 20823 E L T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS L CJ/JT TR CHRIS JOSE San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 EL E C T R I C A L D E T A I L S E002 5 TYPICAL CONDUIT IN TRENCH, NON-TRAFFIC AREAS 6 TYPICAL CONDUIT IN TRENCH, TRAFFIC AREA 6" 24 " MINIMUM 6" CRUSHED ROCK 6" FINISHED GRADE REINFORCED BOX EXTENSION, AS REQUIRED GROUT OPENING ALTERNATE CONDUIT ENTRY WHERE NUMBER OF BENDS IN RUN ALLOWS 30 " MI N . C O N D U I T D E P T H MI N I M U M I N T E R I O R B O X D E P T H REINFORCED CONCRETE COVER (TO SUIT APPLICATION) WITH HOLD DOWN BOLTS (FROM MANUFACTURER). LABEL COVER AS REQUIRED. TRAFFIC RATED (AS REQUIRED) PRECAST REINFORCED CONCRETE BOX. SIZE PER PLANS. SEAL AROUND CONDUIT, BOX AND EXTENSION JUNCTION. BELL END, SEAL OR FOAM (TYP.) SEAL OR FOAM NOTES: 1. PULL BOXES SHALL BE INTERMITTENT TRAFFIC RATED (AS REQUIRED). 2. PULLBOXES CONSTRUCTED OF REINFORCED POLYMER WITH TRAFFIC RATING IF REQUIRED ARE ACCEPTABLE. CONDUIT RUN IS 150' GREATER TOP OF SLAB/FINISH GRADE PVC GRS, TAPE WRAPPED, TO EQUIPMENT OR BOX TERMINATION 18" MIN AT SLAB AND 24" MIN AT FINISH GRADE CONCRETE BLDG. PAD/SOIL GRS, TAPE WRAPPED TOP OF ELBOW FINISH GRADE PVC ELBOW PERMITTED U.O.N 18" MIN SOIL GRS, TAPE WRAPPED, OR PVC COATED RISER TO EQUIPMENT OR BOX TERMINATION PVC 24" MIN OR AS DEEMED BY APPLICATION WHICHEVER IS GREATER CONDUIT RUN IS LESS THAN 150' NOTES: UNDERGROUND CONDUITS AND TRANSITION TO ABOVE GRADE/SLAB SHALL BE AS FOLLOWS: 1. PVC ELBOWS ALLOWED IF TOP OF ELBOW IS MINIMUM 18" BFG OR BELOW TOP OF SLAB, OTHERWISE GRS, TAPE WRAPPED, ELBOWS ARE REQUIRED. 2. GRS ELBOWS ARE REQUIRED IF CONDUIT RUN IS 150' GREATER. 3. GRS RISERS ARE REQUIRED FROM ELBOW BELOW GRADE TO EQUIPMENT (DEVICE, OUTLET, PANEL, CABINET, ETC.) ABOVE GRADE. 4. GRS ELBOWS/RISERS TO BE TAPED WRAPPED (1/2" LAPPED) TO 3" ABOVE FINISH GRADE OR TOP OF SLAB. BELOW TOP OF SLAB GRS, TAPE WRAPPED, OR PVC COATED RISER TO EQUIPMENT OR BOX TERMINATION TOP OF SLAB TOP OF ELBOW PVC PVC ELBOW PERMITTED U.O.N 4"18" MIN CONCRETE BLDG. PAD CONDUIT RUN IS LESS THAN 150' 12 " CAN VARY DIMENSION 12" MIN 2" 4" 2" 18 " M I N 4" 8" WHERE OCCURRING (VERIFY SIZE AND QUANTITY) POWER CONDUITS SPARE CONDUIT DATA & SIGNALCONDUITS (VERIFY AC PAVING AND/OR CONCRETE FINISHED GRADE 6"W ELECTRICALMARKING TAPE(RED MYLAR, 6" MINWIDTH) & 6"WCOMMUNICATIONSMARKING TAPE(ORANGE MYLAR,6" MIN WIDTH) CONDUITS PER PLAN 2" FEEDER OR COMMUNICATIONS 2 SACK SLURRY TO 3" ABOVE CONDUIT AS REQUIRED 2" 12 " 4" 2" WHERE OCCURRING AC PAVING AND/OR CONCRETE FINISHED GRADE JOINT TRENCH SINGLE TRENCH SIZE AND QUANTITY) 6"W ELECTRICAL MARKING TAPE(RED MYLAR, 6" MIN WIDTH) OR 6"WCOMMUNICATIONS MARKING TAPE(ORANGE MYLAR, 6" MIN WIDTH),DEPENDING ON UTILITY TYPE NOTE: - CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION. - CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM. - REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS. - WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS. - REFER TO CEC TABLE 300.5 FOR CONDITIONS THAT MAY PERMIT LESS THAN 18" MINIMUM COVER. 18 " M I N 12 " CAN VARY DIMENSION 12" MIN 2" 4" 2" 24 " M I N 4" 8" WHERE OCCURRING (VERIFY SIZE AND QUANTITY) POWER CONDUITS SPARE CONDUIT DATA & SIGNAL CONDUITS (VERIFY AC PAVING AND/OR CONCRETE FINISHED GRADE 6"W ELECTRICALMARKING TAPE(RED MYLAR, 6" MINWIDTH) & 6"WCOMMUNICATIONSMARKING TAPE(ORANGE MYLAR,6" MIN WIDTH) CONDUITS PER PLAN 2" FEEDER OR COMMUNICATIONS 2 SACK SLURRY MIX ABOVE CONDUITS AS REQUIRED 2" 12 " 4" 2" WHERE OCCURRING AC PAVING AND/OR CONCRETE FINISHED GRADE JOINT TRENCH SINGLE TRENCH SIZE AND QUANTITY) 6"W ELECTRICAL MARKING TAPE(RED MYLAR, 6" MIN WIDTH) OR 6"WCOMMUNICATIONS MARKING TAPE(ORANGE MYLAR, 6" MIN WIDTH),DEPENDING ON UTILITY TYPE NOTE: - CONTRACTOR SHALL VERIFY MINIMUM SEPARATION FOR WATER AND GAS WITH MECHANICAL/PLUMBING ENGINEER PRIOR TO EXCAVATION. - CONDUITS SHOWN ARE TYPICAL. VERIFY EXACT NUMBER OF CONDUITS FROM SITE PLAN AND SINGLE LINE DIAGRAM. - REFER TO STRUCTURAL SHEETS FOR CONDUIT CLEARANCE REQUIREMENTS TO BUILDING FOOTINGS. - WHEN POWER IS NOT BELOW COMMUNICATIONS, 12" MIN. HORIZONTAL SEPARATION SHALL BE MAINTAINED FROM ALL OTHER NEW UTILITY CONDUITS. 24 " M I N DRAIN BASE SAND OR 2 SACK SLURRY NATIVE SOIL BACKFILL95% COMPACTION NATIVE SOIL BACKFILL 95% COMPACTION OR 2 SACK SLURRY NATIVE SOIL BACKFILL 95% COMPACTION NATIVE SOIL BACKFILL 95% COMPACTION 2 SACK SLURRY TO 3" ABOVE CONDUIT 2 SACK SLURRY TO 3" ABOVE CONDUITS 2 SACK SLURRY TO 3" ABOVE CONDUIT 3 TYPICAL PULL BOX, 24"X36" AND SMALLER 4 TYP. UNDERGROUND CONDUITS AND TRANSITION ABOVE GRADE 1 SURFACE CONDUIT AT EXISTING BUILDING 2 (E)"MSB" LOAD CALCULATIONS EXPIRES: 09/30/26 THOMA #23-8146 ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L Page 337 of 1527 S e p 1 1 , 2 0 2 4 - 1 0 : 3 0 p m - C h r i s - K : \ E N G \ 2 0 2 3 \ 2 3 - 8 1 4 6 \ 2 3 - 8 1 4 6 _ E 0 0 3 - L E V E L 2 E V C A R C H A R G E R S P E C I F I C A T I O N S . d w g CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPT 11, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S EXPIRES: 09/30/24 THOMA #23-8146 ERE TYM.E C F NO. 20823 E L T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS L CJ/JT TR CHRIS JOSE San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 LE V E L 2 C A R E V C H A R G E R S P E C I F I C A T I O N S E003 FURNISHED AND INSTALL NEW LEVEL 2 FROM CHARGE POINT PER CITY OF SLO REQUIREMENTS. 50AMP DUAL PORT, PEDESTAL MOUNT, 18FT CABLE WITH EMV CHIP READER AND POWER MANAGEMENT KIT FOR LOAD SHARING, BOLLARD CONCRETE MOUNTING KIT, CHARGEPOINT ASSURE AND STATION ACTIVIATION AND CONFIGURATION SOFTWARE AND SERVICE EXPIRES: 09/30/26 THOMA #23-8146 ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L Page 338 of 1527 S e p 1 1 , 2 0 2 4 - 1 0 : 3 0 p m - C h r i s - K : \ E N G \ 2 0 2 3 \ 2 3 - 8 1 4 6 \ 2 3 - 8 1 4 6 _ E 0 0 4 - E L E C T R I C A L S P E C I F I C A T I O N S . d w g CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPT 11, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S EXPIRES: 09/30/24 THOMA #23-8146 ERE TYM.E C F NO. 20823 E L T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS L CJ/JT TR CHRIS JOSE San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 EL E C T R I C A L S P E C I F I C A T I O N S E004 SECTION 26 0500 - COMMON WORK RESULTS FOR ELECTRICAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section Includes: 1. Materials and equipment shall be furnished and installed in support of electrical work described in these plans and specifications including but not limited to, raceways, boxes, enclosures, feeders, branch circuiting, supports, terminal cabinets, sleeves, gutters, panels, transformers, switchgear, lighting fixtures, controls, relays, contactors, in order to complete and make fully functional the systems described. 2. Raceways for all power and communications systems as shown and/or required. Duct banks shall include all trenching, racking, conduit, concrete, backfill, boxes, pads, substructures required for a fully developed and useable pathway for cables, conductors, as shown on site, etc. 3. Allocation of time to adequately train the Owner on the use and operation of all systems installed within the facility or on the property. Minimum two week advance notice shall be coordinated with the Owner and his representatives. Training shall be as outlined in individual system specifications identified to follow. B. Related Sections Under Other Divisions: 1. Painting of electrical equipment where exposed and required by the Architect to be painted as described elsewhere in the specification. 2. Access Control and Security Camera System: Shall be installed by Owner's vendor. Contractor shall provide conduits, boxes, stubs to accessible ceilings. 1.3 SYSTEM DESCRIPTION A. The electrical plans indicate the general layout and arrangement; the architectural drawings and field conditions shall determine exact locations. Field verify all conditions and modify as required to satisfy design requirements as well as code minimums. Maintain all required working clearances as described in CEC Article 110 as well as other applicable articles. B. Discrepancies shall be brought immediately to the attention of the Architect for clarification. The Architect shall approve any changes. Prior to rough-in, refer to architectural plans that shall take precedence over electrical plans with respect to locations. C. Verify all power and communications utility company requirements prior to commencement of utility work. Make proper adjustments to the construction to satisfy the serving utility requirements if they differ from the construction documents. It shall be the Contractor's responsibility to contact each utility company for obtaining finalized utility design drawings and/or approval, and for scheduling inspection of utility infrastructure installations. D. Charges imposed by the electric and communications utility companies shall be paid by Owner directly to utility companies. 1.4 SUBMITTALS AND SHOP DRAWINGS A. Before construction, submit in (accordance with the General Conditions of this Specification) a complete list of all materials proposed to be furnished and installed under this section. Any material procured without review and approval of the engineer and/or owner's representative, will solely be at the contractor's risk. B. Manufacturers' specifications, catalog cuts and shop drawings as required to demonstrate compliance with the specifications. Identify specific intended use for each component where submittal may be ambiguous. Submit entire bound submittal at one time; partial submittals will not be accepted. At a minimum, submittals will be required for the following: 1. 20a/1p breaker. 2. Conduit including all fittings, etc. 3. Wiring and cable, terminations, etc. 4. Fire rating penetration materials, details, etc. C. The intent of these specifications is to establish a standard of quality for materials and equipment. Therefore, some items are identified by manufacturer or trade name designation. Substitutions shall be subject to the Architect's approval. Samples of the proposed and substitute materials may be required for inspection prior to approval. Costs, if any, for evaluation of substitutions shall be the Contractor's responsibility. The decision of the Architect shall be final. Where the substitution will affect other trades, coordinate all changes with those trades concerned and pay any additional costs incurred by them as a result of this substitution. Approval of substitutions shall not relieve the Contractor from providing an operational system in accordance with all applicable codes and ordinances. 1. Provide seismic details of seismic restraints and anchors; including number, size and locations for each piece of equipment. 1.5 DELIVERY, STORAGE AND HANDLING A. Storage of equipment for the job is the responsibility of the Electrical Contractor and shall be scheduled for delivery to the site, as the equipment is required. Damage to the equipment delivered to the site or in transport to the job shall be the responsibility of the Electrical Contractor. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials shall be new and bear the label of or be listed by a nationally recognized testing laboratory. The quality and suitability of all materials shall conform to the standards and practices of this trade. B. Supplied materials shall be of a current manufactured product line. Discontinued products are not acceptable. Where products are identified on the contract documents by part number, supply the current product model or series which meets the specification and intended use of the specified component. 2.2 SUPPORTING DEVICES A. Hangers: Kindorf B-905-2A Channel, H-119-D washer, C105 strap, 3/8" rod with ceiling flange. B. Concrete Inserts: Kindorf D-255, cast in concrete for support fasteners for loads up to 800 lbs. C. Pipe Straps: Two-hole galvanized or malleable iron. PART 3 - EXECUTION 3.1 INSTALLATION A. Professionalism and appearance of installations shall be in accordance with accepted practices of this trade. Installation methods shall conform to manufacturers' specifications and recommendations. The Contractor shall man the job with qualified journeymen and helpers in this trade for the duration of the job. It is the Contractor's responsibility to communicate with and keep the job superintendent appraised of changes or clarifications, etc. B. Employment of any person on any job in the capacity of an electrician is not permitted unless such person has qualified for and holds a valid Journeyman Electrician Pocket Card or General Journeyman Electrician Certificate issued by the State of California Division of Apprenticeship Standards except, Contractor may employ electrical helpers or apprentices on any job of electrical construction, new or existing, when the work of such helpers or apprentices is performed under the direct and constant personal supervision of a journeyman electrician holding a valid Pocket Card accepted by the State of California Division of Apprenticeship Standards. 1. Each Pocket Card carrying journeyman electrician will be permitted to be responsible for the quality of workmanship for a maximum of one helper or apprentice during any same time period, provided the nature of work is such that good supervision can be maintained and the quality of workmanship is the best, as expected by Owner and implied by the latest edition of the National Electrical Code. 2. Before each journeyman electrician commences work, deliver to Owner at the project site, a photocopy of the journeyman's valid Pocket Card. C. Materials shall be installed in accordance with the manufacturers' specification and recommendations. They must conform to the approval AHJ adopted codes and standards, but not less than the 2019 CEC and all applicable codes and standards, including but not necessarily limited to California Code of Regulations Title 24, NFPA, National Electrical Manufacturers Association, ANSI, CBC, and any other adopted ordinances of applicable agencies having jurisdiction. Refer to general conditions of specifications. D. Electrical Contractor shall lay work out in advance in order to avoid unnecessary cutting, chasing, and drilling of floors, walls, ceilings and other surfaces. Work of this nature shall be carefully done so as not to damage work already performed by other trades. Any damage which results must be properly repaired at no extra cost to the Owner. Such alterations shall not depreciate the integrity of the structure. Approval for cuts or penetrations in structural members shall be by the Architect. E. Coordinate work with other trades as required to eliminate any delays during construction. Coordinate changes with other prime contractors to avoid construction conflicts. F. Engineer's Field Observation: Site visits during construction for field observations and reports will be conducted by electrical engineer when directed by the Architect. A list of items that need to be addressed will be submitted to the Architect for forwarding to the Contractor. A written response to all items shall be submitted for Owner's review once complete. When Electrical Engineering representative performs a field observation, the Electrical Contractor shall be present and available to remove equipment covers as needed. G. Drawings of Record: Provide a full and accurate set of field record drawings marked up in a neat and understandable manner submitted to the Owner Representative, Construction Manager, or Architect upon completion of the work and prior to issuance of a certificate of completion. The drawings shall dimension all electrical facilities including but not limited to underground conduit, vaults, boxes as well as conduit routing scaled to within 12" of actual field conditions and shall be kept up to date on a daily basis reflecting changes or deviations. Electrical facilities shall be accurately drawn on the plan to scale. Refer to the general conditions of these specifications for additional requirements. Record drawings shall be required to identify both horizontal and vertical dimensions to visible and fixed points such as concrete, asphalt, buildings, sidewalks, etc. H. Identification: Provide engraved laminated plastic nameplates for all switchboards, panelboards, fire alarm terminal cabinets, telephone and cable television backboards, main devices, control panels, time clocks, contactors and safety disconnect switches accurately identifying each device. Labels shall be attached to the equipment by means of screws or rivets. Self-adhering labels will not be acceptable. Refer to Section 26 0553, IDENTIFICATION OF ELECTRICAL SYSTEMS. I. Safety: The Electrical Contractor is responsible to maintain equipment in a safe and responsible manner. Keep dead front equipment in place while equipment is energized. Conduct construction operations in a safe manner for employees as well as other work persons or anyone visiting the job site. Provide barriers, trench plates, flags, tape, etc. The Contractor shall hold all parties harmless of negligent safety practices that may cause injury to others on or near the job site. J. Guarantees: Equipment and labor shall be guaranteed and warranted free of defects, unless otherwise stated to be more restrictive, for a period of one year from the date of final acceptance by the Owner. A written warranty shall be presented to the Architect at the time of completion prior to final acceptance. Equipment deemed to be damaged, broken or failed should be repaired or replaced at no additional cost to the Owner. Materials or system requiring longer than a one-year warranty as described herein shall be separately warranted in separate letters of guarantee stating the duration of warranty. K. Operating and Installation Manuals: Provide two copies each of manuals, operating and installation instructions for equipment indicated in submittal packages. Instruct the Owner's representative as to the operation and location of equipment necessary to allow them to operate the facility upon final acceptance. This instruction period shall be prearranged with the Owner's representative prior to occupancy of the facility and the weeks prior to training scheduled. END OF SECTION 26 0500 SECTION 26 0533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Conduit and fittings. 2. Weatherproof outlet boxes. 3. Junction and pull boxes. 4. Cabinets, termination cabinets. 5. Gutters. 6. Concrete boxes and vaults. B. Related Work: 1. Installation of all wire, cable, conductor, boxes/gutters, pull ropes, fiber optic cable raceway, conduit, innerduct, cable sleeve and duct as described on the plans and/or as specified here-in. This scope shall include pathways to be installed underground on site and offsite, underslab, above grade, both concealed and exposed, overhead concealed and exposed as appropriately applied. Raceways/boxes shall be installed in accordance with their intended and allowed uses and as specified here-in whichever is more restrictive. Size and capacity of all raceway/boxes shall be as specified here-in or as depicted on the drawings, but shall not be less than that required by code. Larger raceway sizes may be specified than code would permit. The specifications shall govern. 2. Listed products for termination, coupling, extending, benching supports of raceways shall be used. 3. Raceways/boxes described by this section shall include, but not be limited to, power for site utilities and lighting, site and building communications, controls, fire alarm, security, access control, sound systems, data system, energy management systems, power distribution, lighting, lighting controls, video, CATV, voice communications, intercom, nurse call, HVAC and other building low voltage/communications systems controls as may be required. Raceways, boxes and duct paths required for utility companies shall be installed per plans unless utility company requirements are more restrictive at which time those requirements shall take precedence. 4. Protection of and cleanliness of pathways and raceways must be assured during the construction process in order to eliminate the possibility of debris entering the conduit, duct, pathway resulting in decreased wire capacity and potential damage to installed conductors and cables. 5. Pathways are shown in a diagrammatic way and are generally accurate as to routing, however, it is the Contractor's responsibility as a means and methods process to coordinate with all other trades that require space within a building. The Contractor shall obtain approval for installation of raceways routing through structural footings, retaining walls, columns, beams, purlins, grade beams, etc. 6. It is the Contractor's responsibility to insure that all raceway and boxes systems penetrate fire assemblies and sound rated assemblies in an approved manner using the appropriate and listed products for the purpose. 7. Trenching and backfilling for all underground conduit systems installed by the Electrical Contractor shall be the responsibility of the Contractor. Conduits shall have minimum cover requirement of 36" below finish grade with the exception of site lighting conduits which may be 24" below finish grade minimum. More stringent depth requirements may be imposed by the local agency and utility company and shall be adhered to, and / or this specification or as detailed on the plans. Joint trenching may be utilized where practicable and where permitted by this specification. Concrete, native material and sand shall be used as backfill material and shall be compacted in accordance with and coordinated with the grading and site preparation requirements. Conduits shall rest in a minimum of 4" bed of sand prior to backfill and compaction. Locations of existing underground (UG) utility systems shall be determined by calling Underground Service Alert (USA) at least 48 hours prior to any excavation. Also refer to Section 26 0546.13, ELECTRIC UTILITY SYSTEMS. 8. Minimum conduit size shall be 1/2" except if plan shows or code requires larger size. Exception: Use minimum 3/4" for underslab and below grade applications outside of building exterior walls. 9. All electrical, control, communications systems shall be installed in [metallic] conduit system. This shall include but not be limited to all systems described in Section B.3 above, except for voice and data systems which shall be installed as described on these plans and as specified here-in but shall not be less than the recommendations of EIA/TIA standards. 10. All line voltage wiring within the building shall be installed in metallic conduit. 11. All conduit, concrete pads, underground concrete or fiberglass substructures shall be furnished and installed with the approved materials and type for the application. Provide proper traffic control during construction as well as barriers and protection of all excavations and trenching. 12. Empty or future conduits shall be properly plugged with plastic caps or inserts with a 3/8" polyethylene pull rope. Plastic or "duct" tape will not be acceptable. 13. Exterior installations: After conductors are installed, seal conduit ends to prevent entrance of foreign material using pliable duct seal, caps or waterproof expanding foam. 14. All low voltage systems including intercom, fire alarm, public address, etc. shall be in dedicated conduit systems. Voice / Data and Direct Digital Control (DDC) systems for HVAC cabling shall be routed as specified in Section 27 1300, INTERCOMMUNICATIONS SYSTEMS and as recommended by EIA/TIA standards. It shall be the contractor's responsibility to provide raceway down walls to outlet boxes and to provide sleeves across inaccessible ceiling spaces. 15. Underground conduits entering building shall have the open end of conduit within building above the elevation of the conduit outside the building such that water cannot enter building through conduit. If such a condition exists, a pull box outside of building footprint shall be installed in conduit route before conduit enters building whereby top of pull box is below finish floor of building and moisture may exit box before entering building. 16. No single conduit run of any type shall exceed 300 degrees of radius bend from termination box to termination box. 17. Separate Raceway System: Provide a separate dedicated raceway system for each system installed, do not combine different systems into a raceway or cable tray system, unless otherwise noted or allowed. 18. Spare, Future Conduits: Conduits labeled conduit only, spare, or for future use, shall be provided with a pullrope, capped at each end, labeled as spare with destination marked, and turned over to the Owner in an unused state. Contractor shall not utilize these conduits for the installation of cabling or conductors as part of this scope of work. Contractor to verify and install at no additional cost to the Owner, additional conduits as required for the installation of the systems being installed. 19. Outlet System: Provide electrical boxes and fittings as required for a complete installation. Including but not limited to outlet boxes, junction boxes, pull boxes, bushings, locknuts, covers and all other necessary components. 20. Code Compliance: Comply with CEC as applicable to construction and installation of electrical boxes and fittings and size boxes according to CEC 312, 314 and 366 except as noted otherwise. 21. Outlets to be flush mounted: Maintain integrity of insulation and vapor barrier. Unless otherwise noted, flush mount all outlet boxes. 22. Provide putty pads of proper type around outlet boxes and/or as detailed on plan to meet sound transmission restrictions and fire ratings of walls. 1.3 SUBMITTALS A. Provide Shop Drawings and Product Data for the Following Equipment: 1. Conduit and fittings. 2. Junction and pull boxes. 3. Cabinets, termination cabinets. 4. Gutters. 5. Concrete boxes and vaults. 6. Putty pads. 7. Raceways 1.4 REGULATORY REQUIREMENTS A. Conform to requirements of the CEC, latest adopted version with amendments by local AHJs. B. Furnish products listed by UL or other independent and nationally recognized testing firm. PART 2 - PRODUCTS 2.1 MATERIALS A. Heavy wall Rigid Non-Metallic Conduit, shall be PVC schedule 40 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications. B. Extra heavy wall non-metallic conduit, shall be PVC schedule 80 manufactured in accordance with NEMA Standard TC-2, UL-651 and WC 1094A specifications. C. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E. D. Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal Specification WW-C-563A. E. Electrical Non-Metallic Tubing (ENT), shall be listed to requirements of U.L. 1653, in accordance with CEC Article 362, and meet requirements of BI National Standard CAN/CSA-C22.2 No. 227.1-U.L. 1653. ENT shall be rated for 90 degrees C conductors and shall be recognized for use in 2-hour fire resistance non-load bearing and load bearing wall assemblies. ENT shall be recognized for through-penetration firestop systems as classified to meet U.L. and ICC building codes. F. Manufacturers: 1. Outlet Boxes: Bowers, Raco, Steel City or equal. 2. Weatherproof Outlet Boxes: Bell, Red Dot, [Carlon] or equal. 3. Floor Boxes: Wiremold/Walker, Hubbell, Steel City, or equal. 4. Junction and Pull Boxes: Circle AW, Hoffman, Wireguard or equal. 5. Box Extension Adapter: Bell, Red Dot, [Carlon] or equal. 6. Conduit Fittings: O-Z Gedney, Thomas & Betts, or equal. 7. Vaults: Christy, Brooks, Utility Vault or equal. 8. Putty pads: 3M, Hilti, or equal. 9. Heavy wall rigid non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal. 10. Extra heavy wall non-metallic conduit, Carlon, Certainteed, R&G Sloane or equal. 11. Galvanized Rigid Steel (GRS) conduit shall be hot dipped galvanized, zinc coated and shall comply with Underwriters Laboratories UL-6, ANSI Specification C-80.1 and Federal Specification WW-C-581E. 12. Electrical Metallic Tubing (EMT) shall be zinc coated, with a protective coating applied to the inside surface and shall comply with Underwriter Laboratories UL-797 ANSI Specification C-80.3 and Federal Specification WW-C-563A. 13. Flexible Metal Conduit (FMC), Alflex, American Flexible Conduit or equal. 14. Liquid tight flexible metal conduit, Anacanda (type UA), Electri-flex Liquatite or equal. 15. Exterior In-Grade Boxes for Non-Utility Company, Precast concrete or polymer concrete, Utility Vault and Christy. 2.2 JUNCTION AND PULL BOXES A. Construction: Provide galvanized sheet steel junction and pull boxes, with screw-on covers; of the type shape and size, to suit each respective location and installation; with welded seams and equipped with steel nuts, bolts, screws and washers. B. Location: 1. Install junction boxes above accessible ceilings for drops into walls for receptacle outlets from overhead. 2. Install junction boxes and pull boxes as required to facilitate the installation of conductors and limiting the accumulated angular sum of bends between boxes, cabinets and appliances to 300 degrees. 3. Locations: Junction boxes shall be located only where necessary and only in equipment rooms, closets, and accessible attic and underfloor spaces. A horizontal distance of 24" shall separate outlet boxes on opposite sides of occupancy separation walls, fire-rated walls or partitions. 4. Labeling: Junction box covers shall be marked with indelible ink indicated the circuit numbers passing through the box. 2.3 EXTERIOR IN-GRADE BOXES FOR NON-UTILITY COMPANY USE SHALL BE: A. Precast concrete or polymer concrete type with full bottoms and draining into gravel drywell. . Open bottom splice/pull boxes 24" x 36" and smaller shall be open bottom, with minimum 12" of gravel below for drainage. B. Flushmount in hardscape and 1" above grade in softscape. C. Provided with correct traffic type lid, i.e., full vehicular, intermediate incidental vehicular or pedestrian-rated as applicable stamped with "ELECTRIC", "LIGHTING", COMMUNICATIONS", etc. cover identification as shown on the drawings or as applicable. All boxes or vaults located in streets, driveways, sidewalks wider than 8', and turf areas where mowing takes place shall be traffic rated. D. Provided with brass hold-down bolts in cover. E. Provided with necessary box extensions to gain proper depth. F. Seal all conduit in underground boxes with duct seal after conductors have been installed. 2.4 PUTTY PADS A. Intumescent moldable firestop putty designed to protect electrical outlet boxes. B. Designed to install around outside of outlet boxes. PART 3 - EXECUTION 3.1 INSTALLATION A. Conduit systems listed below are for use in installations where they are permitted to be used by CEC and/or other occupancy restrictions. The below installation methods do not intend to suggest that these materials be installed in conflict with any applicable code. Special attention to applications shall be made in building types such as Educational, Health Care, wet location, hazardous locations, assembly occupancy and multi-story, but not limited to these. Requirements which are more restrictive than the CEC may be called for by the drawings and / or these specifications. These requirements must be adhered to. The Electrical Contractor shall be responsible to use the proper conduit system for the application. Exposed conduit is not allowed below ceilings or above slab of floor, without the permission and approval of the Architect. All conduits shall be concealed except in electrical and telecommunication rooms or where shown to be surface mounted. Exposed conduit (where allowed) shall be run square and plumb with building lines in an approved manner. Support roofmount conduits, where allowed, with minimum 12" wide redwood blocks set in mastic unless otherwise detailed in roof requirements or as specified in roofing specification, by the Architect. Strap conduits to blocks with proper sized conduit straps. Spacing of support shall be a minimum as provided for in the CEC. All exposed conduit mounted below 8' above finished grade shall be strapped at a minimum of 5' spacing. B. Non-Metallic Rigid Conduit shall be used in concrete slabs, below concrete slabs on grade, or underground outside of a building slab or foundation. Maintain minimum depth requirements and cover with appropriate fill material. Minimum 4" of bedding and cover of backfill material 1/4" size grain and smaller maximum. Conduit shall be heavy wall Schedule 40 or 80, rigid PVC only. Rigid utility P&C duct shall not be used in any application. Properly sized grounding conductors shall be installed per CEC article 250, in all non-metallic conduit branch circuit and feeder runs. PVC conduit shall be formed or field bent only with the use of properly approved bending tools such as to not decrease the internal bore of the conduit. All conduits shall be cut square and reamed of burrs. Approved and compatible glue shall be used on all PVC fittings to attain watertight joints. All non-metallic conduit runs over 150' in length and over 1 1/4" trade size conduit shall utilize galvanized rigid steel elbows. C. Galvanized Rigid Steel (GRS) conduit shall be used where exposed less than 8'-0" above finished grade to 18" below finished grade and where subject to physical damage. Conduits shall be cut square and reamed to remove burrs and sharp edges. Strap conduit below 8' above grade at 5' intervals. Unless otherwise noted, threadless setscrew and threadless weathertight fittings may be used in lieu of threaded fittings. All threaded ends entering a junction box of any type shall require one locknut on the inside and one on the outside of the enclosure and be provided with a plastic bushing or grounding bushing where necessary for proper grounding. Where exposed to moisture, a watertight hub or other approved method shall be required. All conduits shall be stubbed up straight and uniform into junction boxes, panels, cabinets, etc., and shall be (GRS) properly supported and strapped. All GRS conduit located below grade, shall be tape wrapped. D. Electrical Metallic Tubing (EMT) shall be used as allowed by code and as permitted by this specification. It shall not be in contact with soil or the concrete slab on the ground floor of any structure. Connectors and couplings shall be [steel or diecast] [insulated/non-insulated] set screw type where installed in indoor dry locations not subject to moisture. Where the potential for moisture is present, compression type weathertight fittings are required. One hole conduit straps are permitted from 1/2" to 1" and two hole conduit straps are required for size 1 1/4" and larger. EMT shall not be allowed in areas subject to severe physical damage. Install copper ground wire sized per CEC 250-122 in all EMT conduits. E. where concealed in building construction or above dropped ceilings, but shall meet the following criteria: No individual circuit path from distribution panel to last device shall exceed a cumulative length of 30' of flexible conduit from start to end. Flexible conduit shall not exceed a total directional change of 270 bending degrees in any one run between conduit terminations. Squeeze type or Jake type steel flex fittings of a grounding type are required. Flexible conduit must be supported in accordance with CEC. Where exposed to the weather, moisture, or spray down flexible conduit shall be of the liquidtight type. Fittings shall be manufactured for use with liquidtight flexible conduit. All motor connections shall be made with liquidtight flex. Flexible conduit may not be used where exposed except for last 2' of equipment connection and unless otherwise noted or approved. A copper ground wire sized per CEC 250-122 shall be installed in all flexible conduit runs. Flexible conduit may not be used exposed. Weatherproof liquid tight conduit shall not be used at roof level for equipment connections with lengths exceeding 24" nor shall it be used to circumvent a rigid conduit system in a horizontal direction. Connect recessed lighting fixtures to conduit runs with a maximum of 6' of flexible metal conduit extending from junction box to fixture. "Master" "Slave" fixtures are permitted to use manufactured flexible cable of longer dimension up to 12' between "Master" and "Slave" only and only as a U.L. listed system component. F. Underground conduits and transition to above grade/slab shall be as follows: 1. PVC elbows allowed if top of elbow is minimum 18" BFG or below top of slab, otherwise GRS elbows are required. 2. GRS elbows are required if conduit run is 150' or greater. 3. GRS risers are required from elbow below grade to equipment (device, outlet, panel, cabinet, etc.) above grade. 4. GRS elbows/risers to be PVC coated or 10 MIL taped wrapped (1/2" lapped) to 3" above finish grade or top of slab. G. Conduit Supports: Conduit runs may be supported by one-hole and two-hole straps or supports as manufactured by Unistrut, Minerallac, Caddy or equals. Supports may be fastened by means of anchors, shields, beam clamps, toggle bolts, or other approved methods appropriate for the application and size of conduit. Pipe nailers (J-hooks) may only be used for 1" conduit and smaller and only in wood frame construction. Conduit support methods are subject to review by the engineer and authority having jurisdiction for adequacy. Installations deemed inadequate shall be corrected by the contractor at no cost to the Owner. H. Bends and offsets shall be made with approved tools for the type of conduit being utilized. Bends shall be made without kinking or destroying the smooth bore of the conduit. Parallel conduits shall be run straight and true with bends uniform and symmetrical. Minimum radii shall be per CEC 344-24. I. Conduit Stub-outs below grade shall be capped with plastic cap, and identified by placing a pull box marked with correctly identified utility such as "Elec", "Tel", etc. Dimension for exact location on field record drawings. Provide lids for proper field application (i.e. traffic, incidental, pedestrian). J. Conduit Seals: Where below grade conduits enter structure through slab or retaining wall of building or basement, seal the inside of each conduit as follows: 1. Provide damming material around conductors 3" into conduit. 2. Fill 3" of conduit with 3M #2123 sealing compound. 3. Wrap conductors where they exit the conduit with 3M #2229 "Scotch Seal" mastic tape. Lap tape to approximate diameter of the raceway and wrap outside of conduit opening with (minimum) one turn. 4. Use conduit sealing bushings type CSB (O-Z/Gedney) or equal. 5. Empty conduits shall be sealed with standard non-hardening duct seal compound and then capped to prevent entrance of moisture and gases and to meet fire resistance requirements. 6. Provide cable drip loop minimum 12" high. K. Marker tape: Place plastic yellow marker tape at 12" below finish grade along and above buried conduits. Label tape "CAUTION: ELECTRICAL LINES BELOW" or similar wording. L. Electrical and communications systems raceways routed underground shall not occupy the same trench as plumbing utilities such as sewer, water, storm drain, gas or other wet or dry gaseous utility system. A minimum of 12" of undisturbed earth is required. Where utilities must cross in closer proximity to each other due to physical constraints, 6" minimum crossing distances are allowed, however 18" on all sides of a utility crossing must be concrete encased. M. Duct bank defined here-in shall be four or more conduits in a common trench, conduit spacers and saddles shall be required in all trenches where more than two conduits over 2" in diameter travel in the same trench. Proper spacing between systems as outlined above shall be required and spacers shall be located each 5' (maximum) along trench route from point to point. N. Conduits, routed below footings, slabs, grade beams, columns, and other structural elements shall be installed in strict compliance with structural details and criteria shown on structural plans. Clearances below structural elements and sleeves through structural elements must be carefully planned to avoid conflict and must be approved by the structural engineer if conflict arises. O. All conduit or raceways passing through fire rated walls, floors, or ceilings shall be installed with a listed penetration method which protects the opening to the same rating as the assembly and is non hardening. P. Expansion Joints 1. Conduits 3" and larger, that are secured to the building structure on opposite sides of a building expansion joint, require expansion and deflection couplings. Install the couplings in accordance with the manufacturer's recommendations. 2. Provide conduits smaller than 3" with junction boxes on both sides of the expansion joint. Connect conduits to junction boxes with sufficient slack of flexible conduit to produce 5" vertical drop midway between the end. All conduit shall have a copper green grounding bonding conductor installed. Q. Seismic Joints 1. At seismic joints, provide conduits rigidly secured to the building structure on opposite sides of a building expansion joint with junction boxes or approved fittings, on both sides of the joint. Connect conduits to junction boxes with sufficient slack flexible conduit such that these slack conduits are 1 1/2 times the distance between conduit ends. Flexible conduit shall have a copper green ground bonding jumper installed. R. Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wiring. S. Anchoring: Secure boxes rigidly to the substrate upon which they are being mounted, or solidly embed boxes in concrete or masonry. T. Special Application: Provide weatherproof outlets for locations exposed to weather or moisture. U. Knockout Closures: Provide knockout closures to cap unused knockout holes where blanks have been removed. V. Coordinate all electrical device locations with the architectural floor plan and interior and exterior elevations to prevent mounting devices within elements that they may conflict such as cabinetry, mirrors, planters, etc. W. Size outlet and junction boxes to minimum wire fill space requirements. Upsize box as required to allow ease of wire installation and device installation. X. Outlet and junction boxes in fire rated walls shall be gauged and spaced so as not to exceed the maximum penetration allowed by the assembly without compromising the fire rating. If a conflict arises relative to a specific condition, the contractor shall follow the requirements of the fire authority and ask for guidance from the design team. At no time should a larger box be installed prior to resolution of conflict. END OF SECTION 26 0533 EXPIRES: 09/30/26 THOMA #23-8146 ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L Page 339 of 1527 ELEC SD SD SD SD SD SD SD SD SD SD SD SD SD SD 9 1 E-002 11 8 12 5 E-002 2 3 (E)PANEL "B" 8 4 7 S E (TBR) (E) J 13 J J 17 5 18 16 3 E-002 6 TYP. 12 10 14 1515 196 E-002 20 5 E-002 5 E-002 IV IV IV D IV EB EB WV IV IV IV D CO WM PP WM EV EV EV HOSE B I B TW= 2 3 6 . 2 6 BEHI N D W A L L = 2 2 6 . 3 1 TW=2 3 6 . 3 0 / 2 3 4 . 9 5 BEHI N D W A L L = 2 2 6 . 0 0 TW S T E P = 2 3 4 . 9 1 / 2 3 4 . 1 4 BEHIN D W A L L = 2 2 4 . 3 6 TW= 2 3 4 . 5 2 BEHIN D W A L L = 2 2 4 . 1 6 TW= 2 3 4 . 4 9 / 2 3 3 . 1 2 BEHIN D W A L L = 2 2 4 . 1 7 TW=2 3 3 . 0 9 / 2 3 1 . 1 2 BEHI N D W A L L = 2 2 3 . 7 8 TW= 2 3 1 . 1 2 / T O P W D F N C = 2 3 3 . 8 4 BEHI N D F N C = 2 2 3 . 7 8 TOP W D F N C = 2 3 3 . 8 6 / 2 3 3 . 4 0 BEHIN D F N C = 2 2 7 . 2 6 TOP W D F N C = 2 3 3 . 2 8 BEHI N D F N C = 2 2 7 . 2 6 TOP W D F N C = 2 3 2 . 8 3 / 2 3 2 . 3 8 BEHIN D F N C = 2 2 6 . 7 3 TOP W D F N C = 2 3 1 . 5 4 BEHIN D F N C = 2 2 5 . 6 9 TOP W D F N C = 2 3 2 . 4 1 BEHIN D F N C = 2 2 6 . 7 1 TOP W A L L = 2 3 2 . 6 9 / 2 3 5 . 6 4 BEHIN D W A L L = 2 3 6 . 0 0 TOP W A L L = 2 3 2 . 3 7 BEHIN D W A L L = ? ? TOP WA L L = 2 3 6 . 7 2 BEHIN D W A L L = 2 3 6 . 7 2 TOP W A L L = 2 3 7 . 3 1 BEHI N D W A L L = 2 3 7 . 3 1 TOPWALL = 2 3 7 . 2 2 / 2 3 8 . 1 6 BEHI N D W A L L = 2 3 2 . 5 1 TOPWALL = 2 3 8 . 1 6 / 2 3 9 . 2 4 BEHIN D W A L L = 2 3 2 . 5 1 TOPWALL = 2 3 9 . 2 1 / 2 4 0 . 5 2 BEHI N D W A L L = 2 3 2 . 5 5 TOPWALL = 2 4 0 . 5 3 / 2 4 0 . 8 7 BEHIN D W A L L = 2 3 4 . 6 7 TOPWALL = 2 4 0 . 8 7 / 2 4 1 . 8 6 BEHIN D W A L L = 2 3 6 . 8 6 EG/F W = 2 3 1 . 5 0 ' EG/F W = 2 3 0 . 9 5 ' EG/F W = 2 2 9 . 1 4 ' EG/F W = 2 2 9 . 0 7 ' EG/F W = 2 2 8 . 8 9 ' EG/F W = 2 2 8 . 2 8 ' EG/F W = 2 2 7 . 8 0 ' EG/F W = 2 2 7 . 1 6 ' EG/F W = 2 2 7 . 2 0 ' EG/F W = 2 2 6 . 4 8 ' EG/F W = 2 2 5 . 4 4 ' EG/F W = 2 2 4 . 6 5 ' EG/F W = 2 2 9 . 0 7 ' EG/F W = 2 3 0 . 6 4 ' EG/F W = 2 3 0 . 8 2 ' EG/F W = 2 3 1 . 2 2 ' EG/F W = 2 3 2 . 0 4 ' EG/F W = 2 3 3 . 2 3 ' EG/F W = 2 3 6 . 2 9 ' EG/F W = 2 3 8 . 7 1 ' EG/F W = 2 4 0 . 0 0 ' WA L N U T S T . SANTA ROSA ST. WA L N U T S T . ELEC SANTA ROSA ST WA L N U T S T HW Y 1 0 1 (E) "MSB" S e p 1 1 , 2 0 2 4 - 1 0 : 3 0 p m - C h r i s - K : \ E N G \ 2 0 2 3 \ 2 3 - 8 1 4 6 \ 2 3 - 8 1 4 6 _ E 1 0 1 - E L E C T R I C A L S I T E P L A N . d w g CITY SPECIFICATION NO. DATE: PR O J E C T T I T L E : SH E E T T I T L E : SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION AS NOTED SEPT 11, 2024 2504-05-PS23 2000577-02 90 % C O N S T R U C T I O N D O C U M E N T S 11 0 6 W A L N U T F E N C I N G I M P R O V E M E N T S EXPIRES: 09/30/24 THOMA #23-8146 ERE TYM.E C F NO. 20823 E L T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AINHO M N A REE G I N ORPD NA OIEFSS L CJ/JT TR CHRIS JOSE San Luis Obispo, CA 93406 P.O. Box 1167 - 3562 Empleo St. THOMA ELECTRIC, INC. Phone: (805) 543-3850 cad@thomaelec.com Fax: (805) 543-3829 REFERENCE NOTES EN L A R G E D E L E C T R I C A L S I T E P L A N E101 1 ENLARGE PLAN AT ROLLING GATE SCALE: 1/4" = 1'-0" 1. PROVIDE CONNECTION TO MOTORIZED GATE PER MANUFACTURER INSTALLATION INSTRUCTIONS. VERIFY REQUIREMENTS WITH GATE SUPPLIER. 2. NEW 3/4"C (PVC40) STUB(S) FOR LOOP DETECTORS. COORDINATE WITH GATE CONTRACTOR. 3. STANCHION MOUNT KEYPAD. PROVIDE 3/4"C.O BETWEEN MOTORIZED GATE AND KEYPAD VIA PULL BOX. WIRES BY GATE CONTRACTOR. 4. NEW 3/4"C (PVC 40) W/ (2) #12 THWN AND (1) #12 COPPER GROUND [120V BRANCH CIRCUIT] TO PANEL "B". PROVIDE NEW 20A/1P BREAKER TO MATCH EXISTING AND UPDATE PANEL SCHEDULE. 5. REMOVE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX AND PANELBOARD, THEN RE-PULL EXISTING AND NEW TO CONDUCTORS AND RE-TERMINATE TO BREAKERS. HOMERUN TO EXISTING PANEL "B" 6. PROVIDE TWO 11"X17" PULLBOXES FLUSH IN GRADE. LABEL ONE "SIGNAL" AND ONE "ELECTRICAL" 7. NEW 2" (PVC40) FOR ACCESS CONTROLLER AT KEYPAD LOW VOLTAGE WIRING BY OWNER'S VENDOR. 8. NEW 2"C (PVC40) FOR SECURITY CAMERA WIRING BY OWNER'S VENDOR. 9. WALL MOUNT LB PER DETAIL AND STUB COMMUNICATION CONDUITS TO ACCESSIBLE SPACE ABOVE 1ST FLOOR AND EXTEND FEEDER CONDUIT TO "MSB". 10. POTHOLE TO EXPOSE EXISTING BRANCH CIRCUIT BETWEEN PULL BOX AND EXISTING POLE LIGHT. PRIOR TO DEMOING THE ROAD FOR THE ROLLING GATE, INTERCEPT EXISTING CONDUIT AND EXTEND NEW BRANCH CIRCUIT CONDUIT TO NEW PULL BOX. EXTEND EXISTING BRANCH CIRCUIT TO MATCH EXISTING. 11. NEW 1"C (PVC40) BETWEEN PULLBOX AND PILASTER. PLUMB CONDUIT TO PILASTER FOR FUTURE SECURITY CAMERA WIRING. COORDINATE WITH LANDSCAPE ARCHITECT.. 12. EXISTING ELECTRICAL PULL BOX FOR SITE LIGHTING. CONDUITS RUN TO PANEL "B". 13. NEW 34"C FOR SENSOR WIRING. REFER TO SHOP DRAWING FOR EXACT LOCATION PRIOR TO ROUGH-IN. 14. STUB 2"C (PVC 40) TO 8" ROUND PULL BOX FOR FUTURE SECURITY CAMERA. 15. EXISTING BRANCH CIRCUIT TO EXISTING POLE LIGHT TO BE PROTECTED. 16. CONNECT TO PEDESTAL MOUNT CHARGING STATION. PROVIDE 6" DEEP X 24" SQUARE CONCRETE BASE. COORDINATE WITH MANUFACTURER INSTALLATION FOR ANCHOR BOLT REQUIREMENTS PRIOR TO ROUGH-IN. ENSURE THE CONDUITS ARE PLUMB. 17. EXISTING LIGHT TO BE REMOVED. INTERCEPT EXISTING BRANCH CIRCUIT CONDUIT AND PROVIDE NEW 8" ROUND PULL BOX. 18. EXISTING LIGHT TO REMAIN. PROTECT EXISTING BRANCH CIRCUIT CONDUITS. 19. NEW (PVC 40) FEEDER CONDUIT FOR EV CHARGER PER SINGLE LINE DIAGRAM. 20. NEW 1" (PVC 40 BRANCH CIRCUIT CONDUIT) TO POWER THE EXISTING POLE LIGHT. RE-ROUTE EXISTING BRANCH CIRCUIT AND EXTEND. NORTH SCALE: OVERALL ELECTRICAL SITE PLAN 1" = 40'-0" 1 - 2 (E) "MSB" SINGLE LINE DIAGRAM (E) "MSB" M PRIMARY SECONDARY 800A BUS, 120/208V, 3 PHASE 4 WIRE (E) (E)PRIM (E)(SEC) (E)TRANSFORMER T-578 2 (E) 800A 3P, MAIN (N) 80A 2P 1 (N) LEVEL 2 EV CHARGER 3 L = 2 0 0 F T REFERENCE NOTES 1. PROVIDE NEW CIRCUIT BREAKER TO MATCH EXISTING. 2. PG&E METER #1006927320. REFER TO DETAIL 2/E-002 FOR LOAD DEMAND FOR ADDED LOAD. 3. PROVIDE AND INSTALL NEW LEVEL 2 EV CHARGER. SEE SITE PLAN NOTE 16 ON THIS SHEET FOR LOCATION. INSTALL PER MANUFACTURE REQUIREMENTS AND PROVIDE ALL ACCESSORIES AND CONCRETE BASE FOR A FULLY WORKING SYSTEM. REFER TO TO SHEET E003 FOR SPECIFICATION. PROVIDE WITH POWER MANAGEMENT KIT FOR POWER SHARING. PROGRAM OUTPUT TO 40AMP (8.32KW) SO LOAD DOES NOT INCREASE THE 800A SERVICE. OUTPUT CAN BE MODIFIED TO MAX LOAD AFTER A 30DAY RECORDING HAS BEEN ESTABLISHED TO VERIFY THE EXISTING DEMAND LOAD AT THE THE BUILDING. 4. 1-1/2"C WITH (2)#4 THWN & (1)#8 CU GROUND DETAIL 2 DETAIL 1 4 EXISTING PANEL "B" ROUTE NEW 1-1/2" CONDUIT (EMT) ABOVE T-BAR CEILING. REFER TO SINGLE LINE DIAGRAM. INSTALL 24"SQ X 4" DEEP TERMINAL CABINET EXISTING METER SWITCHGEAR "MSB" EXISTING PANEL "A" EXISTING PG&E TRANSFORMER - E-003 EXPIRES: 09/30/26 THOMA #23-8146 ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L ERE TYM.E C F NO. 20823 EL T S OEAT E SIGER EJ FTF RE A RO L I CRT IL FCA AIN HO M N A RE E G I N ORPD NA OIEFSS L Page 340 of 1527 SPECIAL PROVISIONS FOR CITY OF SAN LUIS OBISPO 1106 Walnut Fencing Improvements Specification No. 2000577-02 November 2024 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 919 Palm Street San Luis Obispo, CA 93401 (805) 781-7200 Page 341 of 1527 1106 Walnut Fencing Improvements Specification No. 2000577-02 Approval Date: November 12, 2024 <<Engineer of Record Stamp>> <<Signature Date>> Signature and Date Page 342 of 1527 TABLE OF CONTENTS NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION ........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD .................................................................................................................................................... IV ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR 1106 WALNUT FENCING IMPROVEMENTS, SPECIFICATION NO. 2000577-02 ................................................................................................................................................................... A LIST OF SUBCONTRACTORS ................................................................................................................ C PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. D PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D NON-COLLUSION DECLARATION .......................................................................................................... F BIDDER ACKNOWLEDGEMENTS .......................................................................................................... G QUALIFICATIONS .................................................................................................................................... H ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................... I SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1 4 SCOPE OF WORK ............................................................................................................................. 2 5 CONTROL OF WORK ........................................................................................................................ 2 8 PROSECUTION AND PROGRESS ................................................................................................... 2 9 PAYMENT ........................................................................................................................................... 2 DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 3 20 LANDSCAPE AND IRRIGATION ..................................................................................................... 3 DIVISION V SURFACING AND PAVEMENTS ......................................................................................... 3 39 ASPHALT CONCRETE .................................................................................................................... 3 DIVISION VIII MISCELLANEOUS CONSTRUCTION ........................................................................... 4 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 4 77 LOCAL INFRASTRUCTURE ............................................................................................................ 4 DIVISION X ELECTRICAL WORK ............................................................................................................ 4 86 ELECTRICAL .................................................................................................................................... 4 DIVISION XII BUILDING CONSTRUCTION ............................................................................................. 4 Page 343 of 1527 99 BUILDING CONSTRUCTION ........................................................................................................... 4 DIVISION XIII APPENDICES .................................................................................................................... 4 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – TECHNICAL SPECIFICATIONS .............................................................. APPENDIX C – CITY COMMUNICATION CABLING STANDARDS ................................. APPENDIX D – STRUCTURAL CALCULATIONS ............................................................ APPENDIX E - CHARGERPOINT SITE DESIGN GUIDE ................................................ APPENDIX F – CHARGERPOINT CONSTRUCTION SIGN OFF FORM ......................... Page 344 of 1527 NOTICE TO BIDDERS i NOTICE TO BIDDERS BID SUBMISSION Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until 11:00 a.m. on December 12, 2024 at which time they will be publicly opened and read aloud. Public bid opening may also be viewed via Microsoft Teams video conference and conference call. In person attendance of the bid opening will be permitted in adherence to social distancing measures. Use the following link: or join by phone with this number: (209)645-4165 with Conference ID:XXXXXXXX Submit bid in a sealed envelope plainly marked: 1106 Walnut Fencing Improvements, Specification No. 2000577-02 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered. By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents. All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions. Each bid must be accompanied by either a: 1. certified check 2. cashier's check 3. bidder's bond made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract. The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid. All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List. Page 345 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS ii Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code. The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids. Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects. BID DOCUMENTS A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/public-works-bids- proposals No printed copies are available for purchase at the City office. Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at: www.slocity.org/government/department-directory/public-works/documents- online/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer. Contact the project manager, Sandra Golonka at 805-781-7239 the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued. PROJECT INFORMATION In general, the project consists of site improvements for the construction of a new fence, security pickets on existing fencing and a security gate. The project estimated construction cost is $470,000. Contract time is established as 60 working days. The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time. Page 346 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS iii In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. There will be a MANDATORY walkthrough on November 27, 2025, at 11 am. Prime contractors wishing to submit a bid proposal are required to attend and sign in at the meeting. Bidders must meet City Staff at 1106 Walnut Street in San Luis Obispo, California. QUALIFICATIONS You must possess a valid Class A or B Contractor's License at the time of the bid opening. You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date. One of the three reference projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. Two of the three referenced projects must include construction of a security fence. One of the referenced projects must be for a fence with an electrical gate. Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive. The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions. The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the 1. knowledge 2. experience, Page 347 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS iv 3. or is otherwise not responsible as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City. Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders. It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award. Protests must be filed no later than five working days after either: 1. bid opening date 2. notification of rejected bid. Protest must be in writing and received by the project manager located at: 919 Palm Street San Luis Obispo, CA 93401. Valid protests must contain the following information: 1. the reasons for the protest 2. any supporting documentation 3. the ruling expected by the City to remedy the protest. Any protest not containing all required information will be deemed invalid and rejected. The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered. The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination. If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code. Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request. AWARD The lowest bidder will be determined using the TOTAL PROJECT BID. As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications. Page 348 of 1527 NOTICE TO BIDDERS NOTICE TO BIDDERS v You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263. ACCOMMODATION If any accommodations are needed to participate in the bid process, please contact Allie Genard at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781- 7107. Requests should be made as early as possible in the bidding process to allow time for accommodation. Page 349 of 1527 BID FORMS A BID FORMS All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together. THE UNDERSIGNED, agrees that they have carefully examined: 1. the location of the proposed work 2. the plans and specifications 3. read the accompanying instructions to bidders and propose to furnish all: 1. materials 2. labor to complete all the required work satisfactorily in compliance with 3. plans 4. specifications 5. special provisions for the prices set forth in the bid item list: BID ITEM LIST FOR 1106 WALNUT FENCING IMPROVEMENTS, SPECIFICATION NO. 2000577-02 Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 1 15 Demolition of Existing Improvements LS 1 --- 2 15 Clear and Grub LS 1 --- 3 5 Construction Surveying LS 1 --- 4 99 Construction Fencing LS 1 --- 5 7 OSHA Compliance for Trenching LS 1 --- 6 99 Gate Operator and Sensors LS 1 --- 7 17 Grading LS 1 --- 8 73,90 Concrete Curb and Gutter LF 7 9 73,90 Concrete Curb LF 28 10 73.90 Curb at Rolling Gate LF 55 11 73,90 Mow Curb LF 92 12 84 Curb Paint Red LF 14 13 20 Bike Rack EA 1 14 80 7’ Decorative Picket Fence LF 16 15 80 8’ Decorative Picket Fence LF 57 16 80 6’ Decorative Picket Fence LF 66 Page 350 of 1527 BID FORMS BID FORMS B Item Item Unit of Estimated Item Price Total No. SS(1) Description Measure Quantity (in figures) (in figures) 17 80 4’ Decorative Picket Fence LF 131 18 80 3’ Decorative Picket Fence LF 72 19 80 2’ Decorative Picket Fence LF 186 20 80 Decorative Picket Gate EA 1 21 80 Decorative Rolling Gate EA 1 22 20 CMU Wall and Pilasters Foundation LS 1 --- 23 80 Razor Wire and Brackets LF 110 24 (S) 86 Electrical and Communication Improvements LS 1 --- 25 73,90 Asphalt SF 180 26 73,90 Concrete SF 75 27 20 Decorative Rock Mulch SF 627 28 86 Install Conduit LS 1 --- 29 (S) 99 EV Charger EA 1 30 (S) 99 ChargePoint Compliance LS 1 --- 31 (S) 99 ChargePoint Coordination/Start- up LS 1 --- 32 20 Planting – Shrub Area SF 295 33 20 Sod Replacement SF 600 34 20 Irrigation LS 1 --- Total Project Bid = (Base Bid) $ Company Name: (1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work. (S) Specialty item per Section 5-1.13A SUBCONTRACTING, General of the Standard Specifications. (F) final pay item per Section 9-1.02A Page 351 of 1527 BID FORMS BID FORMS C LIST OF SUBCONTRACTORS Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications. For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed. NOTE: If there are no subcontractors, write “NONE” and submit with bid. Name Under Which Subcontractor is Licensed License Number DIR Public Works Registration Number Address and Phone Number of Office, Mill or Shop Specific Description of Subcontract % of Total Base Bid Attach additional sheets as needed. Page 352 of 1527 BID FORMS BID FORMS D PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1. NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board. LABOR CODE SECTION 1725.5 STATEMENTS The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is Page 353 of 1527 BID FORMS BID FORMS E under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means. Yes No The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works. Yes No NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. Page 354 of 1527 BID FORMS BID FORMS F NON-COLLUSION DECLARATION I, , declare that I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Executed on , 20 , in __ I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. (Signature and Title of Declarant) (SEAL) Subscribed and sworn to before me this _______day of _________, 20_____ Notary Public Company Name:____________________ Page 355 of 1527 BID FORMS BID FORMS G BIDDER ACKNOWLEDGEMENTS By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.) The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo. Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date . The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City. Signature of Bidder (Print Name and Title of Bidder) DIR– Public Works Registration No: Business Name (DBA): Owner/Legal Name: Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers: Name Title Name Title Name Title Business Address Street Address Mailing Address City, State, Zip Code Phone Number Fax Number Email Address Date Page 356 of 1527 BID FORMS BID FORMS H QUALIFICATIONS Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form. Reference Number 1 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include security fencing construction activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 2 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include security fencing construction activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Reference Number 3 Customer Name & Contact Individual Telephone & Email Project Name (Site Address): Is this similar to the project being bid and did this project include electric security fencing construction activity? Yes □ No □ Describe the services provided and how this project is similar to that which is being bid: Date project completed: Was this contract for a public agency? Yes □ No □ Page 357 of 1527 BID FORMS BID FORMS I ATTACH BIDDER'S BOND TO ACCOMPANY BID Know all men by these presents: That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of: ____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents: THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, ______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____. Bidder Principal: Signature Date Title: Surety: Bidder's signature is not required to be notarized. Surety's signature must be notarized. Equivalent form may be substituted (Rev. 6-30-14) Page 358 of 1527 SPECIAL PROVISIONS 1 SPECIAL PROVISIONS ORGANIZATION Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. DIVISION I GENERAL PROVISIONS 1 GENERAL Add to Section 1-1.01 GENERAL: The work must be done in compliance with the City of San Luis Obispo, Department of Public Works: 1. 1106 Walnut Fencing Improvements Special Provisions 2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition 3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition In case of conflict between documents, governing ranking must comply with section 5- 1.02 of the City of San Luis Obispo’s Standard Specifications. All work must conform to these Special Provisions and appendices, project plans, and the most current Building Codes. In the event of a conflict, the more stringent requirement shall apply. Failure to comply with the provisions of these sections is a material breach of contract: 1. Sections 5 through 8 of the Standard Specifications 2. Section 12 through 15 of the Standard Specifications 3. Section 77-1 of the Standard Specifications 4. Section 81 of the Standard Specifications 5. authorized working hours 6. OSHA compliance 3 CONTRACT AWARD AND EXECUTION Add Section 3-1.18B CONTRACT EXECUTION, Building Permit 3-1.18B Building Permit The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project. The contractor is responsible for coordinating inspection with the building division for the project. Request for the inspection must be scheduled 72 hours in advance of the required inspection. Page 359 of 1527 SPECIAL PROVISIONS SPECIAL PROVISIONS 2 4 SCOPE OF WORK Add to Section 4-1.03 WORK DESCRIPTION: Comply with the provisions of Sections 5,7,15,17,20,49,73,80,84,86,90,99 for general, material, construction, and payment specifics. Refer to these Special Provisions including Appendix B Supplemental Technical Specifications for modifications to the above Sections. 5 CONTROL OF WORK Replace Section 5-1.32 AREAS FOR USE with: Contractor shall be allowed to use area for parking, staging, and construction within the property limits. Contractor shall install and maintain temporary rigid 6’ minimum high chain link or other rigid work site construction fencing throughout the project. Contractor will not be allowed the use of the 1106 Walnut toilet facilities. During construction, the contractor shall secure and maintain portable sanitary facilities in acceptable condition from the beginning of work until completion. 8 PROSECUTION AND PROGRESS Add to Section 8-1.3 PRECONSTRUCTION CONFERENCE: Provide a level 1 schedule of values for all lump sum bid items. 9 PAYMENT Add to Section 9-1.01 GENERAL: Work as specified in these specifications and as shown on the Plans for which no separate payment is provided for in the Bid Item List will be considered a subsidiary obligation of the Contractor and the cost thereof shall be included in the applicable Contract prices for the item to which the work applies. The following additional Bid Item descriptions are included for those atypical bid items not fully covered in the Standard Specifications: BID ITEM 29 – EV CHARGER - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Work shall include purchase and installation of the EV charger per plans in compliance with ChargePoint Site Design Guide (Appendix E) provided, completed by a certified ChargerPoint Installer. Installer must provide a ChargePoint certificate. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work. BID ITEM 30 – CHARGERPOINT COMPLIANCE - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Page 360 of 1527 SPECIAL PROVISIONS SPECIAL PROVISIONS 3 Work shall include coordination with ChargePoint to ensure timely delivery of charger and related hardware. Installation must be performed in accordance with the ChargePoint Installation Guide (Appendix E). This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work. BID ITEM 30 – CHARGERPOINT COORDINATION AND COMMISSIONING - Payment for this lump sum bid item shall be made on a percentage basis based on the lump sum amount of the bid item. Work shall include coordination with ChargePoint’s technical team for system integration, confirmation of charger connectivity, and coordination with the commissioning of the ChargerPoint EV chargers. Contractor shall comply with and provide the ChargePoint Construction Sign Off Form (Appendix F) to the City prior to scheduling ChargePoint for commissioning. This bid item shall include all the necessary labor, tools, materials, and equipment required to do all the work. Add to Section 9-1.02A MEASUREMENT, General: Unless otherwise specified, payment for items of work identified in the Bid Item List shall be as specified in the City of San Luis Obispo Standard Specifications, Caltrans 2015, and as directed by the Engineer. The contract unit prices paid for each bid item shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work and no additional payment will be made. Add to Section 9-1.03 PAYMENT SCOPE: Any item of work that does not have separate bid item is considered included in the project cost of work and no additional compensation will be paid. DIVISION III EARTHWORK AND LANDSCAPE 20 LANDSCAPE AND IRRIGATION Add to Section 20-5.03A(3)(c) INERT GROUND COVERS AND MULCHES, General- Summary: Mulch to be applied to all planting areas as shown in plans. Mulch in planting areas shall be 3” depth rock mulch. Contractor shall provide sample for approval. Mulch shall be free of weed seeds or substances injurious to plant growth. Materials: 3/8” California Gold gravel mulch, Central Coast Landscape Products, or approved equal. DIVISION V SURFACING AND PAVEMENTS 39 ASPHALT CONCRETE Replace Section 39-1.01A GENERAL, Summary: Hot Mix Asphalt (HMA) shall be Type A, ½” maximum aggregate. Page 361 of 1527 SPECIAL PROVISIONS SPECIAL PROVISIONS 4 DIVISION VIII MISCELLANEOUS CONSTRUCTION 73 CONCRETE CURBS AND SIDEWALKS Add to Section 73-1.01 GENERAL: Concrete removal must be per Section 73-1.03A and City Standard Detail 4910. 77 LOCAL INFRASTRUCTURE Add to Section 77-1.03B TRENCH CONSTRUCTION, General with: The contractor shall anticipate the minimum of one water service, one gas service and one sewer lateral for each property. The sewer lateral locations are unknown and the repair of the sewer laterals shall be factored into the payment for the mainline being installed. Water and gas services will be marked by Underground Service Alert or USA. DIVISION X ELECTRICAL WORK 86 ELECTRICAL Add to Section 86-1.01 GENERAL: For construction specifications of electrical items, the Electrical Plans shall take precedent over the State Standard Specifications. Refer to Electrical Sheets of the Plan Set and to Technical Specifications included in Appendix B. DIVISION XII BUILDING CONSTRUCTION 99 BUILDING CONSTRUCTION Add to Section 99-1.01 GENERAL: See Appendix B for Technical Specifications for the project. See Appendix C for City Communication Cabling Standards for the Project. See Appendix D for Structural Calculations See Appendix E for ChargePoint Site Design Guide See Appendix F for ChargePoint Construction Sign Off Form DIVISION XIII APPENDICES Add to Section 100-1.01 APPENDICES: Refer to Appendix B: Technical Specifications for the project. Refer to Appendix C: City Communication Cabling Standards for the Project. Refer to Appendix D: Structural Calculations Refer to Appendix E: ChargePoint Site Design Guide Refer to Appendix F: ChargePoint Construction Sign Off Form Page 362 of 1527 APPENDIX APPENDIX 0 APPENDIX A - FORM OF AGREEMENT THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor). WITNESSETH: That the Owner and the Contractor for the consideration stated herein agree as follows: ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of NAME OF PROJECT, SPEC NO. in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated. It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives. ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows: Item No. Item Unit of Measure Estimated Quantity Item Price (in figures) Total (in figures) 1. 2. 3. BID TOTAL: $ .00 Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract. Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive. Page 363 of 1527 APPENDIX APPENDIX 1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached: 1. Notice to Bidders and Information for Bidders 2. Standard Specifications and Engineering Standards 3. Special Provisions, any Addenda, Plans and Contract Change Orders 4. Caltrans Standard Specifications and Standard Plans 2015 5. Accepted Bid and Bid Bond 6. List of Subcontractors 7. Public Contract Code Sections 10285.1 Statement 8. Public Contract Code Section 10162 Questionnaire 9. Public Contract Code Section 10232 Statement 10. Labor Code Section 1725.5 Statements 11. Bidder Acknowledgements 12. Qualifications 13. Non-collusion Declaration 14. Agreement and Bonds 15. Insurance Requirements and Forms ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement. The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In Page 364 of 1527 APPENDIX APPENDIX 2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City. ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith. IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written. CITY OF SAN LUIS OBISPO A Municipal Corporation __________________________________ Whitney McDonald, Interim City Manager APPROVED AS TO FORM CONTRACTOR: Name of Company ________________________________ By:________________________________ J. Christine Dietrick City Attorney Name of CAO/President Its: CAO/PRESIDENT (2nd signature required if Corporation): By:________________________________ Name of Corporate Officer Its: ____________________ Page 365 of 1527 APPENDIX APPENDIX 3 APPENDIX B – TECHNICAL SPECIFICATIONS Page 366 of 1527 Job Name:1106 Walnut Fencing Improvements Job Number:2504-05-PS23 Table of Contents 09-20-2024 Page 1 Table of Contents DIVISION 01 -GENERAL REQUIREMENTS 01 2500 Substitutions 01 3300 Submittals 01 4000 Quality Control DIVISION 03 -CONCRETE 03 1000 Concrete Forming and Accessories 03 2000 Concrete Reinforcing 03 3000 Cast-in-Place Concrete DIVISION 04 -MASONRY 04 2000 Unit Masonry DIVISION 32 -EXTERIOR IMPROVEMENTS 32 3119 Decorative Metal Fences and Gates 32 3313 Site Bicycle Racks Page 367 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 2500 01 2500 Substitutions 09-04-2024 Page1of 3 Section 01 2500 Substitutions PART 1 - GENERAL 1.01 "Or Equal" Substitutions A. Requests for substitution of materials shall be completed in accordance with City of San Luis Obispo Standard Specifications Section 6-1.05. 1. One Product Specified: Unless the Specifications state that no substitution is permitted, whenever in the Contract Documents any specific article, device, equipment, product, material, fixture, patented process, form, method, or type of construction is indicated or specified by name, make, trade name, or catalog number, with or without the words ³or equal´, such specification shall be deemed to be used for the purpose of facilitating description of material, process, or article desired and shall be deemed to be followed by the words ³or equal´. Contractor may, unless otherwise stated, offer any material, process, or article, which shall be substantially equal or better in every respect to that so indicated or specified and will completely accomplish the purpose of the Contract Documents. 2. Two or More Products Specified: When two or more acceptable products are specified for an item of the Work, the choice will be up to the Contractor. Contractor shall utilize the same product throughout the Project. If a timely substitution request as set forth in Section 1.02.A. is not provided and an ³or equal´substitution is requested, the Owner may consider the substitution only if the product specified is no longer commercially available. a. The burden of proof as to the equality of any material, process or article shall rest with the Contractor, and the Contractor shall submit all data substantiating a request for an ³or equal´substitution item as provided in Section 3400 of the Public Contract Code, Specification Section 01 3300 and other specific sections of the specifications prior to Award of Contract. 1.02 Request for Substitutions A. Substitute Request Form: Requests for substitutions of products, materials, or processes other than those specified must be made on the Substitution Request form attached. Requests must be submitted fourteen (14) calendar days prior to the date of the Bid Opening to be considered. An addendum will be issued seven (7) calendar days prior to Bid Opening, identifying all equipment and materials deemed equivalent to those specified and approved by the Architect. B. Substitution Request Content: A substitution request must constitute a representation that the subcontractor/general contractor: 1. Has investigated proposed product and determined that it is equal in quality and serviceability of the specified item. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other work, which may be required for the work to be complete with no additional cost to General Contractor / Owner. 4. Will be acceptable in consideration of the required design and artistic effect. 5. Will require no excessive or more expensive maintenance including adequacy and availability of replacement parts. Page 368 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 2500 01 2500 Substitutions 09-04-2024 Page2of 3 6. Waives claims for additional costs or time extension, which may subsequently become apparent. 7. Will reimburse Owner for review or redesign services by the Architect and re-approval fees by authorities, agencies, or the Owner. C. Substitution Submittal Procedure: 1. Contractor shall furnish four (4) copies of the requested information sufficient to determine whether the proposed substitution is equivalent including, but not limited to, all drawings, specifications, samples, performance data, calculations, and other information as may be required to assist the Architect and the Owner in determining whether the proposed substitution is acceptable. 2. The final decision shall be the Owner¶s. Owner may condition its approval of the substitution upon delivery to Owner of an extended warranty or other assurances of adequate performance of the substitution. 3. If the Substitution is Permitted: The Contractor shall be solely and directly responsible for fitting approved substituted material and equipment into the available space in a manner acceptable to the Owner and for the proper operation of the substituted equipment with all other equipment with which it may be associated. The Contractor shall bear all costs of meeting the above requirements for presenting a proposed substitution, and if the substitution is accepted, the Contractor must bear all costs involved including costs of Construction Manager¶s, Architect¶s, and Engineer¶s services required in adapting the substituted material or equipment to the installation to the complete satisfaction of the Owner. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED End of Section 01 2500 Page 369 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 2500 01 2500 Substitutions 09-04-2024 Page3of 3 This page intentionally left blank Page 370 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 3300 01 3300 Submittals 09-04-2024 Page1of 2 Section 01 3300 Submittals PART 1 - GENERAL 1.01 Submittals A. Submittals shall be provided in accordance with City of San Luis Obispo Standard Specification Section 5-1.23. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED End of Section 01 3300 Page 371 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 3300 01 3300 Submittals 09-04-2024 Page2of 2 This page intentionally left blank Page 372 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 4000 01 4000 Quality Control 09-04-2024 Page1of 2 Section 01 4000 Quality Control PART 1 - GENERAL 1.01 Quality Control A. Quality Control shall be completed in accordance with City of San Luis Obispo Engineering Standards and Standard Specifications and Caltrans Standard Specifications. See Section 5 for Control of Work and Appendix J for the City's Quality Assurance Program. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED 3.01 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. END OF SECTION 01 4000 Page 373 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 01 4000 01 4000 Quality Control 09-04-2024 Page2of 2 This page intentionally left blank Page 374 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page1of 6 Section 03 1000 Concrete Forming and Accessories PART 1 GENERAL 1.01 Section Includes A. Formwork for cast-in-place concrete, with shoring, bracing and anchorage. B. Installation of items to be embedded in concrete, such as anchor bolts, inserts, embeds, and sleeves. C. Openings for other work. D. Form accessories. E. Form stripping. 1.02 Related Requirements A. Section 03 2000 - Concrete Reinforcing. B. Section 03 3000 - Cast-in-Place Concrete. 1.03 Reference Standards A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022). B. ACI PRC-347 - Guide to Formwork for Concrete; 2014 (Reapproved 2021). C. ACI SPEC-117 - Specification for Tolerances for Concrete Construction and Materials; 2010 (Reapproved 2015). D. ACI SPEC-301 - Specifications for Concrete Construction; 2020. E. PS 1 - Structural Plywood; 2023. 1.04 Submittals A. See Section 01 3300 - Submittals, for submittal procedures. B. Product Data: Provide data on void form materials and installation requirements. C. Keep an accurate record of the dates of removal of forms, form shores and reshores, and furnish copies to the SEOR. Page 375 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page2of 6 1.05 Quality Assurance A. Comply with the pertinent provisions of 01 4000 - Quality Requirements B. Construct forms according to ACI PRC-347, "Guide to Formwork for Concrete," and conforming to tolerances of ACI SPEC-117, "Specifications for Tolerances for Concrete Construction" 1.06 Delivery, Storage, and Handling A. Comply with pertinent provisions of 01 6000 - Product Requirements delivering materials in a timely manner to ensure uninterrupted progress. B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture. PART 2 PRODUCTS 2.01 Formwork - General A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in- place concrete work. B. Design and construct concrete that complies with design with respect to shape, lines, and dimensions. C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork. D. Comply with relevant portions of ACI CODE-318, ACI PRC-347, and ACI SPEC-301. 2.02 Wood Form Materials A. Softwood Plywood: PS 1, B-B Medium or High Density Concrete Form Overlay, Class I, grade marked, not mill oiled. B. Lumber:DF species; WCLIB Construction grade or better, WWPA No. 1 grade or better; with grade stamp clearly visible. 2.03 Formwork Accessories A. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied. 1. Composition: Colorless, reactive, water-based or solvent-based compound. 2. Do not use materials containing diesel oil or petroleum-based compounds. 3. VOC Content:In compliance with applicable local, State, and federal regulations. Page 376 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page3of 6 PART 3 EXECUTION 3.01 Examination A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. 3.02 Earth Forms A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. Sides of all footings and grade beams shall be formed, unless the member detail provides at least 3" clear cover to reinforcement and indicates the member is cast against earth. Remove formwork prior to backfilling operations. 3.03 Erection - Formwork A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI SPEC-301. B. Rigidly construct forms to prevent mortar leakage, sagging, displacement or bulging between studs. Use clean, sound, approved form material, coated with specified materials only, not oil. Provide backing on all plywood joints. C. Coat forms with the specified resin coating, not form oil. Construct forms to exact shapes, sizes, lines and dimensions required to obtain level, plumb, and straight surfaces. Provide openings, offsets, keys, reglets, anchorages, recesses, moldings, chamfers, blocking, screeds, drips, bulkheads, and all other required features. Make forms easily removable without hammering or prying against concrete. Space forms apart with metal spreaders. Construct forms to accurate alignment, locations and grades, and provide against sagging, leakage of concrete mortar, or displacement occuring during and after placing of concrete. Coordinate installation of inserts and anchors in forms according to shop drawings and requirements for work of other sections. D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads. E. Corners and angles: Provide 3/4" x 3/4" beveled chamfer strips for all exposed concrete corners and angles square unless indicated otherwise. F. Reglets and Rebates: Form required reglets and rebates to receive frames, flashing and other equipment. Obtain required dimensions, details, and precise positions for work to be installed under other sections and form concrete accordingly. G. Form Joints: Align joints and make watertight. Keep form joints to a minimum. Fill joints to produce smooth surfaces, intersections, and arises. Use polymer foam or equivalent fillers at joints and where forms abut or overlap existing concrete to prevent leakage of mortar. H. Recesses, Drips, and Profiles: Provide smooth milled wood or pre-formed rubber or plastic shapes of types shown and required. Page 377 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page4of 6 I. Cleanouts and Cleaning: Provide Temporary openings in all wall forms and other vertical forms for cleaning and inspection. Clean forms and surfaces to receive concrete prior to placing. J. Re-Use: Clean and Recondition form material before re-use. 3.04 Application - Form Release Agent A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. 3.05 Inserts, Embedded Parts, and Openings A. All necessary pipe sleeves, anchors, or other required inserts shall be accurately installed as part of the work of other sections, according to Specification Section 03 30 00, Section 1.3.B for submittal requirements related to this scope. B. Obtain approval before framing openings in structural members that are not indicated on drawings. C. Provide formed openings where required for items to be embedded in passing through concrete work. D. Locate and set in place items that will be cast directly into concrete. E. Conduits or pipes: 1. Locate so as not to reduce strength of the concrete 2. Do not place pipes, other than conduits, in a slab 4-1/2" thick or less in any case. Conduit buried in a concrete slab shall not have an outside dimension greater than 1/3 the slab thickness nor be placed below the bottom reinforcing or over the top reinforcement. 3. Sleeves: Pipe sleeves may pass through the slab or walls if not exposed to rusting or other deterioration and are of uncoated or galvanized iron or steel. Provide sleeves of diameter large enough to pass any hub or coupling on pipe, including any insulation. 4. Conduits may be embedded in walls only if the outside diameter does not exceed 1/3 the wall thickness, are spaced no closer than 3 diameters on centers and not impair the strength of the structure. 5. Clusters of Conduits a. Clusters of conduits embedded in a concrete slab shall not exceed 6 conduits per cluster and each conduit per cluster shall be spaced as per the above requirements. Conduit clusters exceeding this requirement shall be reviewed and approved by the Structural Engineer of Record prior to installation of the conduits. b. If more than one conduit cluster is required in a specific area of the slab, routing and spacing of the clusters shall be reviewed and approved by the structural engineer of record prior to installation of the conduits. Page 378 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page5of 6 c. At no time shall the quantity and routing of clusters of conduits impair the strength of the concrete construction. F. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work. G. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement. H. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing reinforcement. Heat seal joints so they are watertight. I. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. J. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.06 Form Cleaning A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean formed cavities of debris prior to placing concrete. 3.07 Formwork Tolerances A. Construct formwork to maintain tolerances required by ACI SPEC-117, unless otherwise indicated. B. Deflection: Limit Deflection of forming surfaces from concrete pressure to L/240. C. Finish Lines: Position formwork to maintain hardened concrete finish lines within following permissible deviations. 1. Variation from Plumb: In 10'-0" 1/4 inch In any story or 20'-0" 3/8 inch In 40'-0" or more 3/4 inch 2. Variation from Level or Grades Indicated In 10'-0" 1/4 inch In any story or 20'-0" 3/8 inch In 40'-0" or more 3/4 inch 3. Cross-Sectional Dimensions a. Minus 1/4 inch b. Plus 1/2 inch 3.08 Field Quality Control A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements. Page 379 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 1000 03 1000 Concrete Forming and Accessories 09-04-2024 Page6of 6 B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure. 3.09 Form Removal A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and all superimposed loads as determined by testing field cured cylinders, but not sooner than specified in ACI PRC-347 Section 3.6.2.3. Load supporting forms may be removed when concrete has attained 75 percent of required 28 day compressive strength, but no sooner than 3 days, provided construction is reshored. Vertical formwork for cast in place concrete walls may be removed no sooner than 1 day following concrete placement, provided that the contractor can demonstrate that no sloughing or sagging of concrete will occur. 1. Reshore structural members as specified per ACI PRC-347. 2. Remove formwork progressively so unbalanced loads are not imposed on the structure. 3. Avoid damage to concrete surfaces during removal. 4. Remove formwork in same sequence as concrete placement to achieve similar concrete surface coloration. END OF SECTION 03 1000 Page 380 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 2000 03 2000 Concrete Reinforcing 09-04-2024 Page1of 4 Section 03 2000 Concrete Reinforcing PART 1 GENERAL 1.01 Section Includes A. Reinforcing Steel for Concrete Foundations B. Reinforcing Steel for Concrete Slabs on Grade C. Supports and accessories for steel reinforcement. 1.02 Related Requirements A. Section 03 1000 - Concrete Forming and Accessories. B. Section 03 3000 - Cast-in-Place Concrete. 1.03 Reference Standards A. ACI SPEC-301 - Specifications for Concrete Construction; 2020. B. ACI 315 - Manual of Standard practice for Detailing Reinforced Concrete Structures; 2011. C. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2022. D. ASTM A706/A706M - Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement; 2022a. E. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2022. F. AWS D1.4/D1.4M - Structural Welding Code - Steel Reinforcing Bars; 2018, with Amendment (2020). G. CRSI (DA4) - Manual of Standard Practice; 2023. H. CRSI (P1) - Placing Reinforcing Bars, 10th Edition; 2019. 1.04 Quality Assurance A. Comply with the pertinent provisions of 01 4000 - Quality Requirements B. Perform work of this section in accordance with ACI SPEC-301. Page 381 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 2000 03 2000 Concrete Reinforcing 09-04-2024 Page2of 4 1.05 DELIVERY STORAGE AND HANDLING A. Comply with pertinent provisions of 01 6000 - Product Requirements delivering materials in a timely manner to ensure uninterrupted progress. B. Bundle bars, tag with identification, and transport and store so as not to damage any material. Use metal tags indicating size, length and other marking shown on placement drawings. Maintain tags after bundles are broken C. Avoid exposure to dirt, moisture or conditions harmful to reinforcement. 1.06 EXTRA MATERIAL A. Provide an allowance of an additional 10% of the total reinforcing steel tonnage in addition to the quantities shown on the drawings. This additional steel shall be installed in sizes and locations as directed by the structural engineer. PART 2 PRODUCTS 2.01 Reinforcement A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi). 1. Deformed billet-steel bars. 2. Unfinished. 3. Only to be used for conditions where bars will not be welded. B. Reinforcing Steel: ASTM A706/A706M, Grade 60 (60,000 psi) deformed low-alloy steel bars. 1. Unfinished. 2. Used in all cases where welding of bars is required. C. Steel Welded Wire Reinforcement (WWR): Galvanized, deformed type; ASTM A1064/A1064M. D. Reinforcement Accessories: 1. Tie Wire: ASTM A1064/A1064M , Annealed copper bearing steel, minimum 16 gage, 0.0508 inch. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. Standard manufactured products shall conform to the Concrete Reinforcing Institute, "Manual of Stand Practice," latest edition. 3. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports. E. Welding electrodes: AWS D1.4/D1.4M, Table 5.1 and 5.3, low hydrogen electrodes, E8018 for Grade 60 Steel. 2.02 Fabrication A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice. Page 382 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 2000 03 2000 Concrete Reinforcing 09-04-2024 Page3of 4 B. Bending and Forming 1. Fabricate bars of the indicated sizes and bend and form to required shapes and lengths by methods not injurious to materials 2. Do not heat reinforcement for bending 3. Bend bars No. 6 size and larger in the shop only. 4. Bars with unscheduled kinks or bends are subject to rejection. PART 3 EXECUTION 3.01 Placement A. Before placing bars, and again before concrete is placed, clean bars of loose rust and/or mill scale, dirt, oil, or any other coating that may be deleterious or could reduce bond with the concrete. B. Securing in place: 1. Accurately place bars and wire tie in precise position where bars cross. 2. Bend ends of wire ties away from the forms. 3. Wire tie bars to the corners of ties and stirrups. 4. Support bars according to the Concrete Reinforcing Steel Institute (CRSI) "Placing Reinforcing Bars," using approved accessories and chairs. 5. Place precast concrete cubes with embedded wire ties to supporting reinforcing steel bars in concrete placed on grade and in footings. 6. Take adequate precautions to ensure that reinforcing bar position and spacing is maintained during concrete placement. C. Maintain concrete cover around reinforcing as follows: 1. Refer to Drawings for cover requirements D. Splices: 1. Do not splice reinforcing bars at the points of maximum stress except where indicated. 2. Lap splices as shown or required to develop the full strength or stress of the bars. 3. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces. 3.02 Field Quality Control A. Comply with all pertinent provisions of Division 01 Section 01 40 00 "Quality Requirements". B. Supervision: Perform Work to this Section under supervision of a capable superintendent. C. An independent testing agency, as specified in 01 4000 - Quality Requirements, shall inspect installed reinforcement for conformance to contract documents before concrete placement. END OF SECTION 03 2000 Page 383 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 2000 03 2000 Concrete Reinforcing 09-04-2024 Page4of 4 This page intentionally left blank Page 384 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 1 of 16 Section 03 3000 Cast-in-Place Concrete PART 1 - GENERAL 1.01 Section Includes A. Section Includes cast-in-place concrete, concrete materials, mixture design, placement procedures and finishes for the following: B. Joint devices associated with concrete work. C. Miscellaneous concrete elements, including equipment pads and footings. D. Concrete curing. E. Concrete Foundations 1.02 Related Requirements A. Section 03 1000 - Concrete Forming and Accessories: Forms and accessories for formwork. B. Section 03 2000 - Concrete Reinforcing. C. Section 32 1313 - Concrete Paving: Sidewalks, curbs and gutters. 1.03 Reference Standards A. ACI CODE-318 - Building Code Requirements for Structural Concrete and Commentary; 2019 (Reapproved 2022). B. ACI 315 - Details and Detailing of Concrete Reinforcement; 1999. C. ACI PRC-305 - Guide to Hot Weather Concreting; 2020. D. ACI PRC-306 - Guide to Cold Weather Concreting; 2016. E. ACI PRC-308 - Guide to External Curing of Concrete; 2016. F. ACI SPEC-301 - Specifications for Concrete Construction; 2020. G. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2022. H. ASTM C31/C31M - Standard Practice for Making and Curing Concrete Test Specimens in the Field; 2022. I. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2023. Page 385 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 2 of 16 J. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2023. K. ASTM C42 - Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete; 2020. L. ASTM C40 - Standard Test Method for Organic Impurities in Fine Aggregates for Concrete; 2020. M. ASTM C88 - Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate; 2018. N. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2024. O. ASTM C109/C109M - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 50 mm [2 in.] Cube Specimens); 2023. P. ASTM C117 - Standard Test Method for Materials Finer than 75-ȝm (No. 200) Sieve in Mineral Aggregates by Washing; 2017. Q. ASTM C131/C131M - Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine; 2020. R. ASTM C136/C136M - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019. S. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2020. T. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2020. U. ASTM C172/C172M - Standard Practice for Sampling Freshly Mixed Concrete; 2017. V. ASTM C260/C260M - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a (Reapproved 2016). W. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2019. X. ASTM C330/C330M - Standard Specification for Lightweight Aggregates for Structural Concrete; 2023. Y. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2019, with Editorial Revision (2022). Z. ASTM C595/C595M - Standard Specification for Blended Hydraulic Cements; 2021. AA. ASTM C618 - Standard Specification for Coal Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2023, with Editorial Revision. Page 386 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 3 of 16 BB. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing; 2017. CC. ASTM C989/C989M - Standard Specification for Slag Cement for Use in Concrete and Mortars; 2024. DD. ASTM C1602/C1602M - Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete; 2022. EE. ASTM D75 - Standard Practice for Sampling Aggregates; 2019. FF. ASTM D2419 - Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate; 2022. GG. ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2018a. 1.04 Submittals A. See Section 01 3300 - Submittals for submittal procedures. B. Product Data: Comply with the pertinent provisions of Section 01 6000 - Product RequirementsSubmit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. 1. Material Certificates: For Each of the following, signed by the manufacturer(s) a. Cementitious materials b. Admixtures c. Curing compounds d. Non-shrink grout 2. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with the requirements: a. Aggregates C. Mix Design: Submit proposed concrete mix design(s). For each concrete mixture: 1. Inidcate Intended Locations for use 2. Indicate proposed mix design complies with requirements of ACI SPEC-301, Section 4 - Concrete Mixtures. 3. Indicate proposed mix design complies with requirements of ACI CODE-318, Chapter 5 - Concrete Quality, Mixing and Placing. a. Mixes shall be based on existing approved compressive strength test data for concrete mixes in accordance with ACI 318 Section 5.3.1.1 and requirements below: 1) Strength Requirements: Design mixes for structural concrete for minimum 28- day compressive strengths required by Drawings and Specifications. The trial batch strength for each mix shall exceed indicated or specified strength by 750 psi or a lesser amount based on the standard deviations of strength test records according to ACI 318. 2) Normal Weight Concrete Mix Design: Design all mixes for workability and durability of concrete. Control the mixes in accordance with the CBC, ACI 318 Section 5.2, ACI 211.1, and ACI CODE-318 Chapter 4, Building Code Page 387 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 4 of 16 Requirements for Reinforced Concrete. Make adjustments in cement content required for concrete strengths at Contractor's expense and do not exceed 0.50 (or as indicated on concrete general notes of approved plans) absolute water- cement or cement plus fly ash or slag ratio by weight. Do not use calcium chloride or any admix containing such material. Admixtures containing a material releasing nitrates in solution are limited to 0.06 percent by weight for the chloride ion. Design the mixes with 1" maximum size, except maximum 1-1/2" size for foundations as submitted by the contractor and approved by the Structural Engineer of Record. 3) ACI 318 Section 5.3.1.1 with test records. Where a testing laboratory acceptable to the enforcement agency has records of compressive strength tests, a standard deviation shall be established. Test records from which a standard deviation is calculated shall: (a) Represent materials, quality control procedures and conditions similar to those expected, and changes in materials and proportions within the test records shall not have been more restricted than those for proposed work. (b) Represent concrete produced to meet a specified strength or strengths f¶c within 1,000 psi of that specified for proposed work. (c) Must consist of at least 30 consecutive tests or two groups of consecutive tests totaling at least 30 tests as defined in ACI 318 Section 5.3.1.1, except as provided in ACI 318 Section 5.3.1.2. 4. Include alternate mix designs when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments. D. Test Reports: Submit report for each test or series of tests specified. E. Manufacturer's Installation Instructions: For concrete accessories, indicate installation procedures and interface required with adjacent construction. F. Delivery Tickets: With each transit truck provide delivery ticket, signed by an authorized representative from the batch plan, containing all information required by ASTM C94/C94M , as well as time batched, type of brand of cement, cement content, maximum size of aggregate and total water content. 1.05 Quality Assurance A. Comply with the pertinent provisions of 01 4000 - Quality Control B. Qualifications 1. Installer Qualifications: An experienced installer who has completed concrete work similar in material, design, and extent to that indicated for this project and whose work has resulted in construction with a record of successful in-service performance. Adequate numbers of trained and experienced personnell shall be used. 2. Manufacturer Qualifications: The production facility supplying hydraulic cement concrete shall have a current Certification of Ready Mixed Concrete Production Facilities from the National Ready Mixed Concrete Association, or equivalent. 3. Concrete Testing and Inspection Services: The owner shall engage a qualified Independent Testing Agency to perform evaluation test and special inspections per Structural Notes on Drawings and as required per the code. Personnel conducting test Page 388 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 5 of 16 shallbe qualified as ACI Concrete Field Testing Technician, Grade 1 according to ACI CP-1 or an equivalent program. C. Perform work of this section in accordance with ACI SPEC-301 and ACI CODE-318. D. Follow recommendations of ACI PRC-305 when concreting during hot weather. E. Follow recommendations of ACI PRC-306 when concreting during cold weather. F. Source Quality Control: Refer to the following paragraphs for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may be used without testing when so approved by SEOR. Testing laboratory shall perform the following conformance testing 1. Cementitious Material Test: The concrete supplier shall furnish to the enforcement agency certification from the cement manufacturer that the cement proposed for use on the project has been manufactured and tested in compliance with the requirements of ACI 318 Section 3.2.1 and the ASTM standards listed in the materials section of this Specification. 2. Aggregates for Normal Weight Concrete: Test the aggregate before and after concrete mix is designed and whenever character of aggregate varies or source of material is changed in accordance with ASTM C33/C33M and CBC. Include a sieve analysis. Obtain samples of aggregates at the dry batching or ready-mix concrete plant in accordance with ASTM D75 and perform tests for the properties listed in the following table: Physical Properties Physical Properties, units Test Method Minimum Values Sieve analysis ASTM C136/C136M Loss after 5 cycles not more than 8 percent of coarse aggregate, nor more than 10 percent of fine aggregate Organic impurities ASTM C40 Fine aggregate not darker than reference standard color Soundness ASTM C88 Abrasion ASTM C131/C131M Weight loss not more than 10.5 percent after 100 revolutions, 42 percent after 500 revolutions Deleterious materials ASTM C33/C33M A STM C330/C330M Materials finer than No. 200 sieve ASTM C117 Not over 1 percent for gravel, 1.5 percent for crushed aggregate Reactivity potential ASTM C227, C289, C342 Ratio of silica released to reduction in alkalinity not to exceed 1.0. Sand equivalent ASTM D2419 California sand equivalent values operating range not below 71 percent Page 389 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 6 of 16 G. Compliance with Regulations: All materials shall comply with the current rules and regulations of the local air quality management district, with the rules regarding volatile organic compounds, and with FDA rules and regulations for dangerous substances in construction products. H. Allowable Tolerances: Construct concrete conforming to the tolerances specified in ACI 117, as applicable, unless exceeded by the requirements of regulatory agenciesor otherwise indicated or specified. 1.06 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01 6000 - Product Requirements. B. Ready-mix concrete shall be mixed and delivered in accordance with ASTM C94/C94M . Each batch of concrete delivered to the Project site shall be accompanied by a time slip bearing departure time and signature of batch plant supervisor. Concrete shall be placed within 90 minutes after start of mixing. Concrete which has developed initial set shall not be used. Concrete which has partially hardened shall not be used. Deliver all materials in timely manner to ensure uninterrupted progress of the work. C. Deliver, store and handle all cement and aggregate materials so as to prevent their deterioration or intrusion by foreign matter. Deteriorated or contaminated materials shall not be furnished. 1.07 JOB CONDITIONS A. Cold Weather Requirements: 1. Follow recommendations of ACI 306R A when concreting during cold weather. 2. Adequate equipment shall be provided for heating concrete materials and protecting concrete during freezing or near-freezing weather. Surfaces, in which concrete is to come in contact with, shall be free from frost or ice. No frozen materials or materials containing ice shall be furnished. 3. When placing concrete during freezing or near-freezing weather the mix shall have a temperature of at least 50 degrees F., but not more than 90 degrees F. when cement is added. Concrete shall be maintained at a temperature of at least 50 degrees F. for at least 72 hours after placing or until it has thoroughly hydrated. When necessary, concrete materials shall be heated before mixing. Special precautions shall be provided for protection of transit-mixed concrete. B. Hot Weather Requirements: 1. Follow recommendations of ACI 305R when concreting during hot weather. 2. During hot weather, proper attention shall be provided for ingredients, production methods, handling, placing, protection and curing, to prevent excessive concrete temperatures or water evaporation which could impair required strength or durability. PART 2 PRODUCTS 2.01 Formwork A. Comply with requirements of Section 03 1000. Page 390 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 7 of 16 2.02 Reinforcement Materials A. Comply with requirements of Section 03 2000. 2.03 Concrete Materials A. Cement:ASTM C595/C595Mor ASTM C150/C150M, Type II - Moderate Portland type, low alkali. Provide Type V where concrete is in contact with soil corrosive to concrete. B. Concrete aggregate is to be well graded (in Zone 2) per the Coarseness Factor Method. C. Water: Water shall be potable and free from deleterious matter or shall otherwise satisfy the requirements of ASTM C1602/C1602M. 1. Acquire aggregates for entire project from same source. D. Pozzolan: ASTM C618, Class F or N Fly Ash (Class C Not permitted) subject to the conditions of the CBC, containing two percent or less carbon. Fly ash shall not be used in excess of 25 percent by weight of total cement quantity for structural concrete. Where fly ash replacement is 25% or higher, maximum water-cement ratio shall be 0.45. Fly ash need not be included in lightweight concrete mix designs. E. Ground Granulated Blast Furnace Slag: ASTM C989/C989M Slag shall not be used in excess of 25 percent by weight of total cement quantity for structural concrete. 1. Slag shall not be used in concrete to be polished. F. Fly Ash: ASTM C618, Class C or F. G. Water: Clean, potable and not detrimental to concrete, complying with ASTM C94/C94M and ASTM C1602/C1602M 2.04 Admixtures A. Admixtures to be used in concrete shall be subject to prior approval by the Structural Engineer. Where more than one admixture is used, they shall be compatible. Use of admixtures shall be consistent throughout Work. B. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement. C. Air Entrainment Admixture: ASTM C260/C260M. D. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D. 1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent. E. Water Reducing Admixture: ASTM C494/C494M Type A. Page 391 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 8 of 16 1. Only one brand. When used, are subject to approval of Structural Engineer of Record, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shall the water reducing agent entrain air in excess of 4 percent. 2.05 Accessory Materials A. Non-Shrink Cementitious Grout: Premixed compound consisting of nonmetallic aggregate, cement, water reducing and plasticizing agents. 1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch. 2. Minimum Compressive Strength at 28 Days, ASTM C109/C109M: 7,000 pounds per square inch. 3. Non-gas-forming and free of oxidizing catalysts and inorganic accelerators, used as dry or damp pack, or mixed to a 20-second flow (CRC-C 611), without segregation or bleeding at any temperature between 45 degrees F and 100 degrees F. 4. Low-Slump, Dry Pack Products: a. Drypack: Field mixture of I part Portland cement to 2 parts fine aggregate mixed to a damp consistency such that a ball molded in the hands will stick together and hold its shape. In lieu of field mixing, Contractor may use factory mixed drypack material, such as Master Builders "Set Grout." f'c shall be equal to 5,000 psi. B. Non-Shrink Epoxy Grout: Moisture-insensitive, two-part; consisting of epoxy resin, nonmetallic aggregate, and activator. 2.06 Bonding and Jointing Products A. Bonding Agent: "Weld-Crete," manufactured by Larsen Products Co., P.O. Box 2127, Rockville, MD 20852, Master Builders "Concresive," or equal. B. Construction Joint Materials: "Key-Kold" or "Kwik-Joint," of profiles indicated. C. Slab Isolation Joint Filler: 1/2-inch thick, height equal to slab thickness, with removable top section forming 1/2-inch deep sealant pocket after removal. D. Expansion Joint Fillers: Preformed strips, non-extruding and resilient bituminous type, of thickness indicated, conforming to ASTM D 1751 and ASTM D1752. 2.07 FINISHING AND CURING MATERIALS A. Finishing Aids: Liquid applied at time of concrete finish to increase hydrolysis and improve workability and finish. 1. Products: a. Hydrocrete: HydroCrete or HydroGrind :www.hydro-crete.com/ b. Wagman Metal Products: G3 Finish Aid: www.wagmanmetal.com c. Penetron; Peneseal FH-PS: www.penetron.com/#sle. d. Solomon Colors; Solomon Colors Lythic Day1: www.solomoncolors.com/#sle. B. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming compound; complying with ASTM C309. Page 392 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 9 of 16 1. Application: Use at exterior flatwork. 2. Product dissipates within 4 to 6 weeks. C. Curing Agent, Water-Cure Equivalent Type: Clear, water-based, non-film-forming, liquid- water cure replacement agent. 1. Application: Use at interior slabs. 2. Comply with ASTM C309 standards for water retention. 3. Compressive Strength of Treated Concrete: Equal to or greater than strength after 14-day water cure when tested in accordance with ASTM C39/C39M. 4. VOC Content: Zero. D. Moisture-Retaining Sheet: ASTM C171. 1. Curing paper, regular. 2. White-burlap-polyethylene sheet, weighing not less than 3.8 ounces per square yard. 2.08 CONCRETE MIXING A. Furnish ready-mixed concrete from an approved commercial off-site plant. Conform to ASTM C 94, except materials, testing, and mix designs as specified herein. Use transit mixer trucks equipped with automatic devices for recording number of revolutions of drum. Comply with CBC Section, 1905. B. Admixtures: All approved admixtures shall be introduced into the concrete at the batch plant. Field additions are not acceptable. C. Slump: Adjust quantity of water so concrete at point and time of placing does not exceed the slumps per plans when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast. D. For compressive strength, density, fly ash or slag content, slump, and water-cement ratio, refer to the general notes in the plans. 2.09 Mixing A. Adding Water: If concrete arrives on-site with slump less than suitable for placement, do not add water that exceeds the maximum water-cement ratio or exceeds the maximum permissible slump. PART 3 EXECUTION 3.01 Examination A. Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 GENERAL A. Time of Placing: Do not place concrete until reinforcement, conduits, outlet boxes, anchors, hangers, sleeves, bolts, and other embedded materials are securely fastened in place. Contact the inspector at least 24 hours before placing concrete; do not place concrete until inspected by Page 393 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 10 of 16 the inspector. B. Pouring Record: A record shall be kept on the Project site of time and date of placing concrete in each portion of structure. Such record shall be maintained on the Project site until Substantial Completion and shall be available for examination by the SEOR. 3.03 Preparation A. Earth Subgrade: Dampen 24 hours before placing concrete, but do not muddy. Re-roll where necessary for smoothness and remove loose material. B. Verify that forms are clean and free of rust before applying release agent. C. Reglets and Rebates: 1. Form reglets and rebates in concrete to receive flashing, frames and other equipment as detailed and required. Coordinate dimensions and locations required with other related Work. 2. If concrete slabs on grade adjoin a wall or other perpendicular concrete surface, form a reglet in wall to receive and carry horizontal concrete Work. Reglet shall be full thickness of the slab and shall be 3/4 inch wide, unless otherwise indicated. Requirement does not apply to exterior walks, unless specifically indicated. D. Screeds: Install screeds accurately and maintain at required grade or slab elevations after steel reinforcement has been installed , but before starting to place concrete. Install screeds adjacent to walls and in parallel rows not to exceed 8 feet on centers. E. Screeds Over Vapor Barrier: Use weighted pad or cradle type screeds and do not drive stakes through the vapor barrier. Check with an instrument level, transit, or laser. F. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. G. Remove all free water from forms before concrete is deposited. Remove hardened concrete, debris, and foreign materials from interior surfaces of forms, exposed reinforcing, and from surfaces of mixing and conveying equipment. H. Wetting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce absorption and to help maintain concrete workability. I. Gravel Fill: Recompact disturbed gravel and bring to correct elevation. J. All concrete shall be thoroughly consolidated by suitable means during placement and shall be thoroughly worked around reinforcement and embedded fixtures and into corners of forms. 3.04 Placing Concrete A. Sheet Vapor Retarders: 1. Place, protect, and repair sheet vapor retarder according to ASTM E1643, section 03 0516 - Underslab Vapor Barrier, and manufacturer¶s written instructions. Page 394 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 11 of 16 B. Conveying and Placing: 1. Do not place concrete until reinforcing steel and forms or decks have been approved by the Inspector and other authorities having jurisdiction. Concrete shall be placed only under direct observation of the inspector. Do not place concrete outside of regular working hours, unless the inspector has been notified at least 48 hours in advance. 2. Comply with CBC Sections 1905.9 and 1905.10. 3. Concrete shall be conveyed from mixer to location of final placement by methods, which will prevent separation or loss of materials. Place concrete in horizontal layers not more than 18" thick within 90 minutes after water is first added to the batch. 4. In placing concrete in columns, walls or thin sections, provide openings in forms, elephant trunks, tremies or other recognized devices, to prevent segregation and accumulation of partially hydrated concrete on forms or metal reinforcement above level of concrete being placed. Such devices shall be installed so that concrete will be dropped vertically. Unconfined vertical drop of concrete from end of such devices to final placement surface shall not exceed 5-feet for concealed concrete or over 3-feet for exposed concrete. 5. Concrete shall be placed as a continuous operation until placing of panel or section is completed. Top surfaces of vertically formed lifts shall be level. 6. Concrete shall be thoroughly consolidated during placement, and shall be worked around reinforcement and embedded fixtures with mechanical vibrators. 7. Where new concrete is placed against or on old or existing concrete, apply bonding agent to surface of old concrete prior to placement of new concrete. C. Compaction and Screeding: 1. Compacting: Compact each layer of the concrete as placed with mechanical vibrators or equivalent equipment. Transmit vibration directly to concrete and in no case through the forms unless approved. Accomplish thorough compaction. Supplement by rodding or spading by hand adjacent to forms. Compact concrete into corners and angles of forms and around reinforcement and embedded fixtures. Recompact deep sections with congestion due to reinforcing steel as required. 2. Operation of Vibrators: Do not horizontally transport concrete in forms with vibrators nor allow vibrators to contact forms or reinforcing. Push vibrators vertically into the preceding layers that are still plastic and slowly withdraw, producing maximum obtainable density in concrete without creating voids or segregation. In no case disturb concrete that has partially set. Vibrate at intervals not exceeding two-thirds the effective visible vibration diameter of the submerged vibrator. Avoid excessive vibration that causes segregation. 3. Concrete must be vibrated at all headers, junction boxes and duct to insure that the concrete completely fills underneath the duct system. Care must be taken not to over vibrate. Shrinkage and temperature reinforcement above the duct systems shall be in accordance with ACI 318. Care shall be taken during concrete placement and, in particular, during concrete vibration, to prevent rising of top reinforcement within the slab. Contractors placing the concrete shall carefully hand finish a minimum of 24" [610mm] adjacent to junction box access openings so that the top of finished concrete and junction box access openings are flush with each other. 4. Tamp freshly placed concrete with a heavy tamper until at least 3/8 inch of mortar is brought to surface. Concrete shall then be tamped with a light tamper and screeded with a heavy straightedge until depressions and irregularities are eliminated, and surface is true to finish grades or elevations. Remove excess water and debris. Page 395 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 12 of 16 5. Where slabs are to receive separate cement finish or mortar setting bed, continued tamping to raise mortar to surface is not performed. Laitance shall be removed by brushing with a stiff brush or by light sandblasting to expose clean top surface of coarse aggregate. 6. Where concrete is to recieve polished finish: a. Screed with a vibratory straightedge and strike off at correct elevations. b. Do not leave the vibratory screed at any one location while the vibrator is running; move it continuously across the slab. c. Do not use a highway straightedge or bump cutter on the concrete surface during finishing operations. D. Floating and Troweling: 1. After concrete has been placed, struck off, consolidated, and restraightened, concrete shall not be worked further until ready for floating. Restraightening operation is best accomplished by use of 8 foot to 10 foot wide bull float. Power floating operations shall begin when the water sheen has disappeared, and when the mix has stiffened sufficiently to permit proper operation of power-driven float. 2. Consolidate surface with power-driven floats. Hand floating with wood or cork faced floats shall be used in locations inaccessible to power driven machine. Surface shall be restraightened at this stage with ten foot highway straightedge applied at not less than two different angles. 3. High spots shall be cut down and low spots filled during this procedure to produce planes checking true under straightedge in any direction. Uniformly slope surfaces to drains where occurs. 4. Restraightening operation shall be followed by final float pass to uniform, smooth, granular texture. 5. Where concrete is to recieve polished finish: a. Machine-trowel the slab edges and as close as possible to walls and columns. Minimize hand-finishing. b. The troweled surface shall be free of trowel marks, burn marks, and mottling. c. Do not trowel over adjacent hardened concrete surfaces. Inspect trowel machines prior to each pass and remove any accumulated mortar. E. Joints: Comply with CBC Section 1906.4. Locate joints in concrete only where shown or approved and obtain prior approval for points of stoppage of any pour. Clean and roughen surface of construction joints by removing entire surface and exposing 1/4" of clean coarse aggregate solidly embedded in mortar matrix by chipping, use of an approved retarder agent, or equal. Water and keep hardened concrete wet for not less than 24 hours before placing the next lift or abutting concrete. Cover the horizontal surfaces of existing or previously placed and hardened concrete with a 2" thick layer of fresh concrete of required mix less 50 percent of coarse aggregate just before balance of concrete is placed. F. Vertical Elements: Stop placement of concrete in walls and columns 1 1/2" below bottom of beams or supported slabs. Stop placement at sills and heads of wall openings in the same manner. Allow concrete in vertical elements to be in place at least 2 hours and until vertical settlement has ceased before placing concrete for floor framing. G. Correction of Segregation: Before placing next layer of concrete, and at the top of each placement for vertical elements, remove all concrete containing excess water or fine aggregate, or showing deficiency of coarse aggregate, and fill the space with compacted concrete of correct proportions. Comply with CBC Section, 1906.4. Page 396 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 13 of 16 H. Filling, Leveling and Patching: 1. Concrete slabs exhibiting high or low spots and indicated to receive resilient floor covering or soft floor covering, shall have surfaces repaired. High spots shall be honed, or ground with power-driven machines to required tolerances. Low spots shall be filled with latex underlayment, installed in strict accordance with manufacturer's written recommendations. 2. Holes resulting from form ties or sleeve nuts shall be solidly packed, through exterior walls, by pressure grouting with cement grout, as specified. Grouted holes on exposed surfaces shall be screeded flush and finished to match adjoining surfaces. I. Cement Base: Cement base shall be of the height, thickness, and shape detailed. Base shall be reinforced with one inch mesh, 18 gage, zinc-coated wire fabric. Base finish mixture shall be one part Portland cement, 2 parts of fine aggregate and one part pea gravel. Colored cement base shall include a chemically inert mineral oxide pigment in the mix. 3.05 Slab Jointing A. Locate joints as indicated on drawings. B. Anchor joint fillers and devices to prevent movement during concrete placement. C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab. D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours after placing; use 3/16 inch thick blade and cut at least 1 inch deep but not less than one quarter (1/4) the depth of the slab. 3.06 Curing and Protection A. Comply with requirements of ACI PRC-308. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. All curing shall be per CBC Section 1905.11. Keep forms containing concrete in a wet condition until removed. Keep concrete continuously moist for not less than 7 days after placement. Keep concrete above 50ºF and moist with a fine fog water spray until protected by curing media. D. Forms containing concrete, top of concrete between forms, and exposed concrete surfaces after removal of forms shall be maintained in a thoroughly wet condition for at least 7 consecutive days after placing. Use the water curing method, curing sheet material, or a clear liquid membrane-forming curing compound except as otherwise specified. E. During times of dry or excessive winds, high ambient temperature, low humidity, or other ambient conditions causing rapid drying, use specified evaporation retardant and finishing aid material according to the manufacturers instructions and cure concrete with a fine fog spray of Page 397 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 14 of 16 water, or equal, applied both during and after finishing and continued until final curing operations are started. F. Within 24 hours after finishing, exterior slabs and paving, and interior slabs to receive cement topping or mortar setting beds, shall be covered with sand to a depth of 2 inches and kept thoroughly wet for 7 days. 1. Instead of sand covering, exterior walks and paving where no other surface treatment is specified, may be cured with clear liquid curing compound immediately installed in accordance with manufacturer's directions. 2. At areas to recieve polished concrete finish, silcate curing compounds are prohibited. 3.07 GROUTING AND DRYPACKING A. Install as indicated or required. Where grouting and drypacking is part of the work of other sections, it shall conform to the following requirements, as applicable. B. Drypacking: Mix materials thoroughly with minimum amount of water. Install drypack by forcing and rodding to fill voids and provide complete bearing under plates. Finish exposed surfaces smooth and cure with damp burlap or liquid curing compound. C. Non-Shrink Grouting: 1. Mixing: Mix the approved non-shrink grout material with sufficient water per manufacturers recommendations. 2. Application: Surfaces to receive the non-shrink grout shall be clean, and shall be moistened thoroughly immediately before placing the mortar. Before grouting, surfaces to be in contact shall be roughened and cleaned thoroughly, all loose particles shall be removed and the surface flushed thoroughly with neat cement grout immediately before the grouting mortar is placed. Place fluid grout from one side only and puddle, chain, or pump for complete filling of voids; do not remove the dams or forms until grout attains initial set. Finish exposed surfaces smooth, and cure as recommended by grout manufacturer. 3.08 Field Quality Control A. Comply with pertinent provisions of Section 01 4000 - Quality Control. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Testing/Evaluation of Concrete: Conform to CBC and ACI. Testing Laboratory shall perform following tests. Samples for testing shall be obtained in accordance with AASTM C172/C172M, and shall be taken from as close to point of placement as possible. 1. Compressive Strength Tests: Cast one set of three or more cylinders from each days placing and each 50 cubic yards, or fraction thereof, or not less than once for each 2,000 square feet of surface area for slabs and walls, of each strength of structural concrete. Date cylinders, assign record number, and tag showing the location from which sample was taken. Also record slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete. 2. Test Cylinders: Samples will be made in accordance with ASTM C172/C172M . Cast cylinders according to ASTM C31/C31M ; 24 hours later, store cylinders under moist curing conditions at about 70 F. Test according to ASTM C39/C39M at 7 and 28 day ages. Page 398 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 15 of 16 The remaining cylinder shall be kept in reserve in case tests are unsatisfactory. D. Core Tests: Comply with CBC and ACI. If tests show that compressive strength of any concrete falls below required minimum at 28 day age, additional curing and testing of concrete which unsatisfactory test reports represent may be directed. Testing Laboratory shall take and test drilled cores as directed in accordance with ASTM C42. Contractor shall refill core holes with drypack concrete of the same compressive strength required for cored concrete. If core tests results are unsatisfactory, Contractor shall furnish required labor, equipment, and weights, and the Testing Laboratory shall conduct load testing on involved parts of building or structure as directed. Contractor shall bear additional curing and test costs, including Testing Laboratory costs, for concrete not meeting required compressive strength at 28 day age even if testing demonstrates that concrete has eventually attained required minimum compressive strength, and all costs for required corrections or removals and replacements as directed and required for approved construction. E. Level of Floors: Continuously monitor concrete placing to maintain level floor by use of an instrument level, transit, or laser. F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M. 3.09 CLEAN UP A. Remove rubbish, debris and waste materials and legally dispose of off the Project site. 3.10 Protection A. Do not permit traffic over unprotected concrete floor surface until fully cured. END OF SECTION 03 3000 Page 399 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 03 3000 03 3000 Cast-in-Place Concrete 09-04-2024 Page 16 of 16 This page intentionally left blank Page 400 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 1 of 14 Section 04 2000 Unit Masonry PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete block. B. Mortar and grout. C. Installation of Reinforcement D. Placement of anchor bolts, assemblies and embeds E. Grouting of plates and embeds F. Accessories. 1.02 RELATED REQUIREMENTS A. Section 03 2000 - Concrete Reinforcing: Reinforcing steel for grouted masonry. B. Section 03 3000 - Cast-in-Place Concrete: Installation of dovetail slots for masonry anchors. C. Section 07 9200 - Joint Sealants: Sealing control and expansion joints. 1.03 REFERENCE STANDARDS A. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2023. B. ASTM C140/C140M - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units; 2023a. C. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2018. D. ASTM C150/C150M - Standard Specification for Portland Cement; 2022. E. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2018. F. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2019a, with Editorial Revision. G. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2024. H. ASTM C476 - Standard Specification for Grout for Masonry; 2023. Page 401 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 2 of 14 I. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016. J. ASTN C1019 - Standard Test Method for Sampling and Testing Grout, 2016 K. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2023b. 1.04 SUBMITTALS A. See Section 01 3300 - Submittals for submittal procedures. B. Mix Designs and test results: 1. One of the following for each mortar mix a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C270, or b. Mix designs and mortar tests performed in accordance with the property specification of ASTM C270 2. One of the following for each grout mix a. Mix designs indicating type and proportions of ingredients in compliance with the proportion specification of ASTM C476, or b. Mix designs and grout strength tests performed in accordance with the property specification of ASTM C476, or c. Compressive strength tests performed in accordance with ASTM C1019, and slump flow and Visual Stability Index (VSI) as determined by ASTM C1611/C1611M. C. Material Certificates- Material certificates for the following, certifying that each material is in compliance. 1. Anchors, ties, fasteners, and metal accessories 2. Masonry Units 3. Mortar and grout materials 4. Self-Consolidating grout D. Construction Procedures 1. Cold weather construction procedures 2. Hot weather construction procedures E. Samples of cured dry mortar showing finish color. F. Cured sealant colors for control joints. G. Control Joint Filler, 12" pieces of each size and type. 1.05 QUALITY ASSURANCE A. Comply with the pertinent provisions of 01 4000 "Quality Requirements." B. Comply with provisions of the following codes and standards except where exceeded by requirements of the contract documents. 1. California Building Code (CBC), 2022 Page 402 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 3 of 14 2. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2016 C. Inspections: 1. General: Structural verifications inspections and test shall be performed in accordance with the following codes and standards: a. California Building Code (CBC), 2022 b. ACI 530/530.1/ERTA, Building Code Requirements for Masonry Structures, 2016 2. Owner Requirements: a. The owner or owner's agent shall employ one or more approved agencies to perform inspections during construction as required by code and shown in the contract documents and specifications 3. Special Inspection a. Qualifications: The special inspector(s) shall provide written documentation to the building official demonstrating his or her competence and relevant experience or training. The experience or training shall be considered relevant when the documented experience or training is related in complexity to the same type of special inspection activities for projects of similar complexity and material quantities. b. Special Inspection Report Requirements 1) The special inspector shall keep record of inspections 2) The special inspector shall furnish inspection reports to the building official and to the Architect and Engineer of Record. 3) Reports shall indicate that work inspected was or was not completed in conformance to approved construction documents. 4) Discrepancies shall be brought to the immediate attention of the contractor for correction 5) If not corrected discrepancies shall be brought to the attention of the building official, and the Architect and Engineer of Record prior to completion of that phase of work. 6) A final report documenting the special inspections and correction of any discrepancies noted shall be submitted to the building official. 4. Contractor Requirements a. Special inspection is in addition to the contractor's quality control inspections and testing. The contractor's quality control inspections and testing shall occur prior to special inspection and reports shall be available to the special inspector. b. The contractor will notify, in writing, the owner or owner's agent at least 48 hours in advance of special inspection required. c. The contractor shall ensure that the work for which special inspection is required remains accessible and exposed for special inspection purposes until completion of the required special inspection. d. Any contractor responsible for the construction of the main wind and/or seismic force resisting system shall submit a written statement of responsibility to the building official and owner prior to commencement of work on the system or component. The statement of responsibility shall contain acknowledgement and awareness of the special inspection requirements. 5. Inspections Required per Drawings. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. Page 403 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 4 of 14 B. Do not use damaged masonry units, damaged components of structure, damaged packaged materials, C. Protect cementitious materials for mortar and grout from precipitation and groundwater D. Do not use masonry materials that are contaminated E. Store different aggregates separately F. Protect reinforcement, ties and metal accessories from permanent distortions and store them off the ground. 1.07 PROJECT CONDITIONS A. Masonry Protection - Cover top of unfinished masonry work to protect it from moisture intrusion B. Hot Weather Construction - Implement approved hot weather procedures and comply with the following: 1. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph: a. Preparation When the ambient air temperature exceeds 100 degrees F, or exceeds 90 degrees F with a wind velocity greater than 8 mph: 1) Maintain sand piles in a damp, loose condition 2) Provide necessary conditions and equipment to produce mortar having a temperature below 120°F 2. Construction ²While masonry work is in progress a. When the ambient air temperature exceeds 100°F, or exceeds 90°F with a wind velocity greater than 8 mph: 1) Maintain temperature of mortar and grout below 120°F. 2) Flush mixer, mortar transport container, and mortar boards with cool water before they come into contact with mortar ingredients or mortar. 3) Maintain mortar consistency by retempering with cool water. 4) Use mortar within 2 hr of initial mixing. 3. Protection ²When the mean daily temperature exceeds 100°F or exceeds 90°F with a wind velocity greater than 8 mph, fog spray all newly constructed masonry until damp, at least three times a day until the masonry is three days old. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Size: Standard units with nominal face dimensions of 16 by 8 inches and nominal depth of 8 inches. 2. Load-Bearing Units: ASTM C90, medium weight. a. Hollow block, as indicated. b. Exposed Faces: Manufacturer's standard color and texture. Page 404 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 5 of 14 1) Split Face, Color: 60B568A c. Manufacturers: 1) Air Vol Block LLC Precision Concrete Masonry Units; or approved equal 2.02 MORTAR AND GROUT MATERIALS A. Mortar 1. Provide mortar conforming to the following parameters a. Conform to ASTM C270 b. Comply with Section 2103.2 of the 2022 CBC c. Type S Mortar d. 2,000 psi minimum 28 day compressive strength e. Manufacturer: 1) Air Vol Block LLC, 1 Suburban RD, San Luis Obispo CA 93401, 805-543-1314; or approved equal 2) Mortar Color: 5663B (a) Provide lime-proof, inorganic compounds, which shall not exceed 15% by weight of the cement, unless otherwise directed by manufacturer. (b) Carbon black shall not exceed 3% by weight of the cement. (c) Color to be factory blended for full color saturation of mortar joint and to be factory packaged for unitized jobsite mixing at a ratio of one unit of color per sack of cementitious material (Portland cement, lime, or masonry cement). B. Grout 1. Provide grout conforming to the following parameters a. Conform to ASTM C476 b. Comply with Section 2103.3 of the 2022 CBC c. 2,000 psi minimum 28 day compressive strength. Determine compressive strength of grout in accordance with ASTM C1019. d. Do not use admixtures unless accepted by the Engineer of Record. Field addition of admixtures is not permitted in self-consolidating grout. C. Portland Cement: ASTM C150/C150M, Type I; color as required to produce approved color sample. 1. Hydrated Lime: ASTM C207, Type S. 2. Grout Aggregate: ASTM C404. D. Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M. 2.03 REINFORCEMENT AND ANCHORAGE A. Reinforcing Steel: Type specified in Section 03 2000; size as indicated on drawings; uncoated finish. 2.04 ACCESSORIES A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fused joints. Page 405 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 6 of 14 B. Joint Filler: Closed cell polyvinyl chloride; oversized 50 percent to joint width; self expanding; in maximum lengths available. C. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials. 2.05 MORTAR AND GROUT MIXING A. Mortar 1. Mix cementitious materials and aggregates between 3 and 5 minutes in a mechanical batch mixer with a sufficient amount of water to produce a workable consistency. Do not hand mix mortar. Maintain workability of mortar by remixing or retempering. Discard mortar which has begun to stiffen or is not used within 2-1/2 hours after initial mixing. 2. Limit the weight of mineral oxide or carbon black pigments added to project-site prepared mortar to the following maximum percentages by weight of cement: a. Pigmented portland cement-lime mortar 1) Mineral oxide pigment = 10 percent 2) Carbon black pigment = 2 percent b. Pigmented mortar cement mortar 1) Mineral oxide pigment = 5 percent 2) Carbon black pigment = 1 percent c. Pigmented masonry cement mortar 1) Mineral oxide pigment = 5 percent 2) Carbon black pigment = 1 percent Do not add mineral oxide or carbon black pigment to preblended colored mortar or colored cement. 3. Do not use admixtures containing more than 0.2 percent chloride ions B. Grout 1. Except for self-consolidating grout, mix grout in accordance with the requirements of ASTM C476. 2. Unless otherwise required, mix grout other than self-consolidating grout to a consistency that has a slump between 8 and 11 inches. 3. Proportioning of self-consolidating grout at the project site is not permitted. Do not add water at the project site except in accordance with the self-consolidating grout manufacturer's recommendations. C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. 1. Include verification that foundations are constructed within a level alignment tolerance of +/- 1/2 inch. Page 406 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 7 of 14 B. Verify that related items provided under other sections are properly sized and located. 1. Include verification that reinforcing dowels are positioned in accordance with the project drawings. C. If stated conditions are not met notify the Engineer of Record. 3.02 PREPARATION A. Clean reinforcement and shanks of anchor bolts by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or both are acceptable without cleaning or brushing provided that the dimensions, of a cleaned sample are not less than required by the ASTM specification governing the reinforcement. B. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the foundation. C. Wetting Masonry units 1. Concrete Masonry - Unless otherwise required, do not wet concrete masonry before laying. Wet cutting is permitted. D. Debris - Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. E. Reinforcement - Place reinforcement and ties in grout spaces prior to grouting F. Cleanouts - Provide cleanouts in the bottom course of masonry for each grout pour when grout pour exceeds 5 ft 4 in. 1. Construct cleanouts so that the space to be grouted can be cleaned and inspected. In solid grouted masonry, space cleanout horizontally a maximum of 32 inches on center. 2. Construct cleanouts with an opening of sufficient size to permit removal of debris. The minimum opening dimension shall be 3 in. 3. After cleaning, close cleanouts with closures braced to resist grout pressure. 3.03 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running. Unless Otherwise required on the drawings 2. Coursing: One unit and one mortar joint to equal 8 inches. 3.04 PLACING AND BONDING A. Placing mortar units Page 407 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 8 of 14 1. Mortar joints at foundations - In the starting course on the foundations and other supporting members, construct bed joints so that the bed joint thickness is a least /1/4 inch and not more than: a. 1-1/4" when the first course of masonry is solid grouted and supported by a concrete foundation. 2. Bed and head joints - Unless otherwise required construct 3/8 in thick bed and head joints except at foundation. Construct joints that also conform to the following a. Fill holes not specified in exposed and below grade masonry with mortar. b. Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. c. Remove masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted. 3. Hollow units - Place hollow units so: a. Face shells of bed joints are fully mortared b. Webs are fully mortared in: 1) all courses of piers, columns and pilasters; 2) when necessary to confine grout or insulation. c. Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. d. Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the project drawings. 4. Open units with beveled ends - Fully grout open-end units with beveled ends. Head joints of open-end units with beveled ends need not be mortared. At the beveled ends, form a grout key that permits grout within 5/8 inch of the face of the unit to prevent leakage of grout. 5. All Units a. Place clean units while the mortar is soft and plastic. Remove and re-lay in fresh mortar any unit disturbed to the extent that the initial bond is broken after initial positioning. b. Cut exposed edges or faces of masonry units smooth, or position so that exposed faces or edges are unaltered manufactured surfaces. c. When the bearing of a masonry wythe on its support is less than two-thirds of the wythe thickness, notify the Architect and Engineer of Record. B. Embedded items an accessories - Install embedded items and accessories as follows: 1. Construct chases as masonry units are laid 2. Install pipes and conduits passing horizontally through masonry partitions. 3. Place pipes and conduits passing horizontally through piers, pilasters, or columns 4. Place horizontal pipes and conduits in and parallel to plane of walls 5. Install secure connectors, flashing, weep holes, weep vents, nailing blocks, and other accessories. 6. Install movement joints. 7. Aluminum - Do not embed aluminum conduits pipes and accessories in masonry, grout or mortar unless they are effectively coated or isolated to prevent chemical reaction between aluminum and cement or electrolytic action between aluminum and steel. C. Bracing of masonry - Design, provide and install bracing that will assure stability of masonry during construction. D. Site tolerances - Erect masonry within the following tolerances from the specified dimensions. Page 408 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 9 of 14 1. Dimension of elements a. In cross section or elevation (-1/4 in., +1/2 in.) b. Mortar joint thickness bed joints between masonry courses (+ 1/8 in) bed joint between flashing and masonry (-1/2 in., +1/8 in.) head (-1/4 in., +3/8 in.) c. Grout space or cavity width, except for masonry walls passing framed construction (-1/4 in., +3/8 in.) 2. Elements a. Variation from level bed joints (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum) top surface of load bearing walls (+/- 1/4 in. in 10 ft, +/- 1/2 in. maximum) b. Variation from plumb (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) c. True to a line (+/- 1/4 in. in 10 ft, +/- 3/8 in. in 20 ft,+/- 1/2 in. maximum) d. Alignment of columns and walls (bottom versus top) (+/- 1/2 in. for load bearing walls and columns., +/- 3/4 in. for non-load bearing walls) 3. Location of elements a. Indicated in plan (+/- 1/2 in. in 20 ft, +/- 3/4 in. maximum) b. Indicated in elevation (+/- 1/4 in. in story height +/- 3/4 in. maximum) c. If the above conditions cannot be met due to previous construction, notify the Architect and Engineer of Record. d. Reinforcement, tie, and anchor installation 3.05 REINFORCEMENT, TIE AND ANCHOR INSTALLATION A. Basic requirements - Place reinforcement, wall ties and anchors in accordance with the sizes, types, and locations indicated on the Project Drawings and as specified. Do not place dissimilar metals in contact with each other. B. Reinforcement 1. Support reinforcement to prevent displacement caused by construction loads or by placement of grout or mortar, beyond the allowable tolerances. 2. Completely embed reinforcing bars in grout in accordance with the Section entititled grout placement. 3. Maintain clear distance between reinforcing bards and the interior of masonry unity or formed surface of at least 1/4 inch for fine grout and 1/2 inch for coarse grout, except where cross webs of hollow units are used as supports for horizontal reinforcement. 4. Place reinforcing bars maintining the following minimum cover: a. Masonry face exposed to earth or weather 2 in for bars larger than No. 5, 1-12/ in. for No. 5 bars or smaller. b. Masonry not exposed to earth or weather 1-1/2 in. 5. Maintain minimum clear distance between parallel bars of the nominal bar size or 1 in., whichever is greater. 6. In columns and pilasters, maintain minimum clear distance between vertical bars of one and one-half times the nominal bar size or 1-1/2 in., whichever is greater. 7. Splice only where indicated on the Project Drawings, unless otherwise acceptable. When splicing by welding, provide welds in conformance with the provisions of AWS D1.4. 8. Do not bend reinforcement after it is embedded in grout or mortar without approval from the Engineer of Record. Page 409 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 10 of 14 9. Noncontact lap splices - Postion bars spliced by noncontact lap splices no farther apart transversely than one-fift the specified length of lap nor more than 8 in. 10. Joint reinforcement a. Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 1/2 in. when not exposed to weather or earth; or 5/8 in. when exposed to weather or earth. b. Provide minimum 6 in. lap splice for joint reinforcement. c. Ensure that all ends of longitudinal wires of joint reinforcement at laps are embedded in mortar or grout. 11. Placement tolerances a. Place reinforcing bars in walls and flexural elements within a tolerance of +/- 1/2 in. when the distance from the centerline of reinforcing bars to the opposite face of masonry, d, is equal to 8 in. or less, +/- 1in. for d equal to 24 in. or less but greater than 8 in., and 1-1/4 in. for d greater than 24 in. b. Place vertical bars within: 1) 2 in. of the required location along the length of the wall when the wall segment length exceeds 24 in. 2) 1 in. of the required location along the length of the wall when the wall segment length does not exceed 24 in 3) If it is necessary to move bars more than one bar diameter or a distance exceeding the tolerance stated above to avoid interference with other reinforcing steel, conduits, or embedded items notify the Engineer of Record. 4) Foundation dowels that interfere with unit webs are permitted to be be bent to a maximum of 1 in. horizontally for every 6 in. of vertical height. C. Anchor bolts 1. Embed headed and bent-bar anchor bolts larger than 1/4 in. diameter in grout that is placed in accordance with Section 3.06A and Section 3.06B. Anchor bolts of 1/4 in.diameter or less are permitted to be placed in grout or mortar bed joints that have a specified thickness of at least 1/2 in. thickness. 2. For anchor bolts placed in the top of grouted cells and bond beams, maintain a clear distance between the bolt and the face of masonry unit of at least 1/4 in. when using fine grout and 1/2 in. when using coarse grout. 3. For anchor bolts placed throught the face shell of a hollow masonry unit, drill a hole that is tight-fitting to the bolt or provide minimum clear distance that conforms to Section 3.05D.2 around the bolt and through the face of the shell. For the portion of the bolt that is within the grouted cell, maintain a clear distance between the bolt and the face of masonry unit and between the head or bent leg of the bolt and the formed surface of grout of at least 1/4 in. when using fine grout and at least 1/2 in when using coarse grout. 4. Place anchor bolt with a clear distance between parallel anchor bolts not less than the nominal diameter of the anchor bolt, nor less than 1 in. 3.06 GROUT PLACEMENT A. Placing time - Place grout wihin 1-1/2 hr from introducing water in the mixture and prior to initial set. 1. Discard site-mixed grout that does not meet the specified slump without adding water after initial mixing. 2. For ready-mixed grout: a. Addition of water is permitted at the time of discharge to adjust slump. Page 410 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 11 of 14 b. Discard ready mixed grout that does not meet the specified slump without adding water, other than the water that was added at the time of discharge. The time limit is waived as long as the ready mixed grout meets the specified slump. B. Confinement - Confine grout to the areas indicated on the project drawings. Use material to confine grout that permits bond between masonry units and mortar. C. Grout pour height - Do not exceed the maximum grout pour height given in the Table below Grout Type (1) Maximum grout pour height, ft Minimum clear width of grout space, in (2,3) Minimum clear grout space dimensions for grouting cells of hollow units, in x in (3,4,5) Fine 1 3/4 1-1/2x2 Fine 5.33 2 2x3 Fine 12.67 2-1/2 2-1/2x3 Fine 24 3 3x3 Coarse 1 3/4 1-1/2x3 Coarse 5.33 2 2-1/2x3 Coarse 12.67 2-1/2 3x3 Coarse 24 3 3x4 1. Fine and course grouts are defined by ASTM C476. 2. For grouting between masonry wythes. 3. Minimum clear width of grout space and minimum clear grout space dimension are the net dimension of the space determined by subtracting masonry protrusions and the diameters of horizontal bars from the as-built cross section of the grout space. Select grout type and maximum grout pour height based on minimum clear space. 4. Area of vertical reinforcement shall not exceed 6 percent of the area of the grout space. D. Grout lift height 1. For grout conforming to Section 2.02B a. Where the following conditions are met, place grout in lifts not exceeding 12 ft 8 in. 1) The masonry has cured at least 4 hours 2) The grout slump is maintained between 10 and 11 in. 3) No intermediate reinforced bond beams are placed between the top and the bottom of the pour height b. When conditions 1 and 2 are met but there are intermediate bond beams within the grout pour, limit the grout lift height to the bottom of the lowest bond beam that is more than 5 ft. 4 in. above the bottom of the lift, but do not exceed a grout lift height of 12 ft. 8 in. c. When the conditions of 1 or 2 are not met, place grout in lifts not excedding 5 ft. 4 in. 2. For self-consolidating grout conforming to Section 2.02B: a. When placed in masonry that has cured for at least 4 hours, place in lifts not exceeding the grout pour height. b. When placed in masonry that has not cured for at least 4 hours, place in lifts not exceeding 5 ft. 4 in. or the grout pour height, whichever is less. E. Consolidation 1. Consolidate grout at the time of placement. Page 411 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 12 of 14 a. Consolidate grout pours 12 in. or less in height by mechanical vibration or by puddling. b. Consolidate pours exceeding 12 in in height by mechanical vibration, and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. 2. Consolidation or reconsolidation is note required for self-consolidating grout. F. Grout key - When grouting, form grout keys between grout pours. Form grout keys between grout lifts when the first lift is permitted to set prior to placement of the subsequent lift. 1. Form a grout key by terminating the grout a minimum of 1-1/2 in. below a mortar joint. 2. Do not form grout keys within beams. 3. At beams or lintels laid with closed bottom units, terminate the grout pour at the bottom of the beam or lintel without forming a grout key. 4. Alternate grout placement - Place masonry units and grout using construction procedures emploiyed in the accepted grout demonstration panel. G. Lap splices minimum 24 bar diameters. H. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. I. Place and consolidate grout fill without displacing reinforcing. 3.07 CONTROL AND EXPANSION JOINTS A. Do not continue horizontal joint reinforcement through control or expansion joints. B. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions. 3.08 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section 01 4000 - Quality Requirements. B. Verify f'm and f'AAC in accordance with Section 1.05 C. Sample and test grout as required in Section 1.04 and 1.05. 3.09 CLEANING A. Remove excess mortar and mortar droppings. B. Replace defective mortar. Match adjacent work. C. Clean soiled surfaces with cleaning solution. D. Use non-metallic tools in cleaning operations. E. Remove debris Page 412 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 13 of 14 F. Do not damage the masonry 3.10 PROTECTION A. Protect adjacent construction and in place masonry against damage. B. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities. END OF SECTION 04 2000 Page 413 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 04 2000 04 2000 Unit Masonry 09-04-2024 Page 14 of 14 This page intentionally left blank Page 414 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page1of 8 Section 32 3119 Decorative Metal Fences and Gates PART 1 GENERAL 1.01 SECTION INCLUDES A. Decorative steel fences. B. Decorative steel gate. C. Decorative steel rolling gate. D. Automatic gate operators complete with safety devices, keypad, card reader, and remote operation E. Pedestal for gate operator with housing for operators. F. Detection loops in pavement. G. Concertina wire and attachments. H. Coordination with Electrical drawings. 1.02 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete. B. Section 04 2000 - Unit Masonry 1.03 REFERENCE STANDARDS A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023. B. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2019. C. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2024. D. ASTM D523 - Standard Test Method for Specular Gloss; 2014 (Reapproved 2018). E. ASTM D714 - Standard Test Method for Evaluating Degree of Blistering of Paints; 2002 (Reapproved 2017). F. ASTM D1654 - Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments; 2008, with Editorial Revision (2017). Page 415 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page2of 8 G. ASTM D2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates; 2023. H. ASTM D2794 - Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact); 1993 (Reapproved 2024). I. ASTM D3359 - Standard Test Methods for Rating Adhesion by Tape Test; 2023. J. ASTM F2200 - Standard Specification for Automated Vehicular Gate Construction; 2020. K. ASTM F2408 - Standard Specification for Ornamental Fences Employing Galvanized Steel Tubular Pickets; 2016 (Reapproved 2023). L. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum); 2020. M. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. N. UL 50 - Enclosures for Electrical Equipment, Non-Environmental Considerations; Current Edition, Including All Revisions. O. UL 50E - Enclosures for Electrical Equipment, Environmental Considerations; Current Edition, Including All Revisions. P. UL 325 - Standard for Door, Drapery, Gate, Louver, and Window Operators and Systems; Current Edition, Including All Revisions. 1.04 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Product Data: Submit manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: 1. Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, gates, and schedule of components. D. Manufacturer's Warranty. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience. Page 416 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page3of 8 1.06 DELIVERY, STORAGE AND HANDLING A. Store materials in a manner to ensure proper ventilation and drainage. Protect against damage, weather, vandalism and theft. 1.07 WARRANTY A. Correct defective Work within a five year period after Date of Substantial Completion. B. Provide five year manufacturer warranty for rolling gate operator. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Decorative Metal Fences and Gates: 1. Ameristar Perimeter Security, USA: www.ameristarperimeter.com/#sle; or approved equal. B. Automatic Gate Operators: 1. LiftMaster: www.liftmaster.com; or approved equal. 2. HySecurity; hysecurity.com; or approved equal. 3. Maximum Controls: max.us.com; or approved equal. C. Concertina Wire 1. https://www.concertina-wire.org/concertina-wire/concertina-wire.html; or approved equal. 2. https://razorfencing.com/razor-wire; or approved equal. 2.02 FENCES A. Fences: Complete factory-fabricated system of posts and panels, accessories, fittings, and fasteners; finished with electrodeposition coating, and having the following performance characteristics: B. Electro-Deposition Coating: Multistage pretreatment/wash with zinc phosphate, followed by epoxy primer and acrylic topcoat. 1. Total Coating Thickness: 2 mils, minimum. 2. Color: Black. C. Steel: ASTM A653/A653M; tensile strength 45,000 psi, minimum. 1. Hot-dip galvanized; ASTM A653/A653M, G60. 2. 62 percent recycled steel, minimum. 2.03 HEAVY INDUSTRIAL STEEL ORNAMENTAL FENCE SYSTEM A. Provide fence meeting requirements for Industrial class as defined by ASTM F2408. B. Fence Panels: Aegis II Invinciple; height per plans Page 417 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page4of 8 1. Panel Style: Two rail. 2. Attach panels to posts with manufacturer's standard panel brackets. C. Posts: Steel tube. 1. Size: 2-1/2 inches square by 12 gauge, 0.109 inch, with manufacturer's standard cap. 2. Post Cap:Flush plate. D. Rails: Manufacturer's standard, double-wall steel channel 1-3/4 inch square by 12 gauge, 0.1094 inch with prepunched picket holes. 1. Picket Retaining Rods: 0.125 inch galvanized steel. 2. Picket-to-Rail Intersection Seals: PVC grommets. E. Pickets: Steel tube. 1. Spacing: 3-3/4 inch clear. 2. Size:1 inch square by 14 gauge, .0747 inch. 3. Style:Invincible. 4. Finial: Spear point. F. Flexibility: Capable of following variable slope of up to 1:2. 2.04 STEEL ROLL GATE SYSTEM A. Provide fence components meeting requirements for Industrial class as defined by ASTM F2408. B. Gate system shall comply with all safety requirements of ASTM F2200. C. PassPort II Industrial Ornamental design style: Invincible. 1. Panel Style: Two rail. 2. Panel Strength: Capable of supporting 600 pound load applied at midspan without deflection. 3. Attach panels to posts with manufacturer's standard panel brackets. D. Posts: Steel tube. 1. Size:4 inches square by 11 gauge, 0.1196 inch, with manufacturer's standard cap. 2. Post Cap:Flush plate. E. Top rail, uprights, and diagonal rails: 2" square by 12 Ga. F. Bottom rail: 2"x4"x11 Ga. 1. Picket Retaining Rods: 1/8 inch galvanized steel. 2. Picket-to-Rail Intersection Seals: PVC grommets. G. Pickets: Steel tube. 1. Spacing: 4.175 inch on center. 2. Size: 1 inch square by 14 gauge, 0.0747 inch 3. Invincible style gates over 18¶long shall have pickets face-welded to 2´x2´angle iron to form panels equal in length to the gate frame bay width. 4. Style: Pickets with finial extend above top rail. 5. Finial: Spear point. Page 418 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page5of 8 H. Flexibility: Capable of following variable slope of up to 1:4. I. Mesh: 2" mesh safety screening shall cover the entire gate and an equal portion of fence parallel to the gate in the open posiiton up to a height of over 6 feet from ground elevation. J. Color: Black. 2.05 Automatic Gate Operators A. Rolling Gates: Prewired, pedestal-mounted gate operator for horizontal roller gates, per ASTM F2200 and UL 325. 1. Operating type:Roller chain. 2. Control Functions: Open, Pause, Close. 3. Maximum Open/Close Time:30 seconds. 4. Access:Card, Keypad, and Remote. 5. Maximum gate weight: 1,500 pounds (560 kilograms). 6. Horsepower Rating: Suitable for connected load. 7. Entrapment Protection Devices: Provide sensing devices and safety mechanisms complying with UL 325. a. Primary Device: Provide electric sensing edge, wireless sensing, NEMA 1 photo eye sensors, or NEMA 4X photo eye sensors as required with momentary-contact control device. b. Secondary Device: Provide electric sensing edge with wireless edge kit or non- monitored safety edge as an option along with continuous-constant control device. 8. Enclosures: Comply with NEMA 250, and list and label as complying with UL 50 and UL 50E. a. Environment Type per NEMA 250: Unless otherwise indicated, as specified for the following installation locations: 9. Products: a. LiftMaster IHSL24UL (Basis of Design) b. Or approved equal. 2.06 ACCESSORIES A. Keypad Mounting Supports: Where not factory installed, provide mounting supports for keypad installation. 1. Products: a. PedestalPro, www.pedestalpro.com 1) Furnished by owner. Contractor to install pedestal footing and anchors to receive pedestal. B. Keypad Housing: 1. Material: Steel 2. Finish: Powder Coated 3. Color: Black 4. Size: As required for components - keypad and card reader minimum Page 419 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page6of 8 2.07 Concertina Wire A. Product: Concertina Razor Wire 1. Type: Cross Razor Wire 2. Material: Stainless Steel 3. Size: 12" Diameter B. Accessories: 1. Mounting brackets and clips per manufacturer's installation requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.02 PREPARATION A. Clean surfaces thoroughly prior to installation. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Set fence posts in accordance with the manufacturer recommended spacing. C. Space gate posts according to the manufacturers' drawings, dependent on standard out-to-out gate leaf dimensions and gate hardware selected. 1. Base type and quantity of gate hinges on the application, weight, height, and number of gate cycles. D. Install operator in accordance with manufacturer's instructions and in accordance with NFPA 70. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. B. Maximum Offset From Indicated Position: 1 inch. C. Minimum Distance from Property Line: 6 inches. 3.05 CLEANING A. Leave immediate work area neat at end of work day. Page 420 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page7of 8 B. Clean jobsite of excess materials; scatter excess material from post hole excavations uniformly away from posts. Remove excess material if required. C. Clean fence with mild household detergent and clean water rinse well. D. Remove mortar from exposed posts and other fencing material using a 10 percent solution of muriatic acid followed immediately by several rinses with clean water. E. Touch up scratched surfaces using materials recommended by manufacturer. Match touched-up paint color to factory-applied finish. 3.06 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair, or replace damaged products before Date of Substantial Completion. END OF SECTION 32 3119 Page 421 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3119 32 3119 Decorative Metal Fences and Gates 09-04-2024 Page8of 8 This page intentionally left blank Page 422 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3313 32 3313 Site Bicycle Racks 09-04-2024 Page1of 3 Section 32 3313 Site Bicycle Racks PART 1 GENERAL 1.01 SECTION INCLUDES A. Exterior bicycle racks. 1.02 RELATED REQUIREMENTS 1.03 REFERENCE STANDARDS A. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019. B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc- Coated, Welded and Seamless; 2022. C. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2022. D. ASTM A312/A312M - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes; 2022a. E. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2021a. 1.04 SUBMITTALS A. See Section 01 3300 - Submittals for submittal procedures. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Shop Drawings: Indicate size, shape, and dimensions, including clearances from adjacent walls, doors, and obstructions. 1.05 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Handle racks with sufficient care to prevent scratches and other damage to the finish. Page 423 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3313 32 3313 Site Bicycle Racks 09-04-2024 Page2of 3 PART 2 PRODUCTS 2.01 MANUFACTURERS A. Exterior Bicycle Racks: 1. Peak Racks; www.peakracks.com/#sle; or approved equal. 2. Substitutions: See Section 01 2500 2.02 BICYCLE RACKS A. Exterior Bicycle Racks: Device allows user-provided lock to simultaneously secure one wheel and part of the frame on each bicycle parked or racked. 1. Model: 5-Bike Single-Sided Rack a. Finish/Color: Hot Dipped Galvanized - Gray b. Add Hardware: Surface Mount to Concrete 1) Capacity: Seven bicycles. 2) Accessories: In-ground grout cover. B. Materials: PART 3 EXECUTION 3.01 EXAMINATION A. Examine surfaces to receive bicycle racks. B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory conditions before proceeding. C. Do not begin installation until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Ensure surfaces to receive bicycle racks are clean, flat, and level. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install level, plumb, square, and correctly located as indicated on drawings. C. Surface Flange Installation: Anchor bicycle racks securely in place with 1/2 inch by 4 inch anchor bolts through flange holes. Page 424 of 1527 Job Name: 1106 Walnut Fencing Improvements Job Number: 2504-05-PS23 Section 32 3313 32 3313 Site Bicycle Racks 09-04-2024 Page3of 3 3.04 CLEANING A. Clean installed work to like-new condition. Do not use cleaning materials or methods that could damage finish. 3.05 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Date of Substantial Completion. END OF SECTION 32 3313 Page 425 of 1527 APPENDIX APPENDIX 4 APPENDIX C – CITY COMMUNICATION CABLING STANDARDS Page 426 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 1 SECTION 17010 COMMON WORK RESULTS FOR COMMUNICATIONS PART 1 GENERAL 1.1 SUMMARY: A. Section includes, but is not necessarily limited to: 1. Common standards and procedures for the Communications Work. 2. Design, engineer and provide complete, all means of support, suspension, attachment, fastening, bracing, and restraint (hereinafter "support") of the Communications Systems. Provide engineering of such support by parties licensed to perform work of this type in the Project jurisdiction. B. Provisions of this Section apply to Communications Work, including the following Sections: 1. Section 17026 - Grounding and Bonding for Communications Systems 2. Section 17029 - Hangers and Supports for Communications Systems 3. Section 17033 - Conduits and Backboxes for Communications Systems 4. Section 17036 - Cable Trays for Communications Systems 5. Section 17039 - Surface Raceways for Communications Systems 6. Section 17053 - Identification for Communications Systems 7. Section 17100 - Structured Cabling, Basic Materials and Methods 8. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures 9. Section 17119 - Communications Termination Blocks and Patch Panels 10. Section 17123 - Communications Cable Management 11. Section 17126 - Communications rack Mounted Power Protection and Power Strips 12. Section 17130 - Communications Indoor Backbone Cabling 13. Section 17150 - Communications Horizontal Cabling 1.2 REFERENCES: A. Usage: In accordance with Section 01110 – Summary of Work. B. American National Standards Institute (ANSI) 1. ANSI/TIA/EIA-568-B.1-200l, Commercial Building Telecommunications Cabling Standard – Part l: General Requirements 2. ANSI/TIA/EIA-568-B.2-200l, Commercial Building Telecommunications Cabling Standard - Part2: Balanced Twisted Pair Cabling Components 3. ANSI/TIA/EIA-568-B.3-2000, Optical Fiber Cabling Components Standard 4.ANSI/TIAIEIA-606-A-2002, Administration Standard for Commercial Telecommunications Infrastructure 1.3 DEFINITIONS A. General Abbreviations used in these specifications. Refer additionally to the abbreviations list appearing on the Drawings. 1. ADA Americans With Disabilities Act 2. AFC Above Finished Ceiling 3. AFF Above Finished Floor Page 427 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 2 4. BDF Building Distribution Facility 5. BICSI Building Industry Consulting Service International 6. BLDG Building 7. CAT Category 8. CD Campus Distributor 9. CL Centerline 10. DIY Division 11. (E) Existing 12. EF Entrance Facility 13. ER Equipment Room 14. FBO Furnished By Owner 15. FD Floor Distributor 16. HR Home Run 17. ID Inside Diameter 18. LAN Local Area Network 19. MAX Maximum 20. (N) New 21. NIC Not In Contract 22. OD Outside Diameter 23. OFE Owner Furnished Equipment 24. PSRH Project Standard Receptacle Height 25. PSSH Project Standard Switch Height 26. TR Telecommunications Room 27. TVP Typical 28. UON Unless Otherwise Noted. B. Reference to Named Products. 1. Selected Item: Item so noted was selected based on comparative testing of similar products. Procedure for determination of equivalence is noted in the specification for the item(s). 2. System Design Basis: Item so noted interacts with other system items to produce total system function. Substitution of this item may require coordinated substitution of other system items. 3. Design Basis: Item so noted was used as basis for system drawings to establish features, size, etc. Use of specified equivalents may require adjustment of physical layout or wiring, but does not affect system function. No preference is implied. 1.4 SUBMITTALS A. Comply with Section 01300 - Administrative Requirements and the following: 1. Submit all materials for review arranged in same order as Specifications, individually referenced to Specification Section, Paragraph and Contract Drawing number. Conform in every detail as applies to each referencing Section. 2. Submit 8 ½ "x 11" items bound in volumes and drawings in edge bound sets. Submit all drawings on sheets of the same size. Page 428 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 3 3. Make each specified submittal as a coordinated package complete with all information specified herein. Incomplete or uncoordinated submittals will be returned with no review action. 4. Progress Schedule: Comply with 01300 - Administrative Requirements. B. Manufacturer's Product Data: 1. Manufacturer's Product Data Sheets. Collate in sequence of List of Materials: 2. Data sheet for each item in each Communications Section, including all accessories, clearly marked for proposed product. 3. Material Safety Data Sheet, where applies. 4. List of Materials Schedule. For each item, include: a. Referencing Specification Section b. Referencing Paragraph c. Referencing Drawing, if specified only on plans d. Manufacturer e. Model number f. Listing, including name of Nationally Recognized Testing Laboratory. g. Precede each submittal book with a summary schedule, with columns for each item above and rows for each item submitted. i.Example: Specification Paragraph Contract Drawing Manufacturer Model No. UL Listed/ Section Reference ETL Verified 17010 2.03C XYZ 123 Y 17150 2.07Al AAA 34-56 Y T4.2 ZZY 456 Y 1.5 QUALITY ASSURANCE A. Procedures: In accordance with Section 01400 - Quality Requirements. B. Contractor may design data and voice cabling and subcontract the installation to another contractor or perform both design and installation. In either case, all contractors must meet the qualifications for any portion of the work they perform. C. Qualifications for contractors who perform DESIGN work: 1. Any person who designs any data or voice cabling for this project must be a BICSI Registered Communication Distribution Designer (RCDD ®) and a full-time employee of Contractor. Two (2) copies of RCDD certification(s) must be submitted during the pre-construction meeting. 2. Any person who designs any data or voice cabling for this project shall be thoroughly familiar with the cabling methods set forth in the latest release of the BICSI Telecommunications Distribution Methods Manuals (TDMM), latest edition. 3. Contractor shall submit two (2) copies of documentation of at least five (5) years experience in design of structured cabling systems during the pre- construction meeting. 4. Contractor shall submit two (2) copies of a written list of completed projects equivalent in size and complexity to this project, with a reference name, title, Page 429 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 4 company, address, and telephone number for each during the pre- construction meeting. D. Qualifications for contractors who perform INSTALLATION work: 1. Contractor must have at least one person acting as project manager/engineer for this project who is both a BICSI RCDD and a full-time employee of Contractor. Two (2) copies of RCDD certification(s) must be submitted during the pre-construction meeting. 2. Contractor shall be thoroughly familiar with the cabling methods set forth in the BICSI TDMM, latest edition, and unless otherwise specified, shall supervise the installation in accordance with the recommendations and practices outlined in the BICSI TDMM, latest edition. 3. Contractor shall be an approved Ortronics Certified Installer or Berk-Tek Certified OASIS Integrator. The Telecommunications contractor is responsible for workmanship and installation practices in accordance with the Ortronics CI/CIP Program and Berk-Tek OASIS Program. 4. Contractor shall submit during the pre-construction meeting two (2) copies of documentation of at least five (5) years experience in installation and maintenance of structured cabling systems. 5. Contractor shall submit during the pre-construction meeting two (2) copies of a written list of completed projects equivalent in size and complexity to this project, with a reference name, title, company, address, and telephone number for each. 6. During the pre-construction-meeting, Contractor shall submit two (2) copies of a written list of qualified technicians assigned to this project, including relevant manufacturer training programs and years of related experience completed by each. At least 30 percent of the copper installation and termination crew must be certified by Berk-Tek and Ortronics or by BICSI at the Technician level. At least 20 percent of the optical fiber installation and termination crew must be certified by Berk-Tek and Ortronics or other industry-recognized organizations in optical fiber installation and testing. E. Structured Cabling System shall qualify for an Ortronics NetClear GT2 25-year manufacturer warranty. Contractor shall responsible for the following: 1. Register project for warranty PRIOR to the start of installation in conformance with Ortronics warranty requirements. 2. Submit final Bill of Materials and certified test results to Ortronics within (5) business days of completing installation and certification testing. 3. Deliver warranty confirmation letter and certificate to Owner’s representative. F. Test Plan 1. Provide a complete and detailed test plan for the Telecommunications cabling system including a complete list of test equipment for the UTP and optical fiber components and accessories ten (10) business days prior to the proposed test date. Include procedures for certification, validation, and testing. G. Designated Supervisor Page 430 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 5 1. Provide a designated supervisor present and in responsible charge in the fabrication shop and on the project site during all phases of installation and testing of the Work of this section. This supervisor shall be the same individual throughout the execution of the Work unless illness, loss of personnel, or other circumstances reasonably beyond the control of Contractor intervene. H. Reference Documents: At all times when the work is in progress, maintain at the workplace, fabrication shop or Project Site as applies. 1. A complete set of the latest stamped, actioned submittals of record. I. Test Equipment 1. Requirements: a. Maintain and operate test equipment at the fabrication shop and the job site for both routine and Certification Testing of the Work of this section. b. Maintain test equipment at the job site while testing is in progress from installation of equipment racks until Owner Acceptance of this Work; thereafter remove all of this test equipment from the job site. c. Unless otherwise indicated, test equipment shall remain property of Contractor. d. Provide all required test cables and adapters. a. Provide equipment with traceable calibration, with calibration date not greater than one (1) year prior to the date of the use of the equipment to perform the specified testing. 2. Equipment: Specified in individual Sections. J. Standard Products 1. Provide materials and equipment that are products of manufacturers regularly engaged in the production of such products which are of equal material, design and workmanship. Products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year period shall include applications of equipment and materials under similar circumstances and of similar size. The product shall have been on sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2-year period. Where two or more items of the same class of equipment are required, these items shall be products of a single manufacturer; however, the component parts of the item need not be the products of the same manufacturer unless stated in this section. a. Alternative Qualifications. Products having less than a 2-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6000 hours, exclusive of the manufacturers' factory or laboratory tests, is furnished. 2. Material and Equipment Manufacturing Date. a. Products manufactured more than 3 years prior to date of delivery to site shall not be used, unless specified otherwise. 1.6 REGULATORY REQUIREMENTS Page 431 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 6 A. Regulations Applicable: Including but not limited to those defined in Section 01110 - Summary of Work. 1. Nothing in the Contract Documents shall be construed to permit Work not conforming to applicable laws, ordinances, rules, or regulations. 2. Safety Agency Listing: All devices provided under the Work of this Section which are connected to the Project electrical system shall be listed by a Nationally Recognized Testing Laboratory, and shall be so labeled. 3. In each of the publications referred to herein, consider the advisory provisions to be mandatory, as though the word, "shall" had been substituted for "should" wherever it appears. Interpret references in these publications to the "authority having jurisdiction," or words of similar meaning, to mean the Owner's Representative. Equipment, materials, installation, and workmanship shall be in accordance with the mandatory and advisory provisions of NFPA 70 unless more stringent requirements are specified or indicated. 1.7 DELIVERY. STORAGE, AND HANDLING A. Procedures: 1. In accordance with Section 01600 - Product Requirements and as specified in the individual sections of Division 17. B. General 1. Provide protection from weather, moisture, extreme heat and cold, dirt, dust, and other contaminants for Telecommunications cabling and equipment placed in storage. 1.8 ENVIRONMENTAL REQUIREMENTS A. Connecting hardware shall be rated for operation under ambient conditions of 32 to 140 degrees F and in the range of 0 to 95 percent relative humidity, non-condensing. 1.9 SEQUENCING A. Comply with Section 01110 - Summary of Work, 01300 - Administrative Requirements, and the following: 1. Sequence. a. Within (10) days of issuance of the Notice to Proceed, Owner’s Representative will provide the Contractor copies of the Contract Drawings showing station outlets with final Owner assigned backbone cable and horizontal jack and cable ID numbers. b. Reproduceables, as applies: i.1 set of reproducible bond. ii.CAD files: 1 set c. Contractor shall use drawings provided in executing the work of the Project. 1.10 OPERATING AND MAINTENANCE DATA A. Commercial off the shelf manuals shall be furnished for operation, installation, configuration, and maintenance of products provided as a part of the Telecommunications cabling and pathway system. Page 432 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 7 1. Submit operations and maintenance data in accordance with Section 01770 - Closeout Procedures and as specified herein not later than 2 months prior to the date of beneficial occupancy. 1.11 PROJECT RECORD DOCUMENTS A. Comply with Section 01770 - Closeout Procedures, and the following: 1. Record Drawings a. CAD. i.Use a Computer Aided Drafting (CAD) system in the preparation of record drawings for this Project. CAD system shall produce files in AutoCAD® .DWG format, latest version at time of bid. b. Except where prohibited by Contract, Owner's Representative will furnish CAD backgrounds in AutoCAD® .DWG format, latest version at time of bid, for use by the Contractor in preparing Record Drawings. c. CD copy of Record Drawings: Provide 2 separate disc copies of each drawing file in the format noted above. Submit of CD-R disk. 1.12 WARRANTY SERVICE A. In addition to provisions of 01780 - Warranties, provide the following: 1. Response Time: Provide a qualified technician familiar with the work at the Project Site within 24 hours after receipt of a notice of malfunction. Provide the Owner's Representative with telephone number attended 8 hours a day, 5 days a week, to be called in the event of a malfunction. B. Provide all additional Warranties as defined in each Communication Systems Section. 1.13 ACCEPTANCE REVIEW AND TESTING PROCEDURES A. Complete all Work of this section. Submit Test Report. Submit review copies of Operating and Maintenance Manuals, less reduced set of Record Drawings. Notify the Owner's Representative in writing that the Work of these Sections is complete and fully complies with the Contract Documents. Request Acceptance Review and Testing. The Owner's Representative will conduct Verification of Submitted Test Data, and otherwise direct testing and adjustment of this Work. These procedures may be performed at any hour of the day or night as required by the Owner's Representative to comply with the project schedule and avoid conflict with residents. Provide all specified personnel and equipment at any time without claim for additional cost or time. B. Personnel: Provide services of the designated supervisor and additional technicians familiar with work of this section. Provide quantity of technicians as required to comply with project schedule. C. In Addition, provide: 1. All tools appropriate for performance of adjustment of and corrections to this Work. Include spare cable and connectors and specified tooling for application. 2. Ladders, scaffolding and/or lifts as required to access high devices. 3. All test equipment. Page 433 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 8 4. Complete set of latest stamped, actioned submittals of record for reference. 5. Complete set of manufacturer test reports. 6. Complete set of manufacturer's original operation, instruction and service manuals for each equipment item for reference. a. Demonstrate: Complete operation of all systems and equipment, including portable equipment. b. Adjust: As directed by the Owner's Representative. c. Correct: In timely manner, failure to comply with the Contract Documents, as reasonably determined by the Owner's Representative. D. Temporary Equipment: Provide and operate, without claim for additional cost or time, temporary equipment and/or systems to provide reasonably equivalent function, as determined by the Owner's Representative, in place of the Work of this section which is incomplete or found not in conformance with the Contract Documents as of ten (10) business days prior to the scheduled completion date. Provide such temporary equipment until Acceptance of the Work of this section. Thereafter, remove such temporary equipment. 1.14 CLOSEOUT A. Punch List: Perform any and all remedial work, at no claim for additional cost or time. Where required, re-test and re-submit certification test report(s). Notify the Owner's Representative of completion of Punch List. B. Portable Equipment: Furnish all portable equipment and spares to the Owner's Representative, along with complete documentation of the materials presented. Where applicable, furnish portable equipment in the original manufacturer's packing. C. Operating and Maintenance Data: Install framed operating and maintenance instructions. Submit manuals. D. Project Record Documents: Submit print and digital copies. Digital files shall be in CAD system shall produce files in AutoCAD®.DWG format, latest version at time of bid. E. Keys: If applicable, replace construction locks with permanent locks. Provide five (5) sets of keys to the Owner’s Representative. F. Training: Conduct specified training. G. Warranty: Submit Contractor and Manufacturer Warranties dated to run from date of Acceptance of the Work of this section. PART 2 PRODUCTS 2.1 GENERAL A. Where a particular material, device, piece of equipment or system is specified directly, the current manufacturer's specification for the same shall be considered to be a part of these specifications, as if completely contained herein in every detail. B. Each material, device or piece of equipment shall comply with all of the manufacturer's current published specifications for that item. C. Products shall be made by manufacturers regularly engaged in the production of such products. Page 434 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 9 D. Provide quantity as shown on Contract Drawings, or as otherwise indicated. E. Provide all auxiliary and incidental materials and equipment necessary for the operation and protection of the Work of this section as if specified in full herein. F. Unless recycled content is specified, provide new materials. G. Provide the manufacturer's latest design/model, permanently labeled with the manufacturer's name, model number and serial number. H. Where products are of similar type or use, provide products of the same manufacturer, unless otherwise indicated. I. Components: 1. UL or third party certified. Cabling and interconnecting hardware and components for Telecommunications systems shall be UL listed or third party independent testing laboratory certified, and shall comply with NFPA 70 and conform to the requirements specified herein. 2. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations, submit proof of such compliance. a. The label or listing by the specified organization will be acceptable evidence of compliance. b. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Owner's Representative. c. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard. J. Enclosures: 1. Provide steel frames and enclosures designed and wired to eliminate all induced currents. 2. Make bolted connections with self-locking devices. K. Finishes: Any item or component of the Work of this section which is visible shall comply with the following: 1. Finishes noted or scheduled on the Contract Drawings take precedence. 2. Where design location requires that products, materials or equipment are visible to the public, no manufacturer's logos larger than 1/2 inch shall be visible. Unless otherwise noted or directed, neatly remove or permanently paint out such logos. 3. Where finishes are not noted or otherwise defined in the Contract Documents, submit manufacturer's standard finish samples for selection by the Owner's Representative. PART 3 EXECUTION 3.1 EXAMINATION A.Examine existing conditions before starting work. Document conflicts in writing and submit to Owner’s Representative in a timely manner for resolution. 3.2 WIRING CLASSIFICATION AND RELATED Page 435 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 10 A. Audio Signal Wiring Classification: 1. Type A-1: Microphone level wiring less than -30 dBu, 20 Hz to 20 kHz. 2. Type A-2: Line level wiring -30 dBu to +24 dBu, 20 Hz to 20 kHz. 3. Type A-3: Loudspeaker level or circuit wiring greater than +24 dBu, from 20 Hz to 20 kHz. B. Video and Related Signal Wiring Classification: 1. Type V-1: Baseband and composite video wiring I volt peak-to-peak into 75 ohms, 0 to 10.0 MHz. 2. Type V-2: Synchronization and switching pulse wiring 4 volts peak-to-peak into 75 ohms, 15.62 to 15.75 kHz. 3. Type V-3: Color subcarrier wiring 0 to 4 volts peak-to-peak into 75 ohms, 3.57 to 4.43 MHz. 4. Type V-4: MATV system wiring 0.1 to 1000 microVolts peak-to-peak into 50 or 75 ohms, 47 to 890 MHz. C. Control Signal Wiring Classifications: 1. Type C-1: DC control wiring 0 to 50 volts. 2. Type C-2: Synchronous control or data wiring 0 to 40 volts, peak-to-peak. 3. Type C-3: AC control wiring 0 to 48 volts, 60 Hz. D. Additional Wiring Classifications: 1. Type M-1: DC power wiring 0 to 48 volts. 2. Type M-2: AC power wiring greater than 50 volts, 60 Hz. 3. Wiring Combinations. E. Except as indicated herein, conduit, wireways and cable bundles shall contain only wiring of a single classification. The following combinations are acceptable in conduit, or cable harnesses. Additional acceptable combinations may be indicated on the Drawings. 1. Types A-1, C-1, and M-1. 2. Types A-2, C-1, C-2, and M-1, runs less than 20 feet. 3. Types A-2, C-1, and M-1. 4. Types A-3, C-1, C-2, and M-1. 5. Types A-2, V-1, and V-3. 6. Types V-1, V-2, V-3, and C-1. 7. Types M-2 and C-3. 3.3 PREPARATION A. Prepare and sequence the work to minimize disruption to each room environment and existing communications systems. B. Protection: Cover all computers, electronic equipment, desks, chairs, furniture and other articles when working at ceiling level and/or performing dust producing tasks. 3.4 REPAIR AND RESTORATION A. Where working in spaces occupied by the Owner, return to their original positions any furniture or articles relocated to perform the work. 3.5 CLEANING A. Where working in spaces occupied by the Owner: 1. Immediately after completing work within each space, clean up and remove all materials, scrap and dust. Page 436 of 1527 City of San Luis Obispo Cabling Standards Section 17010 17010 – COMMON WORK RESULTS FOR COMMUNICATIONS Page 11 2. All scrap material in work area shall be picked up and removed from the building at the end of each day. See also Section 01770 - Closeout Procedures for additional requirements. 3. All dust resulting from work performed shall be vacuumed up daily. 4. All scrap material shall be removed from site and disposed of in an authorized disposal site. Refer to Section 01565 - Site Waste Management Program. END OF SECTION Page 437 of 1527 City of San Luis Obispo Cabling Standards Section 17026 17026 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS Page 1 SECTION 17026 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS PART 1 GENERAL 1.1 SCOPE OF WORK A. Section includes grounding and bonding of Communications Work, including but not limited to: 1. Communications Race 2. Cable Runway 3. Cable Shields 4. Protector Fields 5. Communications cabinets and enclosures. 1.2 RELATED WORK UNDER OTHER SECTIONS A. Section 07840 - Firestopping B. Section 16400 - Service and Distribution System C. Section 17010 - Common Work Results for Communications D. Section 17029 - Hangers and Supports for Communications Systems E. Section 17033 - Conduits and Backboxes for Communications Systems F. Section 17036 - Cable Trays for Communications Systems Communications Systems G. Section 17100 - Structured Cabling, Basic Materials and Methods H. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures I. Section 17119 - Communications Termination Blocks and Patch Panels J. Section 17123 - Communications Cable Management K. Section 17150 - Communications Horizontal Cabling 1.3 SYSTEM DESCRIPTION A. Provide telecommunications system grounding conductor as described herein and indicate on drawings. B. Except as otherwise indicated, the complete communications installation including the, metallic conduits and raceways, cable trays, boxes, cabinets and equipment shall be completely and effectively grounded in accordance with all code requirements, whether or not such connections are specifically shown or specified. C. Resistance: 1.Resistance from the farthest ground bus through the ground electrode to earth shall not exceed 5 Ohms or the requirements of ANSI-J-STD-607-A-2002, whichever is more restrictive. 1.4 REFERENCES A. American National Standards Institute (ANSI) 1. ANSI/TIAIEIA-606-A-2002 Administration Standard for Commercial Telecommunications Infrastructure 2. ANSI-J-STD-607-A-2002 Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications 3. Underwriters Laboratories (UL) 4. UL 467 (1993); R 2004 Grounding and Bonding Equipment 1.5 SUBMITTALS Page 438 of 1527 City of San Luis Obispo Cabling Standards Section 17026 17026 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS Page 2 A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 Common Work Results for Communications. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Equal products by the following manufacturers will be considered providing that all features of the specified product are provided: 1. Ground Rod: a. High strength high carbon steel, with electrolytically bonded jacket of copper on surface. b. UL spec. 467 c. ANSI C-33.8-10n. d. Manufacturer: i. Allied Bolt ii. Inwesco 12A60 iii. Blackburn iv. Cooper Power Systems v. Weaver. vi. Erico "Cadweld" Products, Inc. vii.ITT Blackburn. viii.Or equal. 2. Ground Wells: a. Christy Concrete Products, Inc. b. Forni Corp. c. Or equal. 3. Ground Bushings, Connectors, Jumpers and Bus: a. O-Z/Gedney. b. Thomas & Betts Corp. c. Or equal. 4. Compression Connector Lug a. Panduit b. B-Line SB-479 Series c. Thomas & Betts d.Or equal. 5.Telecommunications Ground Bus Bar a.CPI b.B-Line c.Panduit d.Or equal. 6.Bonding Ribbon: a.Annealed solid copper 3/8 inch wide x 1/16 inch thick, tin plated. b.Manufacturer: i.Inwesco 12A55 ii.Corning Cable Systems Page 439 of 1527 City of San Luis Obispo Cabling Standards Section 17026 17026 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS Page 3 iii. Preformed Line Products. iv.Or equal. 7.Bonding Ribbon Clamp: a.Soft lead b.1/16 inch thick c.Bolt hole for attachment d.Manufacturer: i.Inwesco 12A56 ii.Corning Cable Systems iii.Preformed Line Products. iv.Or equal. 8.Fargo Clamp: a.Cast copper, silver plated, furnished with copper bolt. b.RUS Listed c.Manufacturer: i.Allied Bolt ii.Inwesco 12A57 iii.Corning Cable Systems iv.or equal. 9.Ground Inserts: a.Cast Bronze w 1/4 Copper Rod. b.Provide minimum one each maintenance hole or vault. c.Manufacturer: i.Inwesco 12H69 ii.Or equal by vault or manhole manufacturer. iii.Or equal. 2.2 GROUND CONDUCTORS A. General purpose insulated: UL listed and code sized copper conductor, with dual rated THHN/THWN insulation, color identified green. Where continuous colorcoded conductors are not commercially available, provide a minimum 4" long color band with green, non-aging, plastic tape in accordance with NEC. B.Bonding pigtails: Insulated copper conductor, identified green, sized per code, and provided with termination screw or lug. Provide solid conductors for #10 A WG or smaller and stranded conductors for #8 A WG or larger. 2.3 COMPRESSION CONNECTOR LUG A. Description 1. Connector lug with compression connection to conductor. 2. Copper alloy body. 3. Provide lug size to match conductor being terminated. 4. Provide 2 hole pattern lugs. 5.Provide each lug with silicon bronze hardware, including 2 bolts, 2 split lock washers and 2 nuts. 2.4 INSULATED GROUNDING BUSHINGS A.Plated malleable iron or steel body with 150 degree Centigrade molded plastic insulating throat and lay-in grounding lug. Page 440 of 1527 City of San Luis Obispo Cabling Standards Section 17026 17026 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS Page 4 2.5 CONNECTIONS TO PIPE A. For cable to pipe: UL listed bolted connection complying with CEC requirements. 2.6 CONNECTIONS TO STRUCTURAL STEEL, GROUND RODS, OR SPLICES A. Where required by the Drawings or Specifications, grounding conductors shall be spliced together, connected to ground rods or connected to structural steel using exothermic welds or high pressure compression type connectors. 1. Exothermic welds shall be used for cable-to-cable and cable-to-ground rod and for cable to structural steel surfaces. Exothermic weld kits shall be as manufactured by Cadweld, Thermoweld or equal. Each particular type of weld shall use a kit unique to that type of weld. 2. High-pressure compression type connectors shall be used for cable-to-cable and cable-to-ground rod connections. Connections shall be as manufactured by Thomas &Betts #53000 series, Burndy "Hy-Ground" or equal. 2.7 EXTRA FLEXIBLE, FLAT BONDING JUMPERS A. Where required by the drawing or specified herein. PART 3 EXECUTION 3.1 GENERAL A. Provide Grounding and Bonding according to the most restrictive requirements of: 1. ANSI-J-STD-607-A. 2. California Electrical Code Article 250 and references therein. 3. California Electrical Code Article 800. B. In the event of conflicting requirements, National Electrical Code requirements shall prevail. C. Point of Connection 1. Under Work of this Section, make connections to Communications Ground Busbars provided under Work of Section 16061 Grounding. 2. Mechanical Connections D. Make connections bare metal to bare metal. 1. Where required, remove paint to bare metal, make grounding or bonding connection, and touch up paint. 2. Torque threaded fasteners to manufacturer's recommended values. E. Compression Connections 1. Make compression connections with the lug or fitting manufacturer's recommended tooling, with the tooling set to the recommended force and stroke. F. Communications Raceways and Sleeves 1. Bond metallic raceway and sleeves to the Communications Ground Busbar at the Communications Room that serves the related Communications Receptacle. 2. Where a metallic raceway connects 2 or more Communications Rooms, bond to the Communications Ground Busbar at each. G. Cable Tray and Cable Runway Page 441 of 1527 City of San Luis Obispo Cabling Standards Section 17026 17026 – GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS Page 5 1. Coordinate with the Work of Section 17033 - Communications Raceways, Boxes and Fittings, paragraph Cable Runway. 2. Provide manufacturer's bonding clips, plates or jumpers as required to comply with the UL Classified conditions for use as an equipment grounding conductor. 3. Bond the Cable Runway to the Communications Ground Busbar at the Communications Room served. H. Cable Shields 1. Comply with California Electrical Code Article 800. I. Protector Fields 1. Comply with California Electrical Code Article 800. J. Communications cabinets and enclosures 1. Bond to the Communications Ground Busbar at the Communications Room. K. Emergency/Information Telephone enclosures 1. Bond as detailed on Communications Drawings. L. Communications Broadband Systems 1. Comply with California Electrical Code Article 820. 2. Ground Broadband passives as shown on Communications Drawings. 3.2 LABELING A. Provide labeling according to the requirements of: 1.ANSI/TIA/EIA-606-A. 2.Section 17053 Identification for Communications Systems. END OF SECTION Page 442 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 1 SECTION 1702 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS PART 1 GENERAL 1.1 SCOPE OF WORK A.The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the provision of communications supports and cable hook system as described in this specification, including but not limited to: 1.Strut Supports 2.Cable Hooks (J-Hooks) 3.Beam Clamps 4.Concrete Fasteners 5.Touch-Up Materials 6.Conduit Supports 7.Equipment Supports 8.Fastening Hardware B.Related work: Consult all other Sections, determine the extent and character of related work and properly coordinate work specified herein with that specified elsewhere to produce a complete installation. 1.Section 03300 - Cast-in-place Concrete. Concrete equipment pads. 2.Division 5: Metals. Hangers for electrical equipment. 3.Section 09260 - Gypsum Board Assemblies, Section 09510 - Acoustical Ceilings, Section 09512 - Manufactured Wood Ceilings, and Section 09520- Textile Ceiling System. Slack Fixture support wires. 4.Section 17010 - Common Work Results for Communications 5.Section 17026 - Grounding and Bonding for Communications Systems 6.Section 17033 - Conduits and Backboxes for Communications Systems 7.Section 17036 - Cable Trays for Communications Systems 8.Section 17053 - Identification for Communications Systems 9.Section 17100 - Structured Cabling, Basic Materials and Methods 10.Section 17116 - Communications Cabinets, Racks, Frames and Enclosures 11.Section 17123 - Communications Cable Management 12.Section 17150 - Communications Horizontal Cabling 1.2 SYSTEM DESCRIPTION A.Provide devices specified in this Section and related Sections for support of communications equipment specified for this Project. B.Provide support systems that are adequate for the weight of equipment, conduit and wiring to be supported. 1.3 REFERENCES A.American Society For Testing and Materials (ASTM) Page 443 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 2 1.ASTM AI23/AI23M-02 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 2.ASTM AI53/AI53M-04 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 3.ASTM B633-98el Specification for Electro-deposited Coatings of Zinc on Iron and Steel. 4.ASTM A653/A653M-04a Standard Specification for Steel Sheet, ZincCoated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the HotDip Process. B.American National Standards Institute (ANSI) 1.ANSI/TIA/EIA-568-B.l-2001, Commercial Building Telecommunications Cabling Standard – Part l: General Requirement. 2.ANSI/TIA/EIA-568-B.2-2001, Commercial Building Telecommunications Cabling Standard – Part 2: Balanced Twisted Pair Cabling Components. 3.ANSI/TIA/EIA-568-B.3;-2000, Optical Fiber Cabling Components Standard. 4.ANSI/ TIA/ EIA 569-B-2003, Commercial Building Standard for Telecommunications Pathways and Spaces. C.National Fire Protection Association 1.NFPA 70, National Electrical Code 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 UALITY ASSURANCE A.All materials, equipment and parts comprising the units specified herein shall be new and unused, and of current manufacturer. B.Cable hooks shall be listed and labeled by Underwriters Laboratories (UL) as required. C.Cable hooks shall have the manufacturers name and part number stamped in the part itself for identification. PART 2 PRODUCTS 2.1 SUPPORTING DE ICES A. General 1. Supports to be sized to suit load and selected to match mounting conditions. B. Manufacturers 2. Equal products by the following manufacturers will be considered providing that all features of the specified product are provided: a. Concrete fasteners: i. Phillips Red-Head ii. Remington iii. Ramset iv. Hilti v. Simpson Strong-Tie vi. Or Equal Page 444 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 3 b. Concrete inserts and construction channel: i. Unistrut Corp. ii. GS Metals Globe Strut iii. Thomas & Betts Kindorf Corp. iv. Or Equal c. Conduit Straps: i. O-Z/Gedney ii. Erico Caddy Fastening Products iii. Thomas & Betts Kindorf Corp. iv. Or Equal d. Beam Clamps i. Cooper B-Line ii. SuperStrut iii. Unistrut iv. Or Equal e. Aircraft Cable Sway Braces i. Mason Industries ii. M.W. Sausse/ ibrex iii. Loos & Company, Inc. iv. Or Equal C. Concrete Fasteners 1. Provide expansion- type concrete anchors. 2. Provide powder driven concrete fasteners with washers. Obtain approval from Owner's Representative prior to use. D. Concrete Inserts 1. Provide pressed galvanized steel, concrete spot insert, with oval slot capable of accepting square or rectangular support nuts of inch to inch diameter thread for rod support. E. Aircraft cable sway braces 1.Steel rope sized to meet load. F. Construction Channel 1. Construction: a.1-5/8 square galvanized channel formed from U.S.S.G No. 12 or 0.109 inch cold formed steel with 17/32-inch diameter bolt holes, and 1-1/2 on center in the base of the channel. b.10 foot sections. 2.All supporting materials by same manufacturer. G. Beam Clamps 1. Malleable iron electro-galvanized steel beam clamps selected to match building structural steel members. H. Conduit Straps 1. One hole strap, steel or malleable iron, with malleable iron clamp-back spacer for surface mounted wall and ceiling applications. a.Use malleable strap with spacers for exterior and wet locations. b.Use steel strap without spacers for interior locations. Page 445 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 4 2. Steel channel conduit strap for support from construction channel. 3. Steel conduit hanger for pendant support with threaded rod. 4. Steel wire conduit support strap for support from independent #12 gauge hanger wires. I. Threaded rods, couplings, screws, and nuts: 1. Electrolytically coated with zinc, 2 oz. zinc per square foot of surface, ASTM A123 or A153. J. Miscellaneous Parts 1. Hot dipped galvanized after fabrication; after cutting, de-burring and hole drilling. Coated with zinc, 2 oz. zinc per square foot of surface, ASTM Al23 or A153. K. Paint/Tape for Touch-up: 1. Zinc: CRC "Zinc-It", Glyptal, Enterprise Galvanizing "Galambra", or equal. 2.2 CABLE HANGERS A. Ceiling Hung J-Hooks 1. Drawing Reference(s): a. WMJ b. ACJ 2. Features/Functions/Construction a. Specifically intended to carry the load of up to 50 communications cables without applying excess forces to cables at bottom of bundle. b. Integral broad bottom edge to spread cable load with flat bottom and provide a minimum of 1-5/8 cable bearing surface. c. Integral hanger rod attachment hardware at top. d. Load rated for application. e. Incorporates smooth 90-degree radiused edges to prevent snagging cable jackets on installation. f. Designed so the mounting hardware is recessed to prevent cable damage. g. Integral mechanical cable latch retainer to provide containment of cables within the hook. The retainer shall be removable and reusable. h. Suitable for direct attachment to walls, hanger rods, beam flanges, purlins, strut, floor posts, etc. to meet job conditions. i. Multi-tiered cable hooks to be used where required to provide separate cabling compartments, or where additional capacity is needed. j. Finishes: i. Cable hooks for non-corrosive areas shall be pre-galvanized steel, ASTM A653. Where additional strength is required, cable hooks shall be spring steel with a zinc-plated finish, ASTM B633, SC3. ii. Cable hooks for corrosive areas shall be stainless steel, AISI Type 304. 3. Manufacturer a. Cooper B-Line series BCH21, BCH32, BCH64 Page 446 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 5 b. Erico/Caddy CableCat c. Or Equal PART 3 EXECUTION 3.1 GENERAL A. The Owner's Representative reserves the right to request additional supports where in their sole opinion said supports are required. Any additional supports shall be installed at no additional cost to the Owner. 3.2 EXAMINATION A. Thoroughly examine site conditions for acceptance of supporting device installation to verify conformance with manufacturer and specification tolerances. Do not commence with installation until all conditions are made satisfactory. 3.3 PREPARATION A. Coordinate size, shape and location of concrete pads required for equipment installation with Base Building General Contractor Coordinate size, shape and location of concrete pads required for equipment installation with Base Building General Contractor. B. Layout support devices to maintain headroom, neat mechanical appearance and to support the equipment loads. C. Where shown on the Drawings or Specifications, install freestanding communications equipment on concrete pads. 3.4 INSTALLATION A. Furnish and install supporting devices as noted throughout the Communications Systems work. B. Communications device and conduit supports shall be independent of all other system supports that are not structural elements of the building, unless otherwise noted. C. Fasten hanger rods, conduit clamps, outlet and junction boxes to building structure using pre-cast inserts, expansion anchors, preset inserts or beam clamps. D. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster or gypsum board partitions and walls. E. Use expansion anchors or preset inserts in solid masonry walls. F. Use self-drilling anchors, expansion anchor, or preset inserts on concrete surfaces. G. Use sheet metal screws in sheet metal studs and wood screws in wood construction. H. Do not fasten supports to piping, ductwork, mechanical equipment, conduit, or acoustical ceiling suspension wires. I. Do not drill structural steel members unless first approved in writing by the Owner's Representative. J. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under all nuts. K. Install surface-mounted cabinets with minimum of four anchors. Provide additional support backing in stud walls prior to sheet rocking as required to adequately support cabinets and panels. Page 447 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 6 L. Bridge studs top and bottom with channels to support flush mounted cabinets and panelboards in stud walls. 3.5 ERECTION OF METAL SUPPORTS A. Cut, fit, and place miscellaneous metal fabrications accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. B. Field Welding: Comply with AWS "Structural Welding Code." 3.6 WOOD SUPPORTS A.Cut, fit, and place wood grounds, nailers, blocking, and anchorage accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. 3.7 ANCHORAGE A. As part of the equipment submittals, cot' all provide anchorage calculations for floor and wall mounted communications equipment so that it shall remain attached to the mounting surface after experiencing forces in conformance with CCR, Title 24, Table 23P, Part II and with Section 2312 "Earthquake Regulations" of the "Uniform Building Code" for Seismic Zone 4 Area, Importance Factor of 1.25. Structural Calculations shall be prepared and signed by a California Registered Structural Engineer. Specify proof loads for drilled-in anchors, if used. 1. The contractor shall recommend the method of anchoring the equipment to the mounting surface and shall provide the Contractor with the assembly dimensions, weights and approximate centers of gravity. 2. All floor mounted, free standing electrical equipment such as racks and cabinets, etc. shall be securely fastened to the floor structure. 3. DISTRIBUTION PATHWAY IA CEILING HUNG CABLE HOOKS J HOOKS A. oid, Plenum or Suspended Ceiling Exposed Cable Installation. Where drawings specifically show or permit use of exposed cable installation in voids, conform to the most restrictive requirements of Code TIA-569-B and this Section. B. Provide support for all cabling. Do not place or attach direct grid, concealed spline grid, flexible or rigid ductwork, H AC registers, sprinkler piping or fixtures, light fixtures or building structure. Conform to the California Electric Code. C. Placement: 1. All pathways created by ceiling hung cable hooks shall be reviewed by The Owner s Representative prior to installation. 2. Ceiling hung cable hooks and cabling supported by same shall not obscure access to access doors, hatches, air dampers, valves, filter sections, A boxes, cable trays, junction boxes, pull boxes or similar areas of access required by other trades. 3. All ceiling hung cable hooks shall be mounted close enough together such that upon completion of the station cable installation a minimum amount of cable droop occurs between adjacent rings. The distance between supporting rings shall not exceed 48 in wood frame construction, 60 in concrete construction, or as required by the current edition of TIA-569-B. 4. Refer to the separation requirements listed in Section 17150 - Communications Horizontal Cabling for minimum distances from electrical power and other electro-magnetic sources. Page 448 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1702 17029 – HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS Page 7 D. Follow manufacturer's recommendations for allowable fill capacity for each size of cable hook. 1. Cable hooks shall be capable of supporting a minimum of 30 pounds with a safety factor of 3. 2. Spring steel cable hooks shall be capable of supporting a minimum of 100 pounds with a safety factor of 3 where extra strength is required. 3. Where aggregate cable bundle supported by ceiling hung cable hooks exceeds either the rated cable or weight load limit of the ceiling hung cable hook system, provide ceiling basket tray - Type CTW - as specified in Section 17036 Cable Trays for Communications Systems. END OF SECTION Page 449 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 1 SECTION 17033 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS PART 1 GENERAL 1.1 SCOPE OF WORK A.Provide telecommunications pathways in accordance with EIA TIA/EIA-569-B, as specified in this Section and as shown on the plans. Provide system furniture pathways in accordance with UL 1286. Provision of all low voltage Communications Systems Pathway and Electronic Security and Safety System Pathway, including: 1.Rigid steel conduit and fittings. 2.P C insulated rigid steel conduit and fittings 3.Intermediate metal conduit and fittings 4.Electrical metallic tubing and fittings. 5.Flexible metallic conduit and fittings. 6.Liquidtight flexible metallic conduit and fittings. 7.Miscellaneous conduit fittings and products. 8.Junction Boxes 9.Floor Boxes 10.Hinged cover enclosures. 11.Pullboxes and Terminal Cabinets. B.At Hazardous Occupancies, installation conforms to the requirements of California Electric Code for Class and Division rating of spaces. 1.2 RELATED WORK IN OTHER SECTIONS A.Related work: Consult all other Sections, determine the extent and character of related work and properly coordinate work specified herein with that specified elsewhere to produce a complete installation 1.Section 01730 - Cutting and Patching. 2.Section 07600 - Flashing and Sheet Metal. 3.Section 09900 - Paints and Coatings. Exposed conduit and other devices. 4.Section 17010 - Common Work Results for Communications. 5.Section 17026 - Grounding and Bonding for Communications Systems. 6.Section 17029 - Hangers and Supports for Communications Systems. 7.Section 17036 - Cable Trays for Communications Systems. 8.Section 17100 - Structured Cabling, Basic Materials and Methods. 9.Section 17150 - Communications Horizontal Cabling. 1.3 REFERENCES A.Usage: In accordance with Section 01110 - Summary of Work. 1.American National Standards Institute (ANSI). a.ANSI C80.l 1994 Rigid Steel Conduit - Zinc Coated. b.ANSI C80.3 1991 Electrical Metallic Tubing - Zinc Coated. 2.National Electrical Manufacturers Association (NEMA). a.NEMA 250-2003 Enclosures for Electrical Equipment (1000 olts Maximum). Page 450 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 2 b.NEMA FB 1 (ANSIINEMA FB 1-2003) Fittings, Cast Metal Boxes and Conduit Bodies for Conduit, Electrical Metallic Tubing, and Cable. c.FB 2.10 2000 Selection and Installation Guidelines For Fittings For Use With Non-Flexible Metallic Conduit Or Tubing (Rigid Metal Conduit, Intermediate Metal Conduit, And Electrical Metallic Tubing). d.FB 2.20 2000 Selection and Installation Guidelines for Fittings for use with Flexible Electrical Conduit and Cable. e.NEMA ICS 6 1988 (Rev. 1) Enclosures for Industrial Control and Systems. f.NEMA OS 3-2002 Selection and Installation Guidelines for Electrical Outlet Boxes. g.NEMA RN 1-1998 Polyvinyl Chloride (P C) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit. h.NEMA TC 7 2000 Smooth Wall Coilable Polyethylene Electrical Plastic Duct. i.NEMA TC 13 2000 Electrical Nonmetallic Tubing (ENT). j.NEMA TC 14 1984(R 1986) Filament-Wound Reinforced Thermosetting Resin Conduit and Fittings. 3.Underwriters Laboratories, Inc. (UL). a.UL 1 2000 Flexible Metal Conduit. b.UL 6 2004 Electrical Rigid Metal Conduit – Steel. c.UL 50 (1995; R 1999, Bul. 2001) Enclosures for Electrical Equipment. d.UL 360 1986 (Bul. 1991) (R 1993) Liquid-Tight Flexible Steel Conduit. e.UL 514A 1991 (R 2004) Metallic Outlet Boxes. f.UL 514B 1989 (R 2004) Conduit, Tubing and Cable Fittings. g.UL 514C 1996 (R 2000) Nonmetallic Outlet Boxes, Flush- Device Boxes, and Covers. h.UL 651 1989 (R 1989) (Bul. 1993) Schedule 40 and 80 Rigid P C Conduit. i.UL 797 1993 (R 2004) Electrical Metallic Tubing – Steel. j.UL 1242 1983 (R1993) (Bul. 1993) Intermediate Metal Conduit. k.UL 1286(1999; R 2001, Bul. 2002) Office Furnishings. l.UL 1479 Fire Tests of Through Penetration Firestops. m.UL Fire Resistance Directories. 1.4 SUBMITTALS A.Conform to the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 UALITY ASSURANCE Page 451 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 3 A.All materials, equipment and parts comprising the units specified herein shall be new and unused, and of current manufacturer. B.Only products and applications listed in this Section may be used on the project unless otherwise submitted and approved by the Owner's Representative. PART 2 PRODUCTS 2.1 GENERAL A.Provide the following types of conduit systems listed by their commonly used generic name. 2.2 RACEWAY A. Manufacturers: 1. Raceway: a. Allied Tube and Conduit Co. b. Triangle PWC, Inc. c. Western Tube and Conduit Corp. d. Spring City Electrical Manufacturing Co. e. Occidental Coating Co. (OCAL). f. Alflex Corp. g. American Flexible Metal Conduit Co. h. Anaconda. i. Or equal. 2. Fittings: a. Appleton Electric Co. b. OZ/Gedney. c. Thomas & Betts Corp. d. Spring City Electrical Manufacturing Co. e. Occidental Coating Co. (OCAL). f. Carlon. g. Or equal. B. Rigid Steel Conduit. 1. Drawing and Spec Reference: RSC. 2. Construction: a. Conduit: Full weight, threaded, hot-dip galvanized steel, conforming to ANSI C80.1 and UL 6. b. Standard threaded couplings, locknuts, bushings, and elbows: Only materials of steel or malleable iron are acceptable. Locknuts shall be bonding type with sharp edges for digging into the metal wall of an enclosure. c. Three piece couplings: Electroplated, cast malleable iron. d. Insulating bushings: Threaded polypropylene or thermosetting phenolic rated 150 degree C minimum. e. Insulated grounding bushings: Threaded cast malleable iron body with insulated throat and steel "lay-in" ground lug with compression screw. Page 452 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 4 f. Insulated metallic bushings: Threaded cast malleable iron body with plastic insulated throat rated 150 degrees C. g. All fittings and connectors shall be threaded. C. Coated Rigid Steel Conduit: 1. Drawing and Spec Reference: CRSC. 2. Conduit: Full weight, threaded, hot-dip galvanized steel, conforming to ANSI C80.l and NEMA RN-l with nominal 40 mil thermoplastic vinyl coating, heat fused and bonded to the exterior of the conduit. 3. Fittings: a. Conduit couplings and connectors shall be as specified for galvanized rigid steel conduit and shall be factory P C coated with an insulating jacket equivalent to that of the coated material. b. Fittings over-sleeve to extend 1 conduit diameter or 1-1/2" beyond fitting, whichever is less. 4. Performance: a. Tensile Strength: 3500 psi. 5. Approvals: a. NEMA RNI (Type 40 - 40 mils thick). b. CalTrans Type 2 6. Manufacturers: a. Plastibond by RobRoy Industries. b. Occal-40 by Occidental Coating Company. c. KorKap by Plastic Applicators. d. Ocal-Blue. e. Or equal. D. Intermediate Metal Conduit. 1. Drawing Reference: IMC. 2. Conduit: Hot dip galvanized steel meeting the requirements of CEC Article 345 and conforming to ANSI C80.6 and UL 1242. 3. Fittings: Conduit couplings, connector and bushing shall be as specified for galvanized rigid steel conduit. Integral retractable type IMC couplings are also acceptable. E. Electrical Metallic Tubing. 1. Drawing and Spec Reference: EMT. 2. Conduit: Shall be formed of cold rolled strip steel, electrical resistance welded continuously along the longitudinal seam and hot dip galvanized after fabrication. Conduit shall conform to ANSI C80.3 specifications and shall meet UL classifications. 3. Set screw type couplings: Electroplated, steel or cast malleable iron, UL listed concrete tight. Use set screw type couplings with four setscrews each of conduit sizes over 2 inches. Setscrews shall be of case hardened steel with hex head and cup point to firmly seat in wall of conduit for positive grounding. Page 453 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 5 4. Set screw type connectors: Electroplated steel or cast malleable iron UL listed concrete tight with male hub and insulated plastic throat, 150 degree C temperature rated. Setscrew shall be same as for couplings. 5. Raintight couplings: Electroplate steel or cast malleable iron; UL listed raintight and concrete tight, using gland and ring compression type construction. 6. Raintight connectors: Electroplated steel or cast malleable iron, UL listed raintight and concrete tight, with insulated throat, using gland and ring compression type construction. F. Flexible Conduit: 1. Drawing Reference: FLE 2. Construction: a. Flexible steel, zinc coated on both inside and outside by hot-dipping process. b. Interlocking spirally wound continuous steel strip. c. 3/4" minimum size. 3. Fittings: Connectors shall be of the single screw clamp variety with steel or cast malleable iron bodies and threaded male hubs with insulated throats. Exception: Pressure cast screw-in connectors shall be acceptable for fixture connection in suspended ceilings and cut-in outlet boxes within existing furred walls. 4. Approvals: a. UL 1 G. Liquidtight Flexible Metallic Conduit: 1. Drawing Reference: Liquidtight 2. Conduit: Shall be fabricated in continuous lengths from galvanized steel strips, interlocking spirally wound, covered with extruded liquidtightjacket of polyvinyl chloride (P C) and conforming to UL 360. Provide conduit with a continuous copper-bonding conductor wound spirally between the convolutions. 3. Fittings: Connector body and gland nut shall be of cadmium plated steel or cast malleable iron, with tapered, male, threaded hub; insulated throat and neoprene "0" ring gasket recessed into the face of the stop nut. The clamping gland shall be of molded nylon with an integral brass push-in ferrule. 2.3 MISCELLANEOUS CONDUIT FITTINGS AND PRODUCTS A. General 1. UL 514B. 2.Listed in UL Electrical Construction Materials List. B.Conduit Fittings, Insulated Throat Grounding Bushings 1. Description a. Threaded for Rigid Steel Conduit and Intermediate Metal Conduit. b. UL Listed for use with copper conductors. c. Thermoplastic insulated liner for 105 degrees Celsius. d. Body of malleable iron, zinc plated; or die cast zinc. 2. Manufacturer Page 454 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 6 a. Thomas & Betts (Steel City) BG-801 Series b. O-Z/Gedney c. Or equal. C.Watertight conduit entrance seals: Steel or cast malleable iron bodies and pressure clamps with P C sleeve, neoprene sealing grommets and P C coated steel pressure rings. Fittings shall be supplied with neoprene sealing rings between the body and P C sleeve. D.Watertight cable sealing bushings: One piece, compression molded sealing ring with P C coated steel pressure disks, stainless steel sealing screws and zinc plated cast malleable iron locking collar. E.Expansion fittings: Multi-piece unit comprised of a hot dip galvanized malleable iron or steel body and outside pressure bussing designed to allow a maximum of 4" conduit movement (2" in either direction). Furnish with external braid tinned copper bonding jumper. Unit shall be UL listed for wet or dry locations. F.Expansion/deflection couplings: Multi-piece unit comprised of a neoprene sleeve with internal flexible tinned copper braid attached to bronze end couplings with stainless steel bands. Coupling shall accommodate .75- inch deflection, expansion, or contraction in any direction, and allow 30-degree angular deflections. Flexible, corrosion-resistant, watertight, moisture and heat resistant molded rubber jacket and stainless steel jacket clamps. Unit shall comply with UL467 and UL514. 1. Manufacturer: a. OZ/Gedney Type D b. Steel City Type EDF c. Or equal. G.Fire rated penetration seals: 1. UL classified. 2. Conduit penetrations in fire rated separation shall be sealed with a UL classified assembly consisting of fill, void or cavity materials. 3. The fire rated sealant material shall be the product best suited for each type of penetration, and may be a caulk, putty, composite sheet or wrap/strip. 4. Penetrations of rated floors shall be sealed with an assembly having both F and T ratings at least equal to rating of the floor. 5. Penetrations of rated walls shall be sealed with an assembly having an F rating at least equal to the rating of the wall. H.Standard products not herein specified: 1. Submit for review a listing of standard electrical conduit hardware and fittings not herein specified prior to use or installation, i.e. locknuts, bushings, etc. 2. Listing shall include manufacturers name, part numbers, and a written description of the item indicating type of material and construction. 3. Miscellaneous components shall be equal in quality, material, and construction to similar items herein specified. I.Hazardous area fittings: UL listed for the application. 2.4 JUNCTION AND DE ICE BOXES A. Junction and Device Boxes Page 455 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 7 1. Drawing References: As shown on Symbol Schedule 2. Construction: a. Concealed/Flush Mounted: b. One or two piece welded knockout boxes. c. UL 514A, cadmium or zinc-coated 1.25 oz/sq. ft., if ferrous metal. d. Pressed sheet steel, for indoor locations. e. UL 514C approved if non-metallic. f. At hollow masonry, tile walls and plaster walls, provide with device rings as required. g. Surface mounted: i. Exterior – Conform to the Junction and/or PullBox construction scheduled on the Plans. Where construction not otherwise scheduled or noted on the plans, conform to the following: (1) Cast iron or aluminum with threaded hubs and mounting lugs. (2) Gasketed cover with spring lid. ii. Concrete floor embedded: (1) Cast iron concrete pour boxes with screwed brass cover, unless otherwise noted. (2) Cadmium plated screw cover attachment at least 6 on center. h. If size not otherwise noted, at least 4S (4" square) by 2-1/8" deep, or Code minimum size, whichever is larger. i. Wherever 4S is indicated, contractor may at their option substitute 4-11/16" square boxes while maintaining the minimum depth required by these specifications and the drawings. i.Provide complete with approved type of connectors and required accessories, including attachment lugs or hangers. Provide raised device covers as required to accept scheduled device. 3.Approvals. a. UL 514A 4.Manufacturers: a. Interior: i. Steel City. ii. Bowers. iii. Or equal. b. Exterior, exposed with cover of same construction. i. Appleton ii. Pyle-National iii. Or equal. c. Other conditions: i. Any meeting approvals and requirements. B. Locking Wall Boxes Page 456 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 8 2. Drawing References: L WB3, L WB4. 3. Features/Functions/Construction. a. Locking hinged steel cover. b. Accepts 3 or 4 gang plate inserts. c. 2-1/8" minimum depth behind plate insert. d. Protects contents from tampering when closed. e. Lid incorporates push-to-open retention latch. f. Lid folds down 180 degrees, out of way during use. g. Size. i. LWB3: NEMA 3 gang capacity. ii. LWB4: NEMA 4 gang capacity. h. Finish: i. Submit White or Prime options for selection by the Architect. 4. Manufacturers a. FSR Inc. i. LWB3: WB-3G with 3 gang Bowers backbox. ii. L WB4: WB-4G with 4 gang Bowers backbox. b. Custom by C.W. Cole. c. Or equal. 2.5 CABINETS AND ENCLOSURES A. Terminal Cabinets. 1. Drawing Reference: As Scheduled. 2. Construction: a. Zinc Coated Sheet Steel, code gauge with standard concentric knockouts for conduit terminations. b. Interior dimensions not less than those scheduled. c. Finish: Manufacturer's standard gray baked enamel finish. d. Covers: Trim fitted, continuous hinged steel door, flush catch- lockable and keyed to match. Screw fastened doors not acceptable. i. Door face to be not less than 95 of panel interior dimensions. e. Provide with 3/4"fire retardant treated ply backboard. 3. Mounting: a. Flush cabinets shall be furnished with concealed trim clamps and shall be not less than 4 inches deep. b. Surface cabinets shall be furnished with screw cover trim, flush hinged door and shall not be less than 6 inches deep. c. Interior Applications: i. NEMA 250 Type 1, unless otherwise noted. Refer to plans and schedules. d. Exterior Applications: i. NEMA 250 Type - As Scheduled, not less than NEMA 3R. 4. Manufacturers: a. B-Line Electrical Enclosures. Page 457 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 9 b. Circle AW Products. c. Hammond. d. Henessey. e. Hoffman. f. Myers Electric Products. g. Rittal. h. Or equal. 2.6 FLOOR BOXES, POKE THROUGHS AND MONUMENTS A. Floor Box High Capacity, 3 Compartment A. Plan Reference: FC4, FW4, FR4 2. Features a. UL Listed b. Box i.Size at least 10 inches by 12 inches by 6 inches deep. ii.Three compartments, with voltage barriers, with standard electrical plate mounting brackets for at least: (1) One single gang. (2) One 2 gang. (3) One 4 gang. c. Knockouts concentric, combination 1 inch and 1.25 inch. d. Cover for carpet finish. e. Cover size approximately 10.5 inches by 12.5 inches. f. At least 11 gage steel. g. Carpet flange of mitered brass or aluminum edging. i.Option of brass or aluminum to be selected by the Architect. ii.Option of 0.25 inch or 0.5 inch flange height to be selected by the Contracting Officer. h. Within cover, provide a lift-off, full-access door, open area approximately 6.5 inches by 8 inches. i. Within the lift-off, full-access door, provide a hinged, fold-back cable exit port. j. Open area approximately 2 inches by 2 inches. k. Flush in closed position. 3. Applications: a. FC4: Concrete floor systems. Provide "pour pan" protection at slab on grade conditions. b. FR4: Raised Floor Conditions. c. FW4: Wooden Floor Conditions. 4. Approvals: a. UL 514A scrub water. 5. Manufacturers: a. FSR Inc. i.FC4: FL-500P-(cover flange code)-4. Supply larger boxes where scheduled and indicated plates and jacks require it. Page 458 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 10 Provide manufacturer's "Pour Pan" FL-GRD2 or FL-GRD4 to protect from moisture at installations at grade level. ii.FW4, FR4: FL-540P-(cover flange code)-4. Supply larger boxes where scheduled and indicated plates and jacks require it. b. RCI Systems, Inc. i.FC4: FB-2600. Supply larger boxes where scheduled and indicated plates and jacks require it. Provide manufacturer's "Pour Pan" to protect from moisture at installations at grade level. c. Wiremold/Walker RFB-ll. d. Or equal. B. Electrified Furniture Monuments. 1. Plan Reference:EFM 2. Construction: a. Above slab box construction. i. Die-cast aluminum with satin finish. ii. Four-piece assembly consisting of base plate, three-sided housing, and removable faceplates. iii. Equipped with faceplate that accepts modular jacks specified in Section 17150. b. Manufacturers: i. Wiremold 525RT ii. Or equal. 2.7 TABLETOP BOXES A. Presenter Desk Network Interface. 1. Drawing Reference: PDN. 2. Construction/Features/Function. a. Steel Enclosure with flip-up lid - refer to detail on plans. b. Installs flush in Presenter Desktop or Conference Table. 3. Approvals a. UL Spill Rating 4. Accommodates Keystone standard network jack. 5. Convenience power receptacle. 6.Manufacturer: a. Mockett PCSS. b. Wiremold. c.Or equal. PART 3 EXECUTION 3.1 CONDUIT APPLICATION A. General: Install the following types of conduits and fittings in the locations listed, unless otherwise noted in the drawings: 1. Exterior, Exposed: Page 459 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 11 a. Type RSC for applications up to 8 feet AFF or to first pull box, whichever is first, applications subject to physical abuse or for applications greater than 4" diameter. b. EMT acceptable in all other applications not noted above up to 4", where used in conjunction with specified Raintight (compression) couplers. 2. Interior, Exposed, Wet and Damp Locations: a. Type RSC. b. At interior locations over 8 feet above finished floor, EMT acceptable. 3. Interior, Hazardous Locations. a. Type RSC b. Type IMC, where permitted by the CEC. 4. Interior, exposed or concealed, dry locations: a. RSC, if subject to physical abuse. b. EMT, if not subject to physical abuse. 5. Interior, concealed, damp locations, including in masonry walls. a. RSC 6. Embedded in Concrete. a. RSC or rigid non-metallic conduit. b. P C Type DB-120. 7. Transition from walls to open plan furniture systems: a. Liquidtight. 3.2 GENERAL RE UIREMENTS A. Refer to the manufacturer's instructions and conform thereto. B. Distribution Pathway via EMT Raceway: 1. The EMT conduit is to be installed meeting the NEC handbook Article 348 Installation Specifications. 2. Provide escutcheon plates for all through wall conduit stubs. 3. All ends of conduits shall be cut square, reamed and fitted with insulated bushing. 4. All conduit which passes through fire walls shall be sealed with fire stop putty after all station wire has been installed. 3.3 MOUNTING AND INSTALLATION DE ICE BOXES A. Conform to the more restrictive of NEMA OS 3-2002 and the following. B. Provide backboxes at all communications systems devices. Installation of device plates directly to wall surface without use of a backbox, unless specifically directed on plans, is unacceptable. C. The distance between pull boxes shall not exceed 150 feet or more than two 90 degree bends. D. Align boxes plumb with floor and surrounding construction. At door frames, locate 4" from frame. erify placement with Owner's Representative details to ensure that box clears all trim, etc. E. Support and fasten boxes securely. At stud walls use rigid bar hangers, attached to hanger with stud and nut. Page 460 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 12 F. At existing locations, provide cutting, patching and finishing as required to maintain or restore finishes so that resulting installation is integrated into the Architectural decor of the particular location. G. Mounting Height: the mounting height of a wall-mounted outlet box is defined as the height from the finished floor to the horizontal center line of the cover plate. H. Mount outlet boxes with the long axis vertical. Three or more gang boxes shall be mounted with the long axis horizontal. I. Install wiring jacks and outlet devices only in boxes which are clean; free from excess building materials, dirt, and debris. J. Install wiring jacks and outlet devices after wiring work is complete. 3.4 TERMINAL CABINETS, JUNCTION BOXES AND PULL BOXES A. General 1. Thoroughly examine site conditions for acceptance of cabinets and enclosures installation to verify conformance with manufacturer and specification tolerances. Do not commence with installation until all conditions are made satisfactory. B. Set cabinets and enclosures plumb and symmetrical with building lines. Furnish and install all construction channel bolts, angles, etc. required to mount all equipment. C. Cabinets and enclosures shall be anchored and braced to withstand seismic forces calculated in accordance with standards referenced in Section 17029. D. "Train" interior wiring, bundle and clamp using specified plastic wire wraps. Separate power and signal wiring. E. Replace doors or trim exhibiting dents, bends, warps or poor fit that may impede ready access, security or integrity. F. Terminate conduit in cabinet with lock nut and grounding bushing. G. Cleaning 1. Touch-up paint any marks, blemishes or other finish damage suffered during installation. 2. acuum clean cabinet on completion of installation. 3.5 SUPPORT A. Provide supports for raceways as specified in Section 17029 - Hangers and Supports for Communications Systems. B. All raceways installed in exposed dry locations shall be grouped in a like arrangement and supported by means of conduit straps, wall brackets or trapeze hangers in accordance with Code and the requirements of the this Section and Section 17029 - Hangers and Supports for Communications Systems. Fasten all hangers from the building structural system. C. Provide supports and mounting attachments per the most restrictive of Code and the following. Raceway No of Location Support Spacing Size cables in (feet) (inches) run RSC EMT Horizontal Runs 1/2, 3/4 1-2 Flat Ceiling Wall Runs 5 5 1/2, 3/4 1-2 Where access limited to building 7 7 Page 461 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 13 structure 1/2, 3/4 Any location 7 7 1-2 Flat ceiling or wall 6 6 1-2 Where access limited to building 10 10 structure 13Any locations 10 10 Any Any Concealed 10 10 ertical Runs 1/2, 3/4 Any Exposed 7 7 1, 1-1/4 Any Exposed 8 8 1-Any Exposed 10 10 D. Install no more than one coupling or device between supports. E. Conduit support. 1. As specified in Section 17029 - Hangers and Supports for Communications Systems. F. The Owner's Representative reserves the right to request additional supports where in their sole opinion said supports are required. Any additional supports shall be installed at no additional cost to the Owner. 3.6 PENETRATIONS A. Gypsum Wall Board Penetrations: Provide circular penetrations maximum 1/8" inch larger than outer diameter of conduit being used. On both sides of the wall fill space between conduit and wall with joint compound, depth to match gypsum board thickness. B. Install UL listed fire-stop system whenever a raceway penetrates a firewall in conformance with the manufacturer's directions, the published systems assembly requirements, CBC Section 709 and 710 and CEC 300-21, whichever is the most restrictive. At cable tray penetrations, provide pillow type removable fire stop per CBC Section 709 and 710, the published systems assembly requirements and the manufacturer's directions, whichever is the most restrictive. C. All communications systems conduit openings in walls and floors are the responsibility of the Contractor. Install sleeves shown on the drawings when the concrete is poured. Any openings required after the concrete has set maybe core drilled. 3.7 RACEWAY INSTALLATION, GENERAL A. Raceway runs are shown schematically. Install concealed unless specifically shown otherwise. Supports, pull boxes, junction boxes and similar generally not indicated. Provide where designated. 1. Install exposed conduit and raceway parallel and perpendicular to nearby surfaces or exposed structural members, and follow the surface contours. Level and square conduit and raceway runs. Page 462 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 14 2. Raceway runs shall be mechanically and electrically continuous between all each equipment rack and utility demarcation point, receptacle and/or surface raceway strip, as applies. 3. Each conduit shall enter and be securely connected to a cabinet, junction box, pull box, or outlet by means of a locknut on the outside and a bushing on the inside or by means of a liquid-tight, threaded, self-locking, cold-weld type wedge adapter. 4. Bends. a. All bends or elbows shall have a minimum radius as follows: Conduit Size Min. Radius (Inches) 8 1 12 1-1/4 18 2 24 2-1/2 24 3 30 3-1/2 30 4 30 5 36 6 42 b. Use factory elbows or machine bends for conduit bends 1-1/4" and larger. 5. Make bends and offsets so the inside diameter is not effectively reduced. Make bends in parallel or banked runs from the same center line so that the bends are parallel. 6. Install at least one (1) 3/8", 200 pound strength nylon pull cord in all empty raceways. 7. Raceways crossing building expansion joints or in straight runs exceeding 1 00 feet shall be provided with UL listed expansion fittings. 8. Install conduit seals and drains to prevent accumulated moisture in conduits from entering Communications System enclosures. B. Do not install conduit in concrete slabs unless specifically directed by Owner's Representative. Embedded conduits in concrete slab walls, and columns shall be installed in center third between upper and lower layers of reinforcing steel as directed by the Owner's Representative. Space conduits 8" on center except at cabinet locations where slab thickness shall be increased as directed by the Owner's Representative. C. All conduits to be kept 12" away from steam or hot water lines. Install horizontal conduit and raceway runs below water and steam piping. D. Conduit dropping down to equipment shall be as straight as possible without any offsets, parallel or perpendicular to walls, ceilings and other building features. E. Conduit installed on any equipment shall be run symmetrical with the equipment and in such a manner as to: 1. not to be exposed to damage; Page 463 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 15 2. not interfere with access to components of the equipment that will interfere with maintenance operation or; 3. not to be in a manner that the Owner deems detrimental to its operation. F. Whenever an installation such as that listed occurs, the Contractor shall make all necessary changes at no additional cost to the Owner. G. All cut ends of conduit, scratches, tool marks, etc. on any metallic raceway installed in the ground or on the exterior of the building shall be treated with two coats of specified Touch Up Paint/Tape. H. Exposed conduit and metallic surface raceway installed in finished spaces shall be painted to match surrounding surfaces using paint and methods directed by the Owner's Representative. I. All raceways stubbing up into equipment or racks shall be sealed. Raceways with conductors shall be plugged with duct-seal. Spare raceways shall be capped. Prevent foreign matter from entering conduit and raceway; use temporary closure protection. Replace conduits containing concrete, varnish or other foreign material. J. Complete installation of conduit and raceway runs before starting installation of cables/wires within conduit and raceway. K. Use specified conduit and raceway fittings that are of types compatible with the associated conduit and raceway and suitable for the use and location. Join and terminate conduit and raceway with fittings designed and approved for the purpose of the conduit and raceway system and make up tight. L. Where chase nipples are used, align the raceway and coupling square to the box and tighten the chase nipple so no threads are exposed. M. Horizontal conduit or EMT runs, where required and permitted, shall be installed as close to ceiling or ceiling beams as practical. N. Conduit and EMT connected to wall outlets shall be run in such a manner that they will not cross water, steam or waste pipes or radiator branches. O. Conduit and EMT shall not be run through beams, purlins or columns except where permission is granted by Owner's Representative in writing. P. Bond installed metallic raceway in accordance with the requirements of the CEC. 3. RACEWAY FOR ACCESS CONTROL AND INTRUSION DETECTION SYSTEMS A. Refer to general requirements herein above. B. Access control and intrusion detection systems shall be installed in entirely in raceway, including: 1. Rough- in for the field devices as detailed and scheduled on the plans. 2. Pull cabinets located at regular intervals in the building, sized to accommodate the access control and intrusion detection cabling. a. Size raceway between pull cabinets to accommodate fill of field devices. b. Provide two separate raceway systems. i. one for power cabling, including power for door locks and field devices. Page 464 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 16 ii. one for Access Control and Intrusion Detection System field devices, including card readers, motion detectors, glass break sensors, request-to-exit sensors and similar. (1) For Owner's Security contractor provided card readers, assume a 0.26 inch diameter cable is required from the serving IDF or BD to each door scheduled to receive a card reader. 3. Gutter at backboard of BD and IDF to terminate the raceway arriving from the pull cabinets and directly from the field devices. 4. Terminal cabinets at backboard of BD and IDF to enclose the TB15's used to terminate the field wiring installed under the work of this contract. 3. HA ARDOUS LOCATIONS A.Use rigid steel conduit only. B.Install UL listed sealing fittings that prevent passage of explosive vapors in accordance with the manufacturers written instructions. Locate fittings at suitable, accessible locations and fill them with UL-listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank coverplate having a finish similar to that of adjacent plates or surfaces. C.Install raceway sealing fittings at the following points and elsewhere as indicated: 1. Where conduits enter or leave hazardous locations. 3.10 REUSE OF EXISTING CONDUIT A.Existing conduit is to be used as a pathway only where so shown on the drawings. B.Prior to beginning work involving the use of an existing conduit, the Contractor shall consult with the Owner's Representative in order to establish whether or not the conduit contains active service. C.If no active service exists within the conduit, all cable is to be removed, and work is to proceed. D.If active service does exist within the conduit and it has been determined that service needs to be disrupted, then work on that conduit shall not proceed until a schedule of service outage has been established by Owner's Representative. Once given permission to proceed, the Contractor shall within the time period of one (l) working day; remove the old cable, install, terminate and test the new cables, and notify the Owner's Representative the work using the specific conduit has been completed. E.Conduit preparation procedure: 1. Remove existing Wires and Cables (if any). 2. Run a mandrel Y2" smaller than the inside diameter of the conduit through the conduit receiving new wires and cables. 3. If the specified size mandrel will not pass through the existing conduit, start with a smaller size mandrel and increase mandrel size until the specified sized mandrel will pass. 4. Run a wire brush and clean rag with an outside diameter 1/8" larger than the inside of the conduit through the conduit receiving new wires and cables. 5. Repeat above until conduit is clean and materials detrimental to the wire and cables to be installed no longer exit conduit with the clean rag. 3.11 STATION CABLE PATHWAY INSTALLATION Page 465 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17033 – CONDUITS AND BACKBO ES FOR COMMUNICATIONS SYSTEMS Page 17 A. Cut In Boxes and Station Outlet Boxes. 1. Unless otherwise noted on the plans, all cut in boxes and surface station outlet boxes are to be installed at a height of 36" A.F.F. (above finished floor) to center, except for those intended to be used for telephone wall jacks. Those plates or boxes that are to be used for telephone wall jacks shall be installed at a height of 54 A.F.F. to center. 2. All station outlets shall be installed so that their edges are parallel to the vertical and horizontal edges of the surface on which they are mounted. END OF SECTION Page 466 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 6 17036 – CABLE TRAYS FOR COMMUNICATIONS SYSTEMS Page 1 SECTION 17036 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS PART 1 GENERAL 1.1 SCOPE OF WORK A.Cable Trays for Communications Cabling. 1. Cable Trays 2. Cable Runways 3. Basket Tray B.Cable Tray Support 1.2 RELATED WORK UNDER OTHER SECTIONS A.Section 17010 - Common Work Results for Communications. B.Section 17026 - Grounding and Bonding for Communications Systems. C.Section 17029 - Hangers and Supports for Communications Systems. D.Section 17033 - Conduits and Backboxes for Communications Systems. E.Section 17053 - Identification for Communications Systems. F.Section 17100 - Structured Cabling, Basic Materials and Methods. G.Section 17150 - Communications Horizontal Cabling. 1.3 REFERENCES A.Usage: In accordance with Section 01110 - Summary of Work. 1. National Electrical Manufacturers Association (NEMA). a. NEMA FG 1 1-1998 Fiberglass Cable Tray Systems. b. NEMA E 1 1-1998 Metal Cable Tray Systems. c. NEMA E 2 2001 Metal Cable Tray Installation Guidelines. 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 Common Work Results for Communications. 1.5 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 - Product Requirements. 1.6 SE UENCING A.Not Used. PART 2 PRODUCTS 2.1 CABLE TRAY, CABLE RUNWAY AND BASKET TRAY A.Cable Tray 1. Drawing and spec reference: CTxx-yy, where "xx" denotes nominal width of cable runway in inches and "yy" denotes nominal depth. 2. Construction: a. Steel or aluminum. b.Rungs 9" on center, unless otherwise noted. c.UL Classified splice kits. 3. Approvals: Page 467 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 6 17036 – CABLE TRAYS FOR COMMUNICATIONS SYSTEMS Page 2 a.ASTMA513. b.California Electrical Code, Article 318. c.NEMA El Class 12C minimum, or to suit indicated cable and raceway loads, whichever is greater. 4. Manufacturers: a.B-Line Cable Tray Systems Ladder Type Cable Tray. b.Globe Tray. c.PW Industries. d.Or equal. B. Cable Runway 1.Drawing and spec reference: CR , where " " denotes nominal width of cable runway in inches. 2.Construction: a.Solid Steel Side Bar per ASTM A-36 or Tubular Steel Side Bar per ASTM A-513. b.1.5" x 0.375 minimum tubular side stringers. c.UL Classified splice kits. d.Designed to support at least 100 pounds per foot load with a Safe Working Load deflection of or less. 3. Finish: Telco gray powder coat or gold on zinc plating. 4.Approvals: a.ASTM A513 b. UL Classified as an equipment grounding conductor. c. California Electrical Code, Article 318 5. Manufacturers: a. B-Line Telecom-Saunders SB-17. b. Chatsworth Products Inc. 11275 series. c. PW Industries. d. Or equal. C. Cable Tray, Open Wire Frame 1.Drawing and spec reference(s): CTWxx-y, where xx denotes the tray width and y the depth of the tray, in inches. 2.Construction. a.Welded wire mesh with continuous safety edge wire lip. b.Mesh forms grid at nominally 2" by 4". c.Carbon Steel. d.Electroplated zinc galvanized. e.All bends, seams and joints field fabricated from basic straight section pieces and splice components as supplied by the manufacturer. f.Where supported from ceiling, supported at both sides in trapeze arrangement - centerline support not acceptable. g. Provides pathway complying with EIA/TIA-569B and NEMA Publications El & E2. h. Meets requirements of California Electrical Code, Article 318. Page 468 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 6 17036 – CABLE TRAYS FOR COMMUNICATIONS SYSTEMS Page 3 3. Approvals: a. NEMA Publications El & E2. 4. Manufacturers: a. B-Line Wire Basket Runway. b. Cablofil. c. G.S. Metals Corp. d. Or equal. D. Cable Tray, Fiberglass 1. Drawing and spec reference(s): CTFxx-y, where xx denotes the tray width and y the depth of the tray, in inches. 2. Construction a. Non-metallic, Non-conductive, Fiberglass Construction, suitable for continuous exterior exposure in a marine environment. b. Deep structural C-form side channels. c. Ladder rungs at 9" O.C., UON d. All bends, seams and joints field fabricated from basic straight section pieces and splice components as supplied by the manufacturer. 3. Approvals: a. UL Listed as a system. b. ASTMA568. c. NEMA Publication FGl. d. NEMA 12C. e. California Electrical Code, Article 318.3. f. Meets ASTM E-84 smoke density rating; Polyester 680, inyl Ester 1025. g. Class 1 Flame Rating and self-extinguishing requirements of ASTM D-635. 4. Manufacturers: a. Enduro Composite Systems. b. Robroy. c. PW Industries. d. Or equal. PART 3 EXECUTION 3.1 C T A A. Unless otherwise noted, communications cable tray installations shall conform to the following: 1. Type CT - Within Communications Rooms (including Telecomm Building (ADF), BDF and IDF spaces). 2. Type CTW - Horizontal station cabling outside of the communications rooms where shown on plans or where more than 100 cables are supported, whichever is greater. Page 469 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 6 17036 – CABLE TRAYS FOR COMMUNICATIONS SYSTEMS Page 4 3. Type CR - Wherever vertical transitions from ceiling or floor sleeves are required within the Communications Room. 3.2 I A.Provide all required supports, fittings and accessories for a complete system as described in NEMA E-2, by Code, manufacturer recommendation or as shown on the plans, whichever is most restrictive. B.Bond sections to one another and to building ground. C.Access Clearance. Maintain access for use by Owner's personnel to tray as described below. Coordinate installation with work of structural, mechanical, plumbing/fire protection and electrical trades to maintain required access. 1. Unless shown otherwise on the plans, provide a clear access of at least 24" wide along one side of each tray for use by Owner's personnel. 2. Unless shown otherwise on the plans, installation to maintain at least 12" vertical clearance over the top of each tray for use by Owner's personnel. 3.3 S A. Support in accordance with the most restrictive of the following: 1. Contractor's engineered means of engineered support submitted in accordance with the requirements of 17010 - Common Work Results for Communications and Section 17029 - Hangers and Supports for Communications Systems. 2. California Building Code, including but not limited to requirements of olume 2, Chapter 16, Division N, Section 1632 and Table 16-0. 3. Metallic Cable Tray: NEMA E 2-2001, or latest edition. 4. Fiberglass Cable Tray: NEMA FG-I-1998, or latest edition. B.Provide lateral sway bracing as required by Code. END OF SECTION Page 470 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 1 SECTION 17053 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS PART 1 GENERAL 1.1 SUMMARY A.Provide all labor, materials, tools, and equipment required for permanent intelligible labeling on, or adjacent to, all cabling, connectors, innerduct, faceplates, jacks, receptacles, controls, fuses, circuit breakers, patching jacks, and racks. B.This section includes minimum requirements for the following: 1.Labeling Communications Cabling 2.Labeling Closet Hardware 3.Labeling Work Stations 4.Labeling Pathways, Spaces, Grounding and Bonding. C.Refer to detailed plans for additional requirements. D.Clearly and distinctly indicate the function of the item. E.Coordinate with Record Drawings 1.2 REFERENCES A.Usage: In accordance with Section 01110 – Summary of Work. B.American Society for Testing and Materials (ASTM) 1.ASTM D 709(2001) Laminated Thermosetting Materials C.Electronic Industries Alliance (EIA) 1.EIA TIA/EIA-606-A(2002) Administration Standard for Commercial Telecommunications Infrastructure (ANSI/TIA/EIA-606) D.Underwriters Laboratories (UL) 1.UL 969 (1995: R 2001) Marking and Labeling Systems 1.3 UALITY ASSURANCE A.Identification and administration work specified herein shall comply with the applicable requirements of: 1.ANSI/TIA/EIA-606-A Administration Standards. 2.ANSI/TIA/EIA-569B Pathway and Spaces 3.ANSI/TIA/EIA-568B Telecommunications Cabling Standard 4.BICSI Telecommunications Distribution Methods Manual 5.UL 969 (1995; R 2001) Marking and Labeling Systems. 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 – Administrative Requirements and Section 17010 – Common Work Results for Communications. 1.5 DELI ERY, STORAGE, AND HANDLING A.Procedures: In accordance with Section 01600 – Product Requirements. 1.6 SE UENCING A.Not Used. Page 471 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 2 PART 2 PRODUCTS 2.1 COMMUNICATIONS CABLING LABELS, INTERIOR A. Shall meet the legibility, defacement, exposure, and adhesion requirements of UL 969. B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable. C. Provide vinyl substrate with a white printing area and black print. If cable jackets are white, provide cable label with printing area that is any other color than white, preferably orange or yellow – so that the labels are easily distinguishable. D. Shall be flexible vinyl or other substrates to apply easy and flex as cables are bent. E. Shall use aggressive adhesives that stay attached even to the most difficult to adhere to jacketing. F. Manufacturers: 1. Cable Type – Silver Satin a. Brady TLS2200 labels – PTL-31-427 b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal. 2. Cable Type – 4 pair UTP a. Brady TLS2200 labels – PTL-31-427 b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal. 3. Cable Type – 4 Pair STP a. Brady TLS2200 labels – PTL-21-427 b. Brady laser printable labels – LAT-19-361 c. Or equal. 4. Cable Type – 25 pair copper a. Brady TLS2200 labels – PTL-21-427 b. Brady laser printable labels – LAT-19-361 c. Or equal. 5. Cable Type – 50 pair copper a. Brady TLS200 labels – PTL-33-427 b. Or equal. 6. Cable Type – 100 pair copper a. Brady TLS2200 labels – PTL-34-427 b. Or equal. 7. Cable Type – 6-12 strand fiber a. Brady TLS2200 labels – PTL-21-427 b. Or equal. 8. Cable Type – RG-6 Coax a. Brady TLS2200 labels – PTL-31-427, PTL-32-427 b. Brady laser printable labels – LAT-18-361, LAT-53-361 c. Or equal. 9. Cable Type – RG-59 Coax a. Brady TLS2200 labels – PTL-31-427, PTL-32-427 b. Brady laser printable labels –LAT-18-361, LAT-53-361 Page 472 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 3 10. Cable Bundles a. Brady TLS2200 labels – PTL-12-109 b. Or equal. 2.2 COMMUNICATIONS CABLE LABELS, OUTSIDE PLANT A. Cable Tags in Manholes, Handholes, and aults 1. Provide tags for communications cable or wire located in manholes, handholes, and vaults. a. The tags shall be polyethylene. b. The tags shall be machine printed – handwritten tags are not acceptable. 2. Polyethylene Cable Tags a. Provide tags of polyethylene that have an average tensile strength of 3250 pounds per square inch; and that are .08 inch thick (minimum), non-corrosive, non-conductive, resistive to acids, alkalis, organic solvents, and salt water; and distortion resistant to 170 degrees F. b. Provide .05 inch (minimum) thick black polyethylene tag holder. c. Provide a one-piece nylon, self-locking tie at each end of the cable tag. d. Ties shall have a minimum loop tensile strength of 175 pounds. The cable tags shall have black block letters, numbers, and symbols one inch high on a yellow background. e. Letters, numbers, and symbols shall not fall off or change positions regardless of the cable tag s orientation. 3. Manufacturers: a. Brady b. Or equal. 2.3 CLOSET HARDWARE LABELS A. Shall meet the legibility, defacement, exposure, and adhesion requirements of UL 969. B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable. C. Where insert type labels are used provide clear plastic cover over label. D. Manufacturer: 1. Copper Patch Panels a. 6 port group i.Ortronics OR-70700408 ii.Or equal. b.Patch Panel Name Label i.Brady ii.Or equal. 2.4 GROUNDING AND BONDING, PATHWAY, AND SPACE LABELS A. Shall meet the legibility, defacement, exposure and adhesion requirements of UL 969. B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable. C. Manufacturers: Page 473 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 4 1. Brady Corporation a. TLS2200 labels i. PTL-20-422, Size 2.0 x 1.0 ii. PTL-22-422, Size 3.0 x 1.0 iii. PTL-37-422, Size 3.0 x 1.9 iv. PTL-23-422, Size 4.0 x 1.0 v. PTL-38-422, Size 4.0 x 1.0 b. Laser printable labels i. LAT-13-747, Size 1.875 x 0.833 ii. LAT-24-747, Size 1.75 x 1.0 iii. LAT-32-747, Size 3.0 x 0.9 iv. LAT-33-747, Size 2.0 x 1.437 v. LAT-34-747, Size 3.0 x 1.437 c. Continuous tape for TLS2200 i. PTL-8-422, Size 0.5 , white polyester ii. PTL-8-430, Size 0.5 , clear polyester iii. PTL-8-439, Size 0.5 , white vinyl iv. PTL-42-439, Size 1.0 , white vinyl v. PTL-43-439, Size 1.9 , white vinyl 2. Or equal. 2.5 WORKSTATION LABELS A. Shall meet the legibility, defacement, exposure and adhesion requirements of UL 969. B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable. C. Where insert type labels are used provide clear plastic cover over label. D. Manufacturers: 1. Ortronics OR-70400411 2.Or equal. 2.6 NAMEPLATES A. Field Fabricated Nameplates 1. Features/Function/Construction a. Provide laminated plastic nameplates for each equipment enclosure, relay, switch, and device; as specified or as indicated on the drawings. b. Comply with ASTM D 709. c. Each nameplate inscription shall identify the function and, when applicable, the position. d. Nameplates shall be melamine plastic, 0.125 inch thick, white with black center core. e. Surface shall be matte finish. f. Corners shall be square. g. Accurately align lettering and engrave into the core. h. Minimum size of nameplates shall be 1 x 2.5 . i. Lettering shall be a minimum of 0.25 inch high normal block style. Page 474 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 5 PART 3 EXECUTION 3.1 GENERAL A. Apply labeling to clean surfaces free of oil, dust, solvents, or loose material. B. Apply after Project painting in area of application is complete. C. Apply to locations where labeling will not be damaged, covered over, or in the way of the infrastructure or system. D. Apply labeling right side up, parallel to major edges of surfaces to which it is applied. When no line is evident, apply parallel to the floor line. Correct conditions of labeling applied out of true. E. Protect installed labeling from damage. F. Replace labeling that is defaced, illegible or peeling off the surface to which it is applied. 3.2 IDENTIFICATION LABELING A. The Owner will provide the Contractor copies of the Contract Drawings showing station outlets with Owner assigned data & voice jack ID numbers. Label all installed work according to this master set. B. Workstation faceplates 1. Workstation faceplates shall be labeled according to the format fs-n, where: f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located n three numeric characters designating the port on a patch panel on which a four-pair horizontal cable is terminated in the BDF E : Faceplate with cables terminating on the 6th ports of each patch panel in the second BDF on the first floor is identified as: 1B-006 2. The cover plate areas directly above and beneath the jacks are the labeling areas. In the top area, using the specified means, label the faceplate number assigned on the contract documents. C. Pathways 1. Pathways shall be marked at each endpoint and at all intermediate pull or junction boxes. In the case of partitioned pathways (i.e. innerduct) each partition shall have a unique identifier. 2. Use adhesive type labels as specified in the Products portion of this section. D. Labels shall be affixed at the entry to all telecommunications rooms and spaces (including entrance facilities, communication equipment rooms, communication equipment spaces and work areas). Page 475 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 6 1. Use adhesive type labels for all communications space labeling as specified in the Products portion of this section. 2. Affix labels to entrance doors – coordinate location with Owner s Representative. E. Cables 1. Horizontal, Building Backbone, and Campus Backbone cables shall be marked within 12 of each endpoint or to innerduct in which the cable is installed. 2. Except where installed in innderduct or conduit, all backbone fiber optic cable shall have affixed to the outer jacket, labels of a bright color that contain at least the legend FIBER OPTIC CABLE. These labels must be affixed at intervals no greater than 10 ft. 3. Within every manhole, vault, or pullbox and within 4 ft of the entrance into a building every backbone cable s assigned identifier shall be affixed to either the cable s outer jacket or to an innerduct in which the cable is installed. 4. Any cable installed in conduit shall be labeled at all intermediate pull or junction boxes. 5. Use adhesive type labels as specified in the Products portion of this section. 6. Affix labels to cables – marking cables is not permitted. 7. Where cable is fully encased in innerduct, label the outside of the innerduct with the cable label and, where the contents are fiber optic cabling, the FIBER OPTIC CABLE label. 8. Horizontal cables shall be labeled according to the format fs-an, where: f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located a one or two alpha characters uniquely identifying a single patch panel or a group of patch panels with sequentially numbered ports n three numeric characters designating the port on a patch panel on which a four-pair horizontal cable is terminated in the BDF E : 9th cable terminating on the first patch panel in the 3rd BDF on the 8th floor is identified as: 8C-A009 9. A unique building backbone pair or optical fiber identifier shall be used to identify each single copper pair or each single optical fiber in a backbone cable between two BDFs in one building, and shall have a format fs1/fs2-n.d, where: fs1/fs2-n a building backbone cable identifier Page 476 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 7 d two to four numeric characters identifying a single copper pair or a single optical fiber E : Building backbone fiber connecting BDFs 1A and 2A within a building Cable 1, Pair 1 1A/2A-1.1,2 Cable 1, Pair 2 1A/2A-1.3,4 Cable 1, Pair 3 1A/2A-1.5,6 10. A unique campus backbone pair or optical fiber identifier shall be assigned to each pair or optical fiber in a backbone cable connecting BDFs in different buildings, and it shall have the format b1-fs1 /b2-fs2 -n.d, where: b1-fs1 /b2-fs2 -n campus backbone cable identifier d two to four numeric characters identifying a single copper pair or a single optical fiber E : Campus backbone fiber Cables 1 and 2 connecting Building SLO101, BDF 1A, and Building SLO108, BDF 1B Cable 1, Pair 1 SL0101-1A / SL0108-1B -1.1,2 Cable 1, Pair 2 SL0101-1A / SL0108-1B -1.3,4 Cable 2, Pair 1 SL0101-1A / SL0108-1B -2.1,2 Cable 2, Pair 2 SL0101-1A / SL0108-1B -2.3,4 F.Patch Panels 1.Fiber patch panels shall be marked using adhesive labels indicating the identifiers of all fibers installed to them. 2.If not shown on the contract documents, Owner s Representative will provide specific fiber ID information. 3.Category rated patch panels shall be labeled according to the format fs-a, where: f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located a one or two alpha characters uniquely identifying a single patch panel or a group of patch panels with sequentially numbered ports Page 477 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 8 E : First patch panel in the first BDF of the first floor is identified as: 1A-A G.66 Blocks 1.Each cable termination position on 66 blocks shall be labeled with number designators. a.All backbone copper cable termination blocks shall be labeled with both the pair count of every 5th pair and the cable s assigned identifier. H.Grounding and Bonding 1.The Telecommunications Main Grounding Busbar (TMGB) shall be labeled as such with an adhesive type label affixed reading TMGB. 2.The Telecommunications Grounding Busbar (TGB) within a BDF shall be labeled as such with an adhesive type label affixed which follows the format TGB-fs, where: TGB Telecommunications Grounding Busbar f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located 3.The conductor connecting the TMGB to the building ground shall be labeled at each end with an adhesive label affixed in a visible location as close as practicable to the bonding point at each end of the conductor. The label shall follow the format BC-TMGB, where: BC Bonding Conductor TMGB Telecommunications Main Grounding Busbar f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located 4.The conductor connecting the TGB within a BDF to the building ground shall be labeled at each end with an adhesive label affixed in a visible location as close as practicable to the bonding point at each end Page 478 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 170 17053 – IDENTIFICATION FOR COMMUNICATIONS SYSTEMS Page 9 of the conductor. The label shall follow the format BC-TGB-fs, where: BC Bonding Conductor TGB Telecommunications Grounding Busbar f numeric character(s) identifying the floor of the building occupied by the BDF s alpha character(s) uniquely identifying the BDF on floor f, or the building area in which the BDF is located I.Firestops 1.Each firestop shall be labeled at each location where firestopping is installed, on each side of the penetrated fire barrier, within 12 inches of the firestopping material. 2.Firestops shall be labeled according to the format FS-fn, where: FS Firestop f numeric character(s) identifying the floor of the building occupied by the BDF n = three numeric characters designating firestop sequential number. END OF SECTION Page 479 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 1 SECTION 17100 STRUCTURED CABLING, BASIC MATERIALS METHODS PART 1 GENERAL 1.1 SCOPE OF WORK A.This Section defines commons means and methods for the work of the following Sections: 1. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures. 2. Section 17119 - Communications Termination Blocks and Patch Panels. 3. Section 17123 - Communications Cable Management. 4. Section 17150 - Communications Horizontal Cabling. B.Related work specified in other Sections. 1. Section 16080 - Electrical Commissioning. 2. Section 16261 - Static Uninterruptible Power Supply. 3. Section 16620 - Fire Alarm System. 4. Section 17054 - EMCS - Communications Devices. 1.2 RELATED DOCUMENTS A.Section 17010 - Common Work Results for Communications applies to the work of this Section. 1.3 REERENCES A.Usage: In accordance with Section 01110 - Summary of Work. B.In addition to the requirements of Section 17010 - Common Work Results for Communications, conform to the applicable portions of the following standards agencies: 1. American Society for Testing and Materials (ASTM). a. ASTM A228/A228M-02 Steel Wire, Music Spring uality. 2. Bellcore. a. TR-NWT-000253Intermediate Reach, 1,OC3. 3. Telecommunications Industry Association/Electronic Industries Association (TIA/EIA)Telecommunications Industry Association/Electronic Industries Association (TIA/EIA). a. TIA/EIA-455-B Standard Test Procedure for Fiber Optic Fibers, Cables, Transducers, Sensors, Connecting and Terminating Devices, and other Fiber Optic Components (ANSI/TIA/EIA-455-B-98) Oct. 1998. b. TIA/EIA-455-1-BFOTPl - Cable Flexing for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-1B-98) Oct. 1998. c. TIA/EIA-455-2-CFOTP2 - Impact Test Measurements for Fiber Optic Devices (ANSI/TIA/EIA0455-2C-98) Jul. 1998. d. TIA/EIA-455-3-AFOTP3 - Procedure to Measure Temperature Cycling Effects on Optical Fibers, Optical Cable, and Other Passive Fiber Optic Components (May 1989). Page 480 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 2 e. TIA/EIA-455-5-CFOTP5 - Humidity Test Procedure for Fiber Optic Components (ANSI/TIA/EIA-455-5C-2002). f. TIA/EIA-455-7FOTP7 - Numerical Aperture of Step-Index Multimode Optical Fibers by Output Far-Field Radiation Pattern Measurement (ANSI/TIA/EIA-455-7-92) Dec. 1992. g. TIA/EIA-455-11-BFOTP11 - ibration Test Procedure for Fiber Optic Components and Cables (ANSI/TIA/EIA-455-11B-94) Jut. 1994. h. TIA/EIA-455-13-AFOTP13 - isual and Mechanical Inspection of Fiber Optic Components, Devices, and Assemblies (ANSI/TIA/EIA- 455-13A-02). i. TIA/EIA-455-20-BFOTP20 - IEC60793-1-26 Optical Fibers - 1-46: Measurement Methods and Test Procedures - Monitoring of Changes in Optical Transmittance (ANSI/TIA/EIA-455-20-B-2004). j. EIA TIA-455-21-A(2) FOTP-21 (r2002) - Mating Durability of Fiber Optic Interconnecting Devices. k. TIA/EIA-455-25-CFOTP25 - Impact Testing of Optical Fiber Cables and Cable Assemblies (ANSI/TIA/EIA-455-25C-2002). l. TIA/EIA-455-31-CFOTP31 - Proof Testing Optical Fibers by Tension (ANSI/TIA/EIA-455-31C-95) (R04). m. TIA-455-33BFOTP33 -Optical Fiber Cable Tensile Loading and Bending Test 2005. n. TIA/EIA-455-34-AFOTP34 - Interconnection Device Insertion Loss Test (ANSI/TIA/EIA-455-34A-99). o. TIA/EIA-455-37-AFOTP37 - Low or High Temperature Bend Test for Fiber Optic Cable (ANSI/TIA/EIA-455-37A-93) (R-2002). p. TIA/EIA-455-38FOTP38 - Measurement of Fiber Strain in Cables Under Tensile Load (ANSI/TIA/EIA-455-38-95) Nov. 1995. q. TIA/EIA-455-39-BFOTP39 - Fiber Optic Cable Water Wicking Test (ANSI/TIA/EIA-45 5- 39B-03). r. TIA/EIA-455-41-AFOTP41 - Compressive Loading Resistance of Fiber Optic Cables (ANSI/TIA/EIA-455-41A-01). s. TIA/EIA-455-42-AFOTP42 - Optical Crosstalk in Fiber Optic Components (ANSI/TIA/EIA-455-42-A-1989) (R2001). t. TIA/EIA-455-43-AFOTP43 - Output Near-Field Radiation Pattern Measurement of Optical Waveguide Fibers (ANSI/TIA/EIA-455- 43A-99) Oct. 1999). u. TIA/EIA-455-54-BFOTP54 - Mode Scrambler Requirements for Overfilled Launching Conditions to Multimode Fibers (ANSI/TIA/EIA-455-54B-98) (R2001). v. TIA/EIA-455-56-BFOTP56 -Test Method for Evaluating Fungus Resistance of Optical Fiber and Cable (ANSI/TIA/EIA-455-56B-95) (R2004). Page 481 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 3 w. TIA/EIA-455-57-BFOTP57 - Preparation and Examination of Optical Fiber Endface for Testing Purposes (ANSI/TIA/EIA-455- 57B-96) (R2000). x. TIA/EIA-455-64FOTP64 - Procedure for Measuring Radiation- Induced Attenuation in Optical Fibers and Optical Cables (ANSI/TIA/EIA-455-64-97) (R2002). y. TIA/EIA-455-67AFOTP67 - IEC 60793-1-51 Optical Fibers Part 1- 51: Measurement Methods and Test Procedures - Dry Heat (ANSI/TIA-455-67 -A-2003). z. TIA/EIA-455-72FOTP72 - Procedure for Measuring Temperature and Humidity Cycling Aging Effects on Optical Characteristics of Optical Fibers (ANSI/TIA/EIA-455-72-97) (R2001). aa. TIA/EIA-455-73FOTP73 - Procedure for Measuring Temperature and Humidity Cycling Aging Effects on Mechanical Characteristics of Optical Fibers. (ANSI/TIA/EIA-455-73-97) (R2001). ab. TIA/EIA-455-74AFOTP74 - IEC 60793-1-53 Optical Fibers Part 1- 53: Measurement Methods and Test Procedures - Water Immersion. ac. TIA/EIA-455-78-BFOTP-78 - IEC 60793-1-40 Optical Fibers Part 140: Measurement Methods and Text Procedures – Attenuation. ad. TIA/EIA-455-80-CFOTP80 - IEC 60793-1-53 Optical Fibers Part 1- 44: Measurement Methods and Test Procedures - Cut-off. ae. TIA/EIA-455-84-BFOTP84 - Jacket Self-Adhesion (Blocking) Test for Fiber Optic Cable (ANSI/TIA/EIA-455-84B-98) (R 2003). af. TIA/EIA-455-85-AFOTP85 - Fiber Optic Cable Twist Test (ANSI/TIA/EIA-455-85A-92) (R99) May. 1999. ag. TIA/EIA-455-86FOTP86 - Fiber Optic Cable Jacket Shrinkage (ANSI/TIA/EIA-455-86-83) (R 90) (R99) May. 1999. ah. TIA/EIA-455-87-BFOTP87 - Fiber Optic Cable Knot Test (ANSI/TIA/EIA-455-87B-93) (R99) May. 1999. ai. TIA/EIA-455-88FOTP88 - Fiber Optic Cable Bend Test Jun. 2001. aj. TIA/EIA-455-89-BFOTP89 - Optical Fiber Cable Jacket Elongation and Tensile Strength (ANSI/TIA/EIA-455-89B-98) (R 2003). ak. TIA/EIA-455-91FOTP9l - Fiber Optic Cable Twist-Bend Test (ANSI/TIA/EIA-455-9l-86) (R 2003). al. TIA/EIA-455-95-AFOTP95 - Absolute Optical Power Test for Optical Fibers and Cables (ANSI/TIA/EIA-455-95-A-2000) Apr. 2000. am. TIA/EIA-455-l 00-AFOTP100 - Gas Leakage Test for Gas-Blocked Fiber Optic Cables (ANSI/TIA/EIA-455-l00A-89) (R99) May. 1999. an. TIA/EIA-455-l04-AFOTP104 - Fiber Optic Cable Cyclic Flexing Test (ANSI/TIA/EIA-455-l04A-93)(R2000) Jul. 2000. ao. TIA/EIA-455-1 07-AFOTP 1 07 - Determination of Component Reflectance or Link/System Return Loss Using a Loss Test Set (ANSI/TIA/EIA-455-107A-99) Feb. 1999. Page 482 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 4 ap. TIA/EIA-455-111FOTP111 - Procedure for the Measurement of Optical Fiber Curl (ANSI/TIA/EIA-455-111-2000) Jul. 2000. aq. TIA/EIA-455-113FOTP113 - Polarization-Mode Dispersion Measurement of Single-Mode Optical Fibers by the Fixed Analyzer Method (ANSI/TIA/EIA-455-113-96) (R 2001). ar. TIA/EIA-455-122AFOTP122 - Polarization-Mode Dispersion Measurement for Single-Mode Optical Fibers by Stokes Parameter Evaluation (ANSI/TIA/-455-122-A-02). as. TIA/EIA-455-123FOTP123 - Measurement of Optical Fiber Ribbon Dimensions (ANSI/TIA/EIA-455-123-2000) Jun. 2000. at. TIA/EIA-455-124AFOTP124 - Polarization-Mode Dispersion Measurement for Single-Mode Optical Fibers by Interferometry (ANSI/TIA/EIA-455-124-A-04). au. TIA/EIA-455-126FOTP126 - Spectral Characterization of LEDs (ANSI/TIA/EIA-455-126-2000) Feb. 2000. av. TIA/EIA-455-128FOTP128 - Procedures for Determining Threshold Current of Semiconductor Lasers (ANSI/TIA/EIA-455-128-96) (R 2003). aw. TIA/EIA-455-129FOTP129 - Procedures for Applying Human Body Model Electrostatic Discharge Stress to Package Optoelectronic Components (ANSI/TIA/EIA-455-129-96) (R 2003). ax. TIA/EIA -4 5 5-131 FOTP 131 - Measurement of Optical Fiber Ribbon Residual Twist (ANSI/TIA/EIA-455-131-97) (R2000) Oct. 2000. ay. TIA/EIA-455-132-AFOTP132 - Measurement of the Effective Area of Single-Mode Optical Fiber (ANSI/TIA/EIA-455-132-2001) Jun. 2001. az. TIA/EIA-455-133AFOTP133 IEC-60793-1-22 Optical Fibers - Part 1-22: Measurement Methods and Test Procedures - Length (ANSI/TIA-455-133-A-03). ba. TIA/EIA-455-134FOTP134 - Measurement of Connector Ferrule Hole Inside Diameter (ANSI/TIA/EIA-455-134-96) (R 2002). bb. TIA/EIA-455-135FOTP135 - Measurement of Connector Ferrule Inside and Outside Diameter Circular Runout (ANSI/TIA/EIA-455- 135-96) (R 2002). bc. TIA/EIA-455-141FOTP141 - Twist Test for Optical Fiber Ribbons (ANSIITIA/EIA-455-141-1999) Oct. 1999. bd. TIA/EIA-455-157FOTP157 - Measurement of Polarization Dependent (PDL) of Single-mode Fiber Optic Components (ANSI/TIA/EIA-455-157-2000) May. 2000. be. TIA/EIA-455-158FOTP158 - Measurement of Breakaway Frictional Force in Fiber Optic Connector Alignment Sleeves (ANSI/TIA/EIA- 455-158-97) (R 2001). Page 483 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 5 bf. TIA/EIA-455-160AFOTPI60 - IEC 60793-1-50 Optical Fibers - Part 1-50: Measurement Methods and Test Procedures - Damp Heat (Steady State) (ANSI/TIA-455-160-A-03). bg. TIA/EIA-455-162-AFOTPI62 - Fiber Optic Cable Temperature- Humidity Cycling (ANSIITIAIEIA-455-162A-99) Aug. 1999. bh. TIA/EIA-455-175-BFOTPI75 - IEC 60793-1-42 Optical Fibers Part 1-42: Measurement Methods and Test Procedures - Chromatic Dispersion (ANSI/TIA-455-175-B-03). bi. TIA/EIA-455-176AFOTPI76 - IEC 60793-1-20 Optical Fibers Part 1-20: Measurement Methods and Test Procedures - Fiber Geometry (ANSI/TIA-455-176-A-03). bj. TIA/EIA-455-177-BFOTPI77 - IEC 60793-1-43 Optical Fibers Part 1-43: Measurement Methods and Test Procedures - Numerical Aperture (ANSI/TIA-455-177-B-03). bk. TIA/EIA-455-178-BFOTPI78 - IEC 60793-1-32 Optical Fibers Part 1-32: Measurement Methods and Test Procedures - Coating Stripability (ANSI/TIA-455-178-B-03). bl. TIA/EIA-455-180-AFOTPI80 - Measurement of the Optical Transfer Coefficients of a Passive Branching Device (Coupler) (ANSI/TIA/EIA-455-180-A-99) Dec. 1999. bm. TIA/EIA-455-181FOTPI81 - Lightning Damage Susceptibility Test for Fiber Optic Cables with Metallic Components (ANSI/TIA/EIA - 455-181-92) (2001) Jul. 2001. bn. TIA/EIA-455-183FOTPI83 - Hydrogen Effects on Optical Fiber Cable (ANSI/TIA/EIA-455-183-2000) Jul. 2000. bo. TIA/EIA-455-184FOTPI84 - Coupling Proof Overload Test for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-184-91) (R95) (R99) Oct. 1999. bp. TIA/EIA-455-185FOTPI85 - Strength of Coupling Mechanism for Fiber Optic Interconnecting Devices (ANSI/TIA/EIA-455-185-91) (R95) (R99) Oct. 1999. bq. TIA/EIA-455-186FOTPI86 - Gauge Retention Force Measurement for Fiber Optic Components (ANSI/TIA/EIA-455-186-91) (R 2004). br. TIA/EIA-455-187FOTPI87 - Engagement and Separation Force Measurement of Fiber Optic Connector Sets (ANSI/TIA/EIA-455- 187-91) (R 2004). bs. TIA/EIA-455-191-BFOTPI91 - IEC 60793-1-45 Optical Fibers Part 1-45: Measurement Methods and Test Procedures - Mode Field Diameter (ANSI/TIA-455-191-B-2003). bt. TIAIEIA-455-192FOTPI92 - H-Parameter Test Method for Polarization- Maintaining Optical Fiber (ANSIfTIAIEIA-455-192- 99) May. 1999. bu. TIA/EIA-455-193FOTPI93 - Polarization Crosstalk Method for Polarization-Maintaining Optical Fiber and Components (ANSI/TIA/EIA-455-193-99) May. 1999. Page 484 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 6 bv. TIA/EIA-455-194FOTPI94 - Measurement of Fiber Pushback in Optical Connectors (ANSI/TIA/EIA-455-194-2000) Jan. 2000. bw. TIA/EIA/455-195AFOTPI95 - IEC 60793-1-21 Optical Fibers - Part 1-21: Measurement Methods and test Procedures - Coating Geometry (ANSI/TIA-455-195-A-2003). bx. TIA/EIA-455-197rOTPI97 - Differential Group Delay Measurement of Single-mode Components and Devices by the Differential Phase Shift Method (ANSI/TIA/EIA-455-197-2000) Jul. 2000. by. TIA/EIA-455-201FOTP201 - Return Loss of Commercial Polarization - Maintaining Fiber or Polarizing Fiber Pigtailed Devices and Cable Assemblies Aug. 2001. bz. TIA/EIA-455-203FOTP203 - Launched Power Distribution Measurement Procedure for Graded-Index Multimode Fiber Transmitters (ANSI/TIA/EIA-455-203-2001) Jun. 2001. ca. TIA/EIA-455-204FOTP204 - Measurement of Bandwidth on Multimode Fiber (ANSI/TIA/EIA-455-204-2000) Dec. 2000. cb. TIA/EIA-4920000-B Generic Specification for Optical Waveguide Fibers (ANSI/TIA/EIA-4920000-B-97) (R2002). cc. TIA/EIA-492AOOO-A Sectional Specification for Class Ia Multimode, Graded-Index Optical Waveguide Fibers (ANSI/TIA/EIA-492AOOO-A-97) (R 2002). cd. TIA/EIA-492AAAA-A Detail Specification for 62.5-um Core Diameter/125-um Cladding Diameter Class Ia Graded-Index Multimode Optical Fibers (ANSI/TIA/EIA-492AAAA-A-98) (R 2002). ce. TIA/EIA-492AAAB Detail Specification for 50-urn Core Diameter/125-um Cladding Diameter Class Ia Graded-Index Multimode Optical Fibers (ANSI/TIA/EIA-492AAAB-98) (R 2002). cf. TIA/EIA-492COOO Sectional Specification for Class I a DispersionUnshifted Single-Mode Optical Fibers (ANSI/TIA/EIA- 492COOO-98) (R 2002). cg. TIA/EIA-492CAAA Detail Specification for Class I a Dispersion- Unshifted Single-Mode Optical Fibers (ANSI/TIA/EIA-492CAAA- 98) May 1998 (R 2002). ch. TIA/EIA-492CAAB Detail Specification for Class I a Dispersion- Unshifted Single-Mode Optical Fibers with Low Water Peak (ANSI/TIA/EIA-492CAAB-2000) Sep.2000. ci.TIA/EIA-492EOOO Sectional Specification for Class I d NonzeroDispersion Single-Mode Optical Fibers for the 1550 nm Window (ANSI/TIA/EIA-492EOOO-96) (R 2002). cj. EIA/TIA-526-7 OFSTP-7 - Optical Power Loss of Installed Single- Mode Fiber Cable Plant (2003). ck. EIA/TIA-526-14A OFSTP-14 - Optical Power Loss Measurements of Installed Multimode Fiber Cable Plant (1998) (R 2003). Page 485 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 7 cl. TIA-559 Single-Mode Fiber Optic System Transmission Design Mar. 1989 (R 2002). cm. TIA/EIA-568-B.1 Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements (ANSI/TIA/EIA- 568-B.1-2001). cn. TIA/EIA-568-B.l-1 Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements - Addendum 1 - Minimum 4-Pair UTP and 4-Pair ScTP Patch Cable Bend Radius (ANSI/TIA/EIA-568-B.I-I-2001). co. TIA/EIA-568-B.2 Commercial Building Telecommunications Cabling Standard - Part 2: Balanced Twisted Pair Cabling Components (ANSI/TIA/EIA-568-B.2-2001). cp. TIA/EIA-568-B.3 Optical Fiber Cabling Components Standard (ANSI/TIA/EIA -568- B.3-2000). cq. TIA-569-B Commercial Building Standard for Telecommunications Pathways and Spaces. cr. EIA TIA/EIA-604-2-A-2003 FOCIS 2 Fiber Optic Connector Intermateability Standard, Type Fiber Jack Connector. cs. EIA TIA/EIA-604-3A(2000) FOCIS 3 Fiber Optic Connector Intermateability Standard - Standard Type SC. ct. EIA TIA/EIA-604-12(2000) FOCIS 12 Fiber Optic Connector Intermateability Standard Type MT-RJ. cu. EIA TIA/EIA-606-A(2002) Administration Standard for the Telecommunications Infrastructure (ANSI/TIA/EIA-606). 4. Federal Communications Commission (FCC). a. The Code of Federal Regulations, Title 47, Telecommunications, Chapter 1 - FCC Part 68 (1982 issue or latest revision) (47 CFR 68). 5. Institute of Electrical and Electronic Engineers. a. IEEE 383-2003 Standard for ualifying Class IE Electric Cables and Field Splices for Nuclear Power Generating Stations. b. IEEE 100-00 The Authoritative Dictionary of IEEE Standards Terms. 6. Insulated Cable Engineers Association (ICEA). a. ICEA S-56-434 (1983, 5th Ed.) Polyolefin Insulated Communication Cables for Outdoor Use. b. ICEA S-83-596(2001) Fiber Optic Premises Distribution Cable. c. ICEA S-90-661(2002) Category 3,5 and 5e Individually Unshielded Twisted Pair Indoor Cables With or Without Overall Shield for use in General Purpose and LAN Communications Wiring Systems - Technical Requirements. 7. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA). a. NEMA WC 63.1(2000) Twisted Pair Premise oice and Data Communications Cables. 8. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). Page 486 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 8 a. NFPA 70 National Electrical Code. 9. Underwriters Laboratories, Inc. (UL). a. UL 444(2002; Bul. 2002, 2003) Communications Cables. b. UL 910(1998) Flame-Propagation and Smoke-Density alues for Electrical and Optical-Fiber Cables Used in Spaces Transporting Environmental Air. c. UL 1286(1999; R 2004) Office Furnishings. d. UL 1581 Reference Standard for Electrical Wires, Cables, and Flexible Cords. Oct. 2001. e. UL 1666(2000; R 2002) Flame Propagation Height of Electrical and Optical-Fiber Cables Installed ertically in Shafts. f. UL 1863(2000; R 2004) Communications Circuit Accessories. 1.4 DEFINITIONS A.Unless otherwise specified or indicated, electrical and electronics terms used in this specification shall be as defined in: 1. ANSI/TIA/EIA-568-B.l. 2. ANSI/TIA/EIA-568-B.2, 3. ANSI/TIA/EIA-568-B.3, 4. ANSI/TIA/EIA-569-B, 5. ANSI/TIA/EIA-606-A, 6. IEEE Std 100 and 7. this Section. B.Campus Distributor (CD) - A distributor from which the campus backbone cabling emanates. (International expression for main cross-connect (MC).) C.Building Distribution Facility (BDF) - A distributor in which the building backbone cables terminate and at which connections to the campus backbone cables may be made. (International expression for intermediate cross-connect (IC).) D.Floor Distributor (FD) - A distributor used to connect horizontal cable and cabling subsystems or equipment. (International expression for horizontal cross-connect (HC).) E.Telecommunications Room (TR) - An enclosed space for housing telecommunications equipment, cable, terminations, and cross-connects. The room is the recognized cross-connect between the backbone cable and the horizontal cabling. F.Entrance Facility (EF) - An entrance to the building for both private and public network service cables (including antennae) including the entrance point at the building wall and continuing to the entrance room or space. G.Equipment Room (ER) - A centralized space for telecommunications equipment that serves the occupants of a building. Equipment housed therein is considered distinct from a telecommunications room because of the nature of its complexity. H.Open Cabling - Cabling that is not run in a raceway as defined by NFPA 70. This refers to cabling that is "open" to the space in which the cable has been installed and is therefore exposed to the environmental conditions associated with that space. I.Open Office - A floor space division provided by furniture, movable partitions, or other means instead of by building walls. Page 487 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 9 J.Pathway - A physical infrastructure utilized for the placement and routing of telecommunications cable. 1.5 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.6 DELI ERY, STORAGE AND HANDLING A.Comply with requirements of Section 01600 - Product Requirements, Section 17010 - Common Work Results for Communications Systems and the following: B.Shipping Conditions: 1. All cable shall be shipped on reels or manufacturer supplied "handy boxes". 2. The diameter of the drum shall be at least 13 times the diameter of the cable. 3. The reels shall be substantial and so constructed as to prevent damage during shipment and handling. 4. Secure the outer end of the cable to the reel head so as to prevent the cable from becoming loose in transit. 5. Project the inner end of the cable into a slot in the side of the reel, or into a housing on the inner slot of the drum, in such a manner and with sufficient length to make it available for testing. 6. The inner end shall be fastened so as to prevent the cable from becoming loose during installation. End seals shall be applied to each of the cables to prevent moisture from entering the cable. C.Storage: 1. Retain factory cable protection until installation. Supplement with heavy gauge plastic sheeting if factory protective membrane is pierced prior to installation. Tape ends and seams water and dust tight. 2. The reels with cable shall be suitable for outside storage conditions when the temperature ranges from minus 40 degrees C to plus 65 degrees C, with relative humidity from 0 to 100 percent. 3. Protect cable reels from physical damage from site construction vehicles or from settling into the soil. 4. Equipment, other than cable, to be delivered and placed in storage shall be stored with protection from the weather, humidity and temperature variation, dirt and dust, or other contaminants. 1.7 SE UENCING A.Not Used. 1. PERFORMANCE STANDARDS A.Telephone ( oice) Copper Cabling Plant: 1. Suitable for direct connection to the Public Switched Network in accordance with rules set forth by FCC Part 68, California Public Utilities Commission, and other Authorities Having Jurisdiction. 2. Category 3 as defined in TIA/EIA-568-B.2 paragraph 4.4. B.Horizontal (Station) Copper Cabling – Permanent Link. Category 6, as defined in ANSI/TIA/EIA-568-B.2-1, Chapter 7 (an ans ss n n s), with the test measurements performed in accordance with ANSI/TIA/EIA-568-B.2-1, Annex A (a n f d as n d s Page 488 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 10 na ) using a Level III field tester, as defined in ANSI/TIA/EIA-568-B.2-1, Annex B (s ns ns n a ). Cabling shall meet or exceed the requirements stated therein. C.Fiber Optic Cabling 1. Optical Budget, any end to end link not to exceed the sum of the following: a. Optical fiber loss (attenuation). b. Splice loss. c. Connector loss. 2. Optical fiber loss shall be the optical fiber specified cable performance, pro- rated for total link distance. a. Fiber Loss, Multimode, not to exceed: i. At 850 nanometers, 3.0 dB per Kilometer. ii. At 1300 nanometers, 1.0 dB per Kilometer. b. Fiber Loss, Single mode, Outside Plant Cable, not to exceed: i. At 1310 nanometers, 0.35 dB per Kilometer. ii. At 1550 nanometers, 0.25 dB per Kilometer. c. Fiber Loss, Single mode, Campus Backbone Cable, not to exceed: i. At 1310 nanometers, 0.4 dB per Kilometer. ii. At 1550 nanometers, 0.3 dB per Kilometer. 3. Splice Loss. a. Multimode. i. 0.15 dB for each fusion splice. b. Single Mode. i. 0.06 dB for each fusion splice. 4. Connector Loss a. Multimode. i. 0.75 dB for each mated pair of type SC Connector. b. Single Mode. i. 0.75 dB for each mated pair of type SC, Ultra Physical Contact Connector. ii. 0.30 dB for each mated pair of type SC, Angled Physical Contact Connector. 1. TESTING A.GENERAL 1. Test and report on each intermediate cabling segment separately, including station cabling, horizontal distribution (each segment, if multiple) and telecommunications room wiring. 2. Test each end-to-end cable link. 3. Submit machine-generated documentation and raw data of all test results on Contractor-provided, and Owner's Representative approved, forms; and in electronic format approved by the Owner's Representative. 4. Provide machine-generated data on an appropriate disk media (CD-ROM CD-R format) to be transferred to the Owner's computers. Page 489 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 11 a. Where the machine-generated documentation requires use of a proprietary computer program to view the data, provide the Owner with 1 licensed copy of the software. 5. Provide registered testing software used for the actual tests to the Owner for review of test data. B.Test Equipment: 1. Provide in conformance with the applicable requirements of 17010 Common Work Results for Communications. 2. Test systems using at least one (1) each of the following test measurement devices or their functional equivalents: a. Level III Category Category 6 Cable Tester – Agilent, Fluke, or equal. b. Outside Plant oice Cabling Plant tester - capable of detecting shorts, opens, reversals, mis-wiring and crosstwists. (Siemon STM-8, Fluke or equal). c. Tone Test Sets. d. Optical power meter (HP, Corning Cable Systems, Fluke or equal). Site portable communications systems (walkie-talkie, cell phone or similar). e. Site portable communications systems (walkie-talkie, cell phone or similar). f. Any other items of equipment or materials required to demonstrate conformance with the Contract Documents. C.Station Wiring, General. 1. Test station wire only after all pairs of station wire in an work area have been terminated at both ends, and no work of this Section or other Sections may cause physical disturbance to the wiring. 2. Correct any and all transpositions found. Retest. 3. If any conductor in a station wire tests either open or short, then the entire station wire is to be removed, replaced, and re-tested. D.Inside Category 6 Cabling. 1. Using the listed Category 6 cable test set, test 100 of cabling and submit report on the parameters specified for Category 6 cabling in this Section. Report whether tested link passes or fails the Category 6 standards in Part 2 of this Section. 2. Note exceptions to required Category 6 standards. Remedy and retest. E.Telephone: Outside Plant, Inside Riser Wire: 1. General: a. A new cable shall be tested only after all wires within the cable have been terminated at both ends. b. For unshielded cable, "measurements to ground" means an electrical connection to the Telecommunications Ground Bus, building steel, electrical metallic conduit or a water pipe. c. The Contractor shall correct all defects possible. Page 490 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 12 d. If less than 100 of cable pairs pass testing, the cable shall be deemed unacceptable and shall be replaced. Contractor shall replace, terminate and test new cable at no additional cost to the Owner. 2. Test procedures: a. TEST #1 – Continuity: i. Meter set for 20 ohm full scale ohm reading. Each pair shall be shorted at one end and the loop resistance value read at the other. ii. The difference between the largest and the smallest resistance reading from each pair in the cable shall be no more than 10 percent of the largest reading. b. TEST #2 - Balance, Polarity and Conductor Transpositions: i. Upon passing Test #1, the tester at one end of cable shall ground tip side of each pair in turn. The tester at other end of cable reads resistance to building ground of same conductor. c. RE UIREMENT: Reading for each tip conductor in pair of approximately one-half the loop resistance value from Test #1. 3. Test Report: a. Submit Test Report. Documentation shall include loop resistance regarding any opens, shorts, transpositions found, as well as corrective action taken to correct any found opens, shorts, or transpositions. F.Fiber Optic Cabling. 1. Perform fiber optic cable testing on all installed fiber optic cabling. Submit test results. Notify Owner's Representative in writing at least 48 hours in advance that fiber optic cable testing shall commence. Submit calibration certification for testing equipment to be used. 2. Submit test report no later than five (5) business days after the cables are tested. 3. Test and submit optical power loss test results on each fiber, in each cable, and in both directions under final installation conditions. Submit with the following information: a. Date of test. b. Name of test personnel. c. Fiber cable type and part number. d. Cable Length e. Fiber strand number, buffer tube color, and strand color. f. T location. g. R location. h. Optical Light Source manufacturer, model and serial number. i. Optical Power Meter manufacturer, model and serial number. j. Reference standard, with allowable values for cable attenuation, connector loss, and splice loss. k. Allowable loss for the link under test, calculated as the sum of cable attenuation plus connector loss plus splice loss. Page 491 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 13 l. T wavelength(s). m. Attenuation in dB at the T wavelength(s). 4. Acceptance Tests. a. Power Meter Attenuation Test. i. Perform on all fiber cabling segments. ii. Method: Perform the following measured attenuation tests using the method B of ANSIlEIAffIA-526-14A for multimode strands and ANSIlEIA/TIA-526-7 for singlemode strands. Measure the attenuation of the fiber optic network inclusive of all splices and patch points called for on the Drawings. iii. Measure attenuation between all the coupling points (when applicable) using the insertion method. iv. Perform a reference measurement in dBm to determine the injection power level of the stabilized source. Reference cable shall have the same core diameter as strands under test. Connect the optical source directly to the optical power level meter using 2 reference cables and a coupler. v. Connect the optical source to the strand under test using I of the 2 reference cables attached to the strand's terminal coupler. vi.Connect the optical power level meter to the other end of the strand under test through its terminating coupler using the other reference cable. vii. Obtain the measured attenuation (in dB) by subtracting the reference level (dBm) from the received level (dBm). (1) Periodically during the acceptance tests, check and document the reference level. viii. Test each fiber link for overall attenuation from end-to-end in both directions. ix. Perform the attenuation acceptance test at the 850 nm wavelength for multi-mode and 1310 nm for single-mode. b. OTDR Distance and Attenuation Assessments. i. Perform acceptance testing of all reels of fiber optic cable prior to installation. ii. Perform in accordance with the requirements of: (1) ANSI/EIA/TIA-568-B.l. (2) ANSI/EIA/TIA-568- B.3. (3) TIA/EIA-455-59-A. iii. Test and submit strip charts and/or tracer recordings on all strands in each tube in every cable in one direction. Submit with the following information: (1) Date of test. (2) Name of test personnel. (3) Test wavelength. Page 492 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 14 (4) Pulse duration(s) and scale range(s). (5) Index of refraction. (6) Fiber cable type and part number. (7) Fiber tube and/or fiber strand number. (8) Direction of test. (9) Overall distance. (10) Attenuation in dB. PART 2 PRODUCTS 2.1 COMMUNICATIONS CABLES AND RELATED A. General: 1. Cabling shall be UL listed for the application and shall comply with EIA TIA/EIA-568-B.l, TIA/EIA-568-B.2, TIA/EIA-568-B.3 and NFPA 70. 2. Ship cable on reels and/or in boxes bearing manufacture date for UTP in accordance with ICEA S-90-661 and optical fiber cables in accordance with ICEA S-83-596 for all cable used on this project. Cabling manufactured more than 12 months prior to date of installation shall not be used. 3. Comply with applicable Code for insulation, jacket, marking and listing for applicable use. a. In plenum spaces, provide type CMP or OFNP cabling. b. In riser spaces, provide type CMR or OFNR cabling. c. Under outside plant cabling conditions, provide type CM or OFN cabling. PART 3 EXECUTION 3.1 GENERAL A. All system cabling and terminations be installed in accordance with the manufacturer's instructions and as shown. B. All necessary interconnections, services, and adjustments required for a complete and operable system shall be provided. All installation work must be done in accordance with the safety requirements set forth in the general requirements of ANSI C2 and NFPA 70. C. Coordinate insulation displacement (quick connect) terminal devices with wire size and type. Comply with manufacturer's recommendations. Make connections with automatic impact type tooling set to recommended force. D. Tin terminated shield drain wires and insulate with heat shrinkable tubing. E. Dress, lace or harness all wire and cable to prevent mechanical stress on electrical connections. No wire or cable shall be supported by a connection point. Provide service loops where harnesses of different classes cross, or where hinged panels are to be interconnected. F. Correct unacceptable wiring conditions including but not limited to: 1. Deformed, brittle or cracked insulation. 2. Torn or worn cable jacket. Page 493 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 15 3. Excessively scored cable jackets. 4. Insulation shrunken or stripped further than 1/8" away from the actual point of connection within a connector, or on a punch block. 5. Ungrommeted, unbushed, or uninsulated wire or cable entries. 6. Deformation or improper radius of wire or cable. 3.2 SPLICING A. All wire and cable shall be continuous and splice-free for the entire length of run between designated connections or terminations. 1. At designated splices, maintain conductor color code across all splices. a. All shielded cables shall be insulated. Do not permit shields to contact conduit, raceway, boxes, panels or equipment enclosures. b. Within buildings, make splices only in designated terminal cabinets and/or on designated equipment backboards. 3.3 PULLING IN A. erify that all raceway has been de-burred and properly joined, coupled, terminated, and bushed prior to installation of cables. erify that all raceway is clear of foreign matter and substances prior to installation of wire or cable. B. Inspect all conduit bends to verify proper radius. Comply with Code for minimum permissible radius and maximum permissible deformation. C. Apply a chemically inert lubricant to all wire and cable prior to pulling in conduit. Do not subject wire and cable to tension greater than that recommended by the manufacturer. Use multi-spool rollers where cable is pulled in place around bends. Do not pull reverse bends. D. Provide a box loop for all wire and cable routed through junction boxes or distribution panels. Cable loops and bends shall not be bent at a radius greater than that recommended by the manufacturer. 3.4 SUPPORT A. Secure all wire and cable run vertically for continuous distances greater than thirty (30) feet. Secure robust non-coaxial cables with screw-flange nylon cable ties or similar devices appropriate to weight of cable. For all other cables, provide symmetrical conforming nonmetallic bushings or woven cable grips appropriate to weight of cable. B. Separation. Conform to the following table with respect to separation from power and radio frequency (RF) sources. Provide at least twice the listed separation at fluorescent light fixtures, ballasts and similar high intensity Electromagnetic Field sources, including but not limited to motors, transformers and copiers. Page 494 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17100 17100 – STRUCTURED CABLING, BASIC MATERIALS & METHODS Page 16 Separation of Telecommunications Cabling and Pathways from 480 or Lower Power Lines Condition Minimum Separation Distance 2k A 2-5k A 5k A Unshielded power lines or electrical 5 in. 12 in. 24 in. equipment in proximity to open or nonmetal pathways Unshielded power lines in proximity 2.5 in. 6 in. 12 in. to a grounded metal conduit pathway Power lines enclosed in a grounded N/A 3 in. 6 in. metal conduit (or equivalent shielding) in proximity to a grounded metal conduit pathway C. Support: Provide support for all cabling. Conform to the restrictions of the National Electric Code and Section 17029. END OF SECTION Page 495 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17116 17116 – COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES Page 1 SECTION 17116 COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES PART 1 GENERAL 1.1 SCOPE OF WORK A.Communications racks and cabinets. B.Communications Rack Mounted Power Protection and Power Strips. 1.2 RELATED WORK IN OTHER SECTIONS A.Section 17026 - Grounding and Bonding for Communications Systems. B.Section 17033 - Conduits and Backboxes for Communications Systems. C.Section 17036 - Cable Trays for Communications Systems. D.Section 17126 - Communications Rack Mounted Power Protection and Power Strips. E.Section 17150 - Communications Horizontal Cabling. 1.3 REFERENCES A.American National Standards Institute (ANSI). 1. EIA-310-D (1992) Cabinets, Racks, Panels, and Associated Equipment (ANSI/EIA/310-D). 2. ANSI-J-STD-607-A Commercial Building Grounding (Earthing) and Bonding Requirements for Telecommunications (ANSIIJ-STD-607-A-2002). B.International Conference of Building Officials (lCBO). 1. AC156 ICBO ES Acceptance Criteria for Seismic ualification Testing of Nonstructural Components (Jul. 2004). C.Telecordia Technologies. 1. Network Equipment Building System (NEBS) GR-63-CORE (Seismic Zone 4). 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods. 1.6 SE UENCING A.Not used. PART 2 PRODUCTS 2.1 GENERAL A. Keys. 1. Key all boxes, cabinets, enclosures, panels, controls, doors and related provided for similar usage within a system identically. 2.2 E UIPMENT ENCLOSURE SYSTEMS A. General: Page 496 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17116 17116 – COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES Page 2 1. Provide enclosure systems including, but not limited to enclosures, cabinets, cases and related panels and accessories as specified herein. Provide size and quantity as shown on drawings or scheduled. 2. Provide color as shown on drawings. If no color is shown on drawings, submit manufacturer's standard color chips for selection. 3. Provide enclosure systems conforming to the UBC/CBC, latest edition, for seismic design. 4. Equipment Enclosures: Each rack provided with frame angles tapped 10-32, ANSI/EIA 310-D Universal Spaced. B. Relay Rack 1. Drawing Reference(s). a. R15. b. R15S. 2. Construction. a. Two wide vertical side channels tapped with EIA mounting holes on both sides, 3 EIA channel construction. b. Full 19" wide EIA Frame fits standard equipment forms - assemblies with non-standard opening widths not permitted. c. Two (2) Base Angles. d. Two (2) Top angles. e. 7 ft Tall. f. 44 EIA Rack Units minimum. g. Horizontal and vertical cable management unless otherwise indicated on plans. 3. Manufacturers: a. CPI 46353-703 b. Or equal. C. Equipment Rack, Zone 4, Front, Rear and Side Access. 1. Drawing References: R22. 2. Construction: a. Manufacturer tested Zone 4 assembly, rated for at least 900 pounds of uniformly distributed load. b. ertical Height (Min): 44RU. c. Depth: 36" minimum. d. No front or rear door. e. Fully Adjustable 19" Mounting Rails, DIN Slot on EIA spacing standard. f. Full height receptacle strip, at least two (2) circuits, 20A, unless otherwise noted, as specified in Section 17126. g. Provide each rack with the following accessory shelves: i. One (1) Exhaust Fan Panel, top or rear doors, at least 200 CFM. h. Gangable. Racks have been designed such that they are suitable for installation either as a single, standalone unit, or in a row of identical racks (gangable). Page 497 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17116 17116 – COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES Page 3 i. Single rack installation. Provide side panels at both sides. ii. Multirack installation in a row. Bolt racks together using means provided by manufacturer. Omit side panels except at ends of row of racks - provide at ends of rows of racks. 3. Manufacturers. Provide manufacturer's accessories or 3rd party accessories as specified elsewhere in this Section for other specified elements. Coordinate selected shelves, fans and similar with rack submitted for finish and mounting means: a. Middle Atlantic/DataTel MRK4436PRO with MRK-Z4 Base angles, MW4 FT-FC top w/4 fans. b. Or equal. 2.3 RACK PANELS AND ACCESSORIES A. Rack Mounting Screws: 1. Screws 10-32; length as required for at least 1/4" excess when fully seated; oval head with black plastic non marring cup washer or equivalent ornamental head; nickel, cadmium or black plated; Phillips, Allen Hex, Square- Tip or Torx drive. Slotted screws are not acceptable. PART 3 EXECUTION 3.1 MOUNTING A. Unless otherwise noted, all floor supported equipment racks shall be bolted to the structure in accordance with the requirements of the CBC, the UBC and the contractors approved structural engineering submittal demonstrating the method to be used to conform to these requirements. B. Rows of identical racks shall be bolted together, in addition to being bolted to the floor, and bonded to form a single electrical ground plane. C. Wall mounted equipment racks and cabinets shall similarly be bolted to structural members in accordance with the requirements of the CBC, the UBC and the contractors approved structural engineering submittal demonstrating the method to be used to conform to these requirements. 3.2 E UIPMENT ENCLOSURE RACK AND E UIPMENT BACKBOARD FABRICATION A. Combustible material, other than incidental trim of indicated equipment, is prohibited within equipment racks. B. Provide permanent labels for all equipment and devices. C. Floor racks to be bolted floor unless otherwise indicated. D. Access shall not require demounting or de-energizing of equipment. Install access covers, hinged panels, or pull-out drawers to insure complete access to terminals and interior components. E. Provide a permanent label on the front of each equipment rack including the rack designation, and the circuit breaker number and associated electrical distribution panel designation servicing same. F. Where wiring of mixed types are called for on the plans, maintain separation of wiring classifications as specified in the individual sections of the Communications Page 498 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17116 17116 – COMMUNICATIONS CABINETS, RACKS, FRAMES AND ENCLOSURES Page 4 Work. Separately dress, route and land microphone, audio line level and data cables and related on the right side of the equipment enclosure, as viewed from the rear; dress, route, and land loudspeaker level, data and control cables on the left side of the equipment enclosure, as viewed from the rear. G. Provide vertical wire management of cabling within the rack independent of the adjustable EIA mounting rails. ertical wiring management provided by the contractor within the rack shall not prevent such rails from being moved as required by the Owner. H. Dress and support cabling at a minimum of 24 inch on center. I. Access shall not require demounting or de-energizing of equipment or cabling. Install access covers, hinged panels, or pull-out drawers to insure complete access to terminals and interior components. J. Fasten removable covers containing any wired component with a continuous hinge along one side, with associated wiring secured and dressed to provide an adequate service loop. Provide an appropriate stop locks to hold all hinged panels and drawers in a serviceable position. K. Provide permanent labels for all equipment and devices. Where possible, fasten such labels to the rack frame or to blank or vent panels which will remain in place when active equipment is removed for possible service. L. At audio and video jack fields, provide service loop to permit removal of jack fields from rack sufficient to conveniently access all jack contacts for routine cleaning and maintenance. Organize the service loop and harness such that reasonable reconnection of jacks and jack normals is possible without cutting apart the harness. M. Coordinate the design and execution of wire harnessing of multi-bay audio and video rack ensembles with conditions of delivery to installation locations at Project Site, and with the requirement herein for test of the completely wired system in the shop prior to delivery to the Project Site. Organize the wiring harnesses such that they will fold within one shippable unit without risk of damage, or provide polarized multi-pin connectors and related interconnect systems as specified elsewhere herein. 3.3 SIGNAL GROUNDING BONDING PROCEDURES A. Comply with National Electrical Code and the California Electric Code. Bond equipment racks to ground in accordance with the California Electric Code and ANSI/EIA/TIA 607 and Section 17026. B. Unless otherwise noted maintain a unipoint ground scheme. C. Equipment enclosures shall not be permitted to touch each other unless bolted together and electrically bonded. END OF SECTION Page 499 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 1 SECTION 1711 COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS PART 1 GENERAL 1.1 SCOPE OF WORK A.This Section defines material standards for: 1. Copper Termination Assemblies, including: a. Rack and cabinet mounted copper patch panels. b. Backboard, rack and cabinet mounted terminal blocks. 2. Fiber Termination Assemblies, including: a. Fiber connectors. b. Rack and cabinet mounted fiber patch panels. c. Backboard mounted fiber terminal boxes. 3. Hybrid Copper/Fiber Termination Assemblies. 1.2 RELATED WORK UNDER OTHER SECTIONS A.Section 17010 – Common Work Results for Communications. B.Section 17026 - Grounding and Bonding for Communications Systems. C.Section 17100 - Structured Cabling, Basic Materials and Methods. D.Section 17113 - Communications Entrance Protection. E.Section 17116 - Communications Cabinets, Racks, Frames and Enclosures. F.Section 17123 - Communications Cable Management. G.Section 17130 - Communications Interior Backbone Cabling. H.Section 17140 - Communications Outside Plant Backbone Cabling. I.Section 17150 – Communications Horizontal Cabling. 1.3 REFERENCES A.ELECTRONIC INDUSTRIES ALLIANCE (EIA). 1. EIA-310-D (1992) Cabinets, Racks, Panels, and Associated Equipment (ANSI/EIA/310- D). 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods. 1.6 SE UENCING A.Not used. PART 2 PRODUCTS 2.1 COPPER CABLE TERMINATION DE ICES AND RELATED A. Category 5e oice Termination Block. 1. Drawing reference(s): a. 66TB6 6 pair Page 500 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 2 b. 66TB25 25 pair c. 66TB50 50 pair d. 66TB100 100 pair e. 66TB300 300 pair f. 66TB600 600 pair 2. General: Insulation displacement connector blocks consisting of oxygen free mechanical fastening system arranged in a flame-retardant molded plastic fastened to a mounting bracket. 3. Features/Functions: a. "66" type terminals. 4. Construction/Implementation. a. Provide complete with stand-off mounting bracket. b. Provide cable management D-rings at the bottom of and between each column of blocks. 5. Manufacturer: a. Siemon S66M1-50 b. Or equal. B. Category 5e oice Termination Block with Pre-wired RJ21 (50 Pin) connector. 1. Drawing reference(s): a. 66PWTB100 100 pair b. 66PWTB200 200 pair c. 66PWTB300 300 pair d. 66PWTB600 600 pair 2. Features/Functions: a. 66 type terminal block with pre-wired RJ21 connector for 25 pairs on each side of block. b. Meets or exceeds Category 5e performance. 3. Manufacturers: a. Siemon S66M2-5W b. Or equal. C. Data and oice Icons 1. Icons shall be provided for all patch panel ports. 2. Manufacturer: a. Icons for Patch Panel A shall be ORANGE, Ortronics P/N OR- 40323200 (package of 100) or equal. b. Icons for Patch Panel B shall be ORANGE, Ortronics P/N OR- 40323200 (package of 100) or equal. c. Icons for Patch Panel C shall be ORANGE, Ortronics P/N OR- 40323200 (package of 100) or equal. d. Icons for Patch Panel D shall be BLUE, Ortronics P/N OR-40326100 (package of 100) or equal. D. Category 6 Data and oice Patch Panels, Rack Mounted. 1. This section applies to patch panels used to distribute BOTH data and voice connections. See paragraph 2.1.E for specifications for patch panels used to distribute voice only Page 501 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 3 2. Drawing Reference: C6PP, where refers to port count. 3. Functions/Features: a. Shall meet or exceed the current TIA/EIA 568-B.1, B.2 and proposed ISO/IEC 11801-B defined ohm copper cable channel specifications. b. 19" EIA rack mountable. c. 24 ports per EIA rack unit (1.75"). d. Arranged in groups of six (6) ports on steel panel. e. Ports shall be factory numbered, 1 through 96, 1 through 48, and 1 through 24 f. Jacks on front. g. Terminations on rear. h. Holder for port identifier designation strips on front. i. Integral cable management bar at rear. 4. Manufacturer: a. Ortronics Clarity Category 6 96-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD66U96. b. Ortronics Clarity Category 6 48-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD66U48. c. Ortronics Clarity Category 6 24-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD66U24. d. Or equal. E. Category 5e oice Patch Panels, Rack Mounted. 1. This section applies to patch panels used to distribute voice connections ONLY. See paragraph 2.1.D for specifications for patch panels used to distribute data and voice connections. 2. Drawing Reference: C5ePP, where refers to port count. 3. Functions/Features: a. Shall meet or exceed the current TIA/EIA 568-B.1, B.2 and proposed ISO/IEC 11801-B defined ohm copper cable channel specifications. b. 19" EIA rack mountable. c. 24 ports per EIA rack unit (1.75"). d. Arranged in groups of six (6) ports on steel panel. e. Ports shall be factory numbered, 1 through 96, 1 through 48, and 1 through 24 f. Jacks on front. g. Terminations on rear. h. Holder for port identifier designation strips on front. i. Integral cable management bar at rear. 4. Manufacturer: a. Ortronics Clarity Category 5e 96-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD5E6U96. b. Ortronics Clarity Category 5e 48-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD5E6U48. Page 502 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 4 c. Ortronics Clarity Category 5e 24-port, 8-position, 8-conductor, high- density modular to 110 patch panel, P/N OR-PHD5E6U24. d. Or equal. F. oice Termination Frames 1. All voice backbone termination blocks and stand-off brackets shall be mounted on an approved termination frame unless otherwise specified on the drawings. a. Homaco 200-pair voice termination frame P/N 50M-201-R19 Wall/Rack Module. b. Homaco 400-pair voice termination frame P/N 50M-201-D19 Wall/Rack Module. c. Homaco 600-pair voice termination frames P/N 50M-201-T19 Wall/Rack Module. d. Or equal. 2.2 FIBER CABLE TERMINATION DE ICES AND RELATED A. Fiber Optic Connectors and Related: 1. General. a. Connectors to comply with: i. EIA/TIA-4750000-C. ii. EIA/TIA-604-3A. 2. Connectors: a. SC, unless otherwise noted or scheduled. b. Connector performance per TIA/EIA – 568B.3 and the following: i. Insertion Loss: (1) Multimode: a. Less than or equal to 0.75 dB per mated pair. (2) Single mode, UPC a. Less than or equal to 0.75 dB per mated pair. (3) Single mode, APC a. Less than or equal to 0.30 dB per mated pair. ii. Return Loss: (1) Single mode, Ultra Polish, greater than or equal to 55 dB. (2) Single mode, Angled Physical Contact, greater than or equal to 65 dB. iii. Manufacturer: (1) Connector. a. Berk-Tek/Nexans b. Or equal. B.Fiber Optic Pigtails, Fusion Splicing 1. Fiber optic terminations shall be performed using fusion spliced factory pigtails with SC connectors unless otherwise specified on the drawings. 2. Pigtails for fusion spliced terminations of 50/125 micron multimode fiber: Page 503 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 5 a. Manufacturer: i. 1-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626PF9FR-FZ002M or equal. ii. 6-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626SF4ZR-FZ002M or equal. iii. 12-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626TF4ZR-FZ002M or equal. 3. Pigtails for fusion spliced terminations of 8.3/125 micron singlemode fiber: a. Manufacturer: i. 1-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626PC9FR-RZ002M or equal. ii. 6-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626SC4ZR-RZ002M or equal. iii. 12-fiber pigtails 2 meter, SC connector, Ortronics P/N OR- 626TC4ZR-RZ002M or equal. C. Heat Shrink Sleeves 1. All splices shall utilize heat shrink sleeves for splice protection. a. 60 mm heat shrink sleeves shall be used in all 12 inch splice trays. b. 40 mm heat shrink sleeves are acceptable in 6 inch splice trays where 60 mm heat shrink sleeves either will not fit or are not recommended by the splice tray manufacturer. c. Manufacturer: i. Heat shrink sleeves for splices in surface mount fiber patch/splice cabinets Ortronics P/N OR-20500043 or equal. ii. Heat shrink sleeves for splices in rack mount fiber splice cabinets Ortronics P/N OR-20500130 or equal. D. Splice Trays 1. All finished splices (with heat shrink sleeve in place) shall be mounted and stored within splice trays compatible with the splice enclosure being used. All slack in 250- and 900-micron coated fibers shall be carefully coiled and stored inside the tray. 2. Manufacturer: a. Splice trays for fusion splices in surface mount fiber patch/splice enclosures Ortronics P/N OR-62600003 or equal. b. Splice trays for fusion splices in rack mount fiber splice enclosures Ortronics P/N OR-61500016 or equal. E. Fiber Optic Adapter Panels 1. Manufacturer: a. Adapter panels for multi mode fiber terminations in surface mount or rack mount patch or patch/splice cabinets 6-SC duplex (12 fibers), metal adapters, phosphor-bronze alignment sleeves, Ortronics P/N OR-615SCDSM6 or equal. b. Adapter panels for single mode fiber terminations in surface mount or rack mount patch or patch/splice cabinets 6-SC duplex (12 fibers), Page 504 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 6 blue adapters, ceramic alignment sleeves, Ortronics P/N OR- 615SCDSM6C or equal. F. Fiber Patch Enclosure, Wall Mount 1. Drawing Reference: FPEW, where refers to the fiber patch panel count. 2. Features/Functions: a. Provides a location for packaging fiber optic cables with direct terminations. b. Two compartments, separated by a partition loaded with fiber optic adapter panels. i. Left side typically for storing incoming cable slack and connecting terminated fibers. ii. Right side typically for patching rack-mounted network equipment. c. Suitable for indoor use. d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel. e. Cable can be inserted/removed laterally via removable mending plate or similar. f. Interior cable storage rings or spools. g. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access. h. Provides strain relief for entrance cables. 3. Manufacturer: a. Patch enclosures for up to 24 fibers Ortronics P/N OR-615SMFC- L -12P or equal. b. Patch enclosures for up to 48 fibers Ortronics P/N OR-615SMFC- 24P or equal. c. Patch enclosures for up to 96 fibers Ortronics P/N OR-615SMFC- 48P or equal. G. Fiber Patch/Splice Enclosure, Wall Mount 1. Drawing Reference: FPSEW, where refers to the fiber patch panel count. 2. Features/Functions: a. Provides a location for splicing and packaging fiber optic cables. b. Two compartments, separated by a partition loaded with fiber optic adapter panels. i. Left side typically for storing incoming cable slack and splice trays and connecting terminated fibers. ii. Right side typically for patching rack-mounted network equipment. c. Suitable for indoor use. d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel. Page 505 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 7 e. Cable can be inserted/removed laterally via removable mending plate or similar. f. Interior cable storage rings or spools. g. Threaded stud or similar anchoring point for stacking and securing splice trays. h. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access. i. Provides strain relief for entrance cables. 3. Manufacturer: a. Patch/splice enclosures for up to 48 fibers Ortronics P/N OR- 615SMFC-24P/S or equal. b. Patch/splice enclosures for up to 96 fibers Ortronics P/N OR- 615SMFC-48P/S or equal. H. Fiber Patch Enclosure, Rack Mount 1. Drawing Reference: FPER, where refers to the fiber patch panel count. 2. Features/Functions: a. 19" EIA rack mount. b. Provides a location for packaging fiber optic cables with direct terminations. c. Two compartments, separated by a partition loaded with fiber optic adapter panels. i. Rear (larger) side typically for storing incoming cable slack and connecting terminated fibers. ii. Front (smaller) side typically for patching rack-mounted network equipment. d. Suitable for indoor use. e. Constructed of 0.125 inch minimum thick aluminum or powder coated steel. f. Cable can be inserted/removed laterally via removable mending plate or similar. g. Interior cable storage rings or spools. h. Tamper-proof hardware - separate locking sections for cable terminations and patch panel access. i. Provides strain relief for entrance cables. j. Suitable for reentry, if required for future maintenance or modification, without damage to the cable or terminated fibers. 3. Manufacturer: a. Patch enclosures for up to 36 fibers Ortronics P/N OR-615MMC- 18P-00 or equal. b. Patch enclosures for up to 72 fibers Ortronics P/N OR-615MMC- 36P-00 or equal. c. Patch enclosures for up to 144 fibers Ortronics P/N OR-615MMC- 72P-00 or equal. I. Fiber Splice Enclosure, Rack Mount Page 506 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1711 17119 – COMMUNICATIONS TERMINATION BLOCKS AND PATCH PANELS Page 8 1. Drawing Reference: FSER, where refers to the fiber splice count. 2. Features/Functions: a. 19" EIA rack mount. b. Provides a location for packaging fusion spliced fiber optic cables. c. Suitable for indoor use. d. Constructed of 0.125 inch minimum thick aluminum or powder coated steel. e. Interior cable storage rings or spools. f. Provides strain relief for entrance cables. g. Integral threaded stud or steel wire frame for organizing and securing splice trays h. Suitable for reentry, if required for future maintenance or modification, without damage to the cable or terminated fibers. 3. Manufacturer: a. Splice enclosures for up to 48 fibers Ortronics P/N OR-615MMC- 48S-00 or equal. b. Splice enclosures for up to 96 fibers Ortronics P/N OR-615MMC- 96S-00 or equal. PART 3 EXECUTION 3.1 R S 17130 C I B C R R O P C W EF A BDF. 3.2 R S 17100 S C , B M A M . 3.3 R S 17150 C H C . END OF SECTION Page 507 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1712 17123 – COMMUNICATIONS CABLE MANAGEMENT Page 1 SECTION 17123 COMMUNICATIONS CABLE MANAGEMENT PART 1 GENERAL 1.1 SCOPE OF WORK A.Section includes provision of cable management for cabling installed under the work of this Project as well as for Owner furnished patch cords at equipment racks. B.Scope includes: 1. Innerduct. a. Interior. b. Outside Plant. 2. Cable End Spillway. 3. Backboard Cable Management. 4. Patch Panel Cable Management at racks and cabinets. 1.2 RELATED WORK IN OTHER SECTIONS A.Section 17033 - Conduits and Backboxes for Communications Systems. B.Section 17036 - Cable Trays for Communications Systems. C.Section 17039 - Surface Raceways for Communications Systems. D.Section 17053 - Identification for Communications Systems. E.Section 17100 - Structured Cabling, Basic Materials and Methods. F.Section 17116 - Communications Cabinets, Racks, Frames and Enclosures. G.Section 17119 - Communications Termination Blocks and Patch Panels. H.Section 17150 - Communications Horizontal Cabling. 1.3 REFERENCES A.American Society for Testing and Materials (ASTM). 1. ASTM D2239-03 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter. B.Underwriters Laboratories (UL). 1. UL 910 Test for Flame-Propagation and Smoke-Density alues for Electrical and Optical-Fiber Cables used in Spaces Transporting Environmental Air (Nov. 1998). 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cab ling, Basic Materials and Methods. 1.6 SE UENCING A.Not used. PART 2 PRODUCTS 2.1 CONDUIT CABLE MANAGEMENT Page 508 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1712 17123 – COMMUNICATIONS CABLE MANAGEMENT Page 2 A.Conduit End Waterfall Spillway. 1.Drawing Reference: CEW. 2. Features/Functions: a.Spillway fastens to end of EMT conduit, provides radius sweep, open on top, solid from below. b.Maintains proper bend radii for fiber/cable. c.Provides tie points for fire pillow retention. d.Supports up to 100 lbs. of hanging fiber/cable. e.Clamp for securing to EMT. f.Self-fastening tie down system for supporting cabling. 3. Construction: a. Fire Retardant ABS. 4. Manufacturers: a.Bejed BJ-2049 Spillway. b.Or equal (no known equal). 2.2 HORI ONTAL PATCH PANEL CABLE MANAGEMENT A.Patch Panel Cable Management, Rack Mounted, Snap Cover. 1.Drawing References: a. 1 RU: RMWM1C b. 2 RU: RMWM2C c. 3 RU: RMWM3C 2. Construction. a. EIA 19 or 23" Rack Mount, as required. b. Continuous flexible system of fingers and slots. c. De-burred to avoid snagging patch cord jacket. d. Snap Cover. 3. Manufacturer, EIA 19 rack mount: a. 1 RU CPI 30139-719 or equal. b. 2 RU CPI 30130-719 or equal. c. 3 RU CPI 30131-719 or equal. 4. Manufacturer, EIA 23 rack mount: a. 1 RU CPI 30139-723 or equal. b. 2 RU CPI 30130-723 or equal. c. 3 RU CPI 30131-723 or equal. 2.3 ERTICAL CABLE MANAGEMENT A.Cable Management, ertical, latches. 1.Drawing References: a. Single-Sided Narrow: CMSSNC b. Single-Sided Wide: CMSSWC c. Double-Sided Narrow: CMDSNC d. Double-Sided Wide: CMDCWC 2. Construction. a. Bolts to racks specified in Section 17116. b. De-burred and supplied with protective edge guards to avoid snagging patch cord jacket. Page 509 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1712 17123 – COMMUNICATIONS CABLE MANAGEMENT Page 3 c. System of latches to retain cables. d. Manufacturer: i. Single-Sided Narrow CPI 11730-703 or equal. ii. Single-Sided Wide CPI 11374-703 or equal. iii. Double-Sided Narrow CPI 12096-703 or equal. iv. Double-Sided Wide CPI 11729-703 or equal. 2.4 BACKBOARD CABLE MANAGEMENT A. Fiber Management Ring, Preformed Loop. 1. Drawing Reference: FMR 2. Construction: a. 24 inch diameter steel ring stores fiber slack using elco fasteners at regular intervals around ring. b. Screw fastens to backboard at BDF or IDF. 3. Manufacturer: a. Leviton 48900-0FR. b. Or equal (no known equal). B. Wire Management Rings, Wall/Ceiling Mounted: 1. Drawing References/Functions Features: a. WMRB - Bridle Ring Type, Threaded Lag Screw. b. WMRC - Closed Ring, U shaped assembly with two screw holes at ends. c. WMRO - Open, Re-enterable Split Ring permitting cables to be inserted midspan, two screw holes at ends. d. WMP - Steel back board with 4 inch deep min, 8 inch wide vertical wire management rings, front enterable. Provide trough at bottom of each column of WMP. e. WMP T - Narrow, steel back board with 4 inch deep min, 3 inch wide vertical wire management rings, front enterable. 2. Provide as required to support indicated cable bundle and location. 3. Provide type WMRB at wood frame construction for cable hung from underside of ceiling, unless otherwise noted. 4. Manufacturers: a. WMRB: i. B-Line Fasteners, BR Series. ii. Senior Industries. iii. T&B iv. Or equal. b. WMRC: i. AllenTel ii. Chatworth Products Wall Mount Closed D Ring. iii. Senior Industries. iv. Or equal. c. WMRO: i. AllenTel. ii. Chatworth Products Wall Mount Open Ring. Page 510 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 1712 17123 – COMMUNICATIONS CABLE MANAGEMENT Page 4 iii. Commscope/Systimax, Inc. iv. Siemon. v. Or equal. d. WMP: i. Siemon S188- to match adjacent terminal blocks with S188-WD. ii. Ortronics OR-806003194 or OR-806003196 to match terminal blocks. iii. By any manufacturer listed for 110TB under Section 17119 – Communications Termination Blocks and Patch Panels. iv. Or equal. e. WMP T: i. Siemon SI10M-WM- to match adjacent terminal blocks. ii. By any manufacturer of listed for 110TB under Section 17119Communications Termination Blocks and Patch Panels. iii. Or equal. PART 3 EXECUTION 3.1 GENERAL A. Refer to Section 17130 Communications Indoor Backbone Cabling for requirements for cable routing within IDF's, and BDF's. 3.2 INNERDUCT INSTALLATION A. Schedule of Application. 1. Underground. a. At 4" ducts and inside maintenance holes and vaults, place fiber cabling and 50 pair and smaller copper telephone cabling inside WMID. b. Omit WMID at conduits smaller than 4 . c. At tray conditions in utility tunnel and at backboard, cable runway and tray conditions at communications closets, protect fiber cabling with ID Innerduct. d. Retention/Sealing of ducts at conduit entrances. 2. At plenum tray conditions, provide IDP. 3. At 4" and larger interior conduits, provide WMID. Provide plenum rated WMID at plenum ceiling conditions. 3.3 CONDUIT END WATERFALL A. Fasten securely to conduit end wherever cabling will exit conduit 18" or more above the cable tray to prevent damage due to cabling due to weight of cable bearing on a conduit end. B. Secure cabling with integral cable restraint system. END OF SECTION Page 511 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17126 17126 – COMMUNICATIONS RACK MOUNTED POWER PROTECTION AND POWER STRIPS Page 1 SECTION 17126 COMMUNICATIONS RACK MOUNTED POWER PROTECTION AND POWER STRIPS PART 1 GENERAL 1.1 SCOPE OF WORK A.Section includes provision of power strips at racks and cabinets installed under the work of this Project. 1.2 RELATED WORK IN OTHER SECTIONS A.Section 17116 - Communications Cabinets, Racks, Frames and Enclosures. 1.3 REFERENCES A.ELECTRONIC INDUSTRIES ALLIANCE (EIA). 1. EIA-31 0-D (l992) Cabinets, Racks, Panels, and Associated Equipment (ANSIIEIA/31 0- D). 1.4 SUBMITTALS A.Conform with the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.5 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods. 1.6 SE UENCING A.Not used. PART 2 PRODUCTS 2.1 E UIPMENT ENCLOSURE PWER, PROTECTION AND SIGNAL GROUNDING A. Comply with applicable Codes. Provide UL Listed devices suitable for commercial use. Provide all junction boxes, raceway, fittings, wire, supports and fastenings as required for complete installation. Unless otherwise noted, provide receptacles of NEMA 5-15R configuration. B. Full Height Receptacle Strip, One (1) Circuit, 15A. 1. Features/Construction: a. Not less than 70" Long. b. Not less than eleven (11) 15A receptacles. c. Integral circuit breaker. d. NEMA 5-15P plug on 6' cord. e. UL Listed Assembly. f. Provide mounting hardware as necessary to attach to rack interior. 2. Manufacturers: a. Middle Atlantic/Datatel. b. Or equal. C. Full Height Receptacle Strip, One (1) Circuit, 20A. Page 512 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 17126 17126 – COMMUNICATIONS RACK MOUNTED POWER PROTECTION AND POWER STRIPS Page 2 1. Features/Construction: a. Not less than 70" Long. b. Not less than eleven (11) 15A receptacles. c. Integral circuit breaker. d. NEMA 5-20P plug on 6' cord. e. UL Listed Assembly. f. Provide mounting hardware as necessary to attach to rack interior. 2. Manufacturers: a. Midde Atlantic PD-1020C-NS. b. Or equal. PART 3 EXECUTION 3.1 CONFORM WITH THE RE UIREMENTS OF SECTION 17116 AND THE FOLLOWING A. Mounting: 1. Mechanically fasten strips to the rack/cabinet being served using strip or rack being served. 2. Mount strip so that it does not impede user access to: a. ertical wire management integral to the racks. b. Front and rear movement of adjustable EIA mounting rails supplied with the rack or cabinet. c. Mounting of Owner furnished EIA rack mountable equipment within the served rack. 3. Unless otherwise noted, the strip to be mounted to derive power from electrical receptacles mounted to the cable tray above the rack or drop box receptacles beneath the floor. Mount strip so that the power cord reaches the provided receptacles without: a. Causing tension on the power cord. b. Putting it in direct contact with signal cabling. c. Putting it in contact with sharp edges. d. Lacing it to parts intended to be movable, including, but not limited to: i. Slide out drawers and shelving. ii. Rack mounted for Owner furnished servers on pullout rails. iii. EIA adjustable mounting rails. END OF SECTION Page 513 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 1 SECTION 17130 COMMUNICATIONS INDOOR BACKBONE CABLING PART 1 GENERAL 1.1 SCOPE OF WORK A.Work of this Section includes: 1. Indoor Copper Backbone Cabling between Communications Rooms and communications terminal nodes other than station cabling. 2. Indoor Optical Fiber Backbone Cabling between Communications Rooms and communications terminal nodes other than station cabling. 3. Terminate fiber on patch panels as specified in Section 17119. 4. Terminate copper cabling on terminal blocks as specified in Section 17119. Provide terminal block, high pair count copper connector cabling and rack mounted patch panels to permit Owner's telephone contractor to cross connect the entrance and riser cabling to individual station ports using Owner furnished patch cords. 5. For all cabling: a. Test cabling to demonstrate performance to specified standards or better using test equipment and methods as specified in Section 17100. b. Label cables, jacks, plates and patch panels as specified in Section 17053. c. Document on Record Documents as described in Section 17010. B.Related work in other Sections. 1. Section 17026 - Grounding and Bonding for Communications Systems. 2. Section 17029 - Hangers and Supports for Communications Systems. 3. Section 17033 - Conduits and Backboxes for Communications Systems. 4. Section 17036 - Cable Trays for Communications Systems. 5. Section 17053 - Identification for Communications Systems. 6. Section 17100 - Structured Cabling, Basic Materials and Methods. 7. Section 17116 - Communications Cabinets, Racks, Frames and Enclosures. 8. Section 17119 - Communications Termination Blocks and Patch Panels. 9. Section 17123 - Communications Cable Management. 10. Section 17126 - Communications Rack Mounted Power Protection and Power Strips. 11. Section 17150 - Communications Horizontal Cabling. 1.2 REERENCES A.Refer to Section 17100 - Structured Cabling, Basic Materials and Methods. 1.3 SUBMITTALS A.Conform to the requirements of Section 01300 - Administrative Requirements and Section 17010 - Common Work Results for Communications. 1.4 DELI ERY, STORAGE AND HANDLING Page 514 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 2 A.Procedures: In accordance with Section 01600 - Product Requirements and Section 17100 - Structured Cabling, Basic Materials and Methods. 1.5 SE UENCING A.Not used. PART 2 PRODUCTS 2.1 COPPER BACKBONE CABLING A. General: 1. Each conductor shall be a minimum of 22 or 24 AWG. 2. Complies with: a. ICEA S-90-661. b. EIA TIA/EIA-568-B.1. c. EIA TIA/EIA-568-B.2. d. NEMA WC 63.1 e. UL444. 3. Solid conductor 100 ohm multipair UTP (Unshielded twisted pair), formed into 25 pair binder groups covered with a gray thermoplastic jacket. 4. Imprinted with: a. Manufacturers name or identifier. b. Flammability rating. c. Gauge of conductor. d. Transmission performance rating (category designation). e. At regular intervals not to exceed 2 feet. 5. The word "FEET" or the abbreviation "FT" shall appear after each length marking. 6. Provide communications general purpose (CM or CMG), communications plenum (CMP) or communications riser (CMR) rated cabling in accordance with NFPA 70. a. Type CMP and CMR may be substituted for type CM or CMG and type CMP may be substituted for type CMR in accordance with NFPA 70. b. Meets EIA/TIA Category 3. c. USOC color code. d. NEC Type CM or CMG. 7. Color coding shall comply with industry standards for 25 pair cables. B. Inside Distribution Wire, Horizontal. 1. Drawing Reference ** pro T-IDW, where **refers to required pair count. 2. Construction: a. 2 to 600 pair count voice pair cabling in overall jacket. b. Meets EIA/TIA Category. c. USOC color code. d. NEC Type CM or CMG. e. Nominal Outside Diameter, not to exceed the following: f. Page 515 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 3 Pair County Outside Diameter (inches) 6 pr. 0.23 12 pr. 0.25 25 pr. 0.34 50 pr. 0.47 100 pr. 0.64 200 pr. 0.97 300 pr. 1.07 400 pr. 1.30 600 pr. 1.50 3. Manufacturer: a. Superior/Essex. b. General Cable. c. Or equal. C. Inside Distribution Wire, Riser. 1. Drawing Reference ** pr. T-IDW-R, where **refers to required pair count. 2. Construction: a. 25 to 600 pair count voice pair cabling in overall jacket. b. P C jacket. c. USOC color code. d. NEC Type CMR. e. Meets EIA/TIA Category 3. f. Nominal Outside Diameter, not to exceed the following: P C O D , : 25 pr. 0.54 50 pr. 0.70 100 pr. 0.86 200 pr. 1.20 300 pr. 1.30 400 pr. 1.50 600 pr. 1.90 3. Manufacturer: a. Superior/Essex. b. General Cable. c. Or equal. D. Inside Distribution Wire, Plenum. 1. Drawing Reference ** pro T-IDW-P, where ** refers to required pair count. 2. Construction: a. 25 to 600 pair count voice pair cabling in overall jacket. b. Plenum rated jacket. c. USOC color code. d. NEC Type CMP. e. Meets EIA/TIA Category 3. f. Nominal Outside Diameter, not to exceed the following: P C O D Page 516 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 4 25 pr. 0.54 50 pr. 0.70 100 pr. 0.86 200 pr. 1.20 300 pr. 1.30 400 pr. 1.50 600 pr. 1.90 3. Manufacturer: a. Superior/Essex. b. General Cable. c. Or equal. 2.2 FIBER OPTIC COMMUNICATIONS CABLING AND RELATED A. General Requirements: 1. Fiber count per cable to comply with minimum counts indicated on the plans. Plans indicate specific cable counts providing quantities of multimode and single mode fiber strands. 2. uantities are minimum quantities. At Contractor's option, provide a greater number. Where a greater number are provided, terminate, test, label and document all strands on fiber patch panels and/or terminal boxes as indicated as if quantity provided were called out for on the plans. 3. Where contract documents call for individual single mode and multimode cables, Contractor may substitute a hybrid cable with the same or greater strand count of each type. 4. Comply with applicable Code for insulation, jacket, marking and listing for applicable use. a. Provide nonconductive optical fiber general purpose cable (OFN or OFNG), nonconductive optical fiber plenum cable (OFNP), and nonconductive optical fiber riser cable (OFNR) rated cable in accordance with NFPA 70 and UL 910. b. Type OFNP or OFNR may be substituted for type OFN or OFNG and type OFNP may be substituted for type OFNR in accordance with NFPA 70. 5. Fiber media shall, at minimum, meet the following performance standards: a. ANSI/EIA/TIA 568-B.l. b. ANSI/EIA/TIA 568-B.3. 6. Fiber media shall, at minimum, meet the following construction standards: a. ICEA S-87-640. b. ICEA S-83-596. c. All dielectric, unless otherwise noted. 7. The cable cordage jacket, fiber, unit, and group color shall be in accordance with EIA TIAIEIA-598-B. a. Colors shall be across specified storage/installation temperature range. b. Means of providing conforming colors shall not degrade performance of cable. Page 517 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 5 8. Jacket: a. Free of splits, holes or blisters. b. Marked and listed in conformance with California Electric Code 770. c. Conform with: i. UL 1666 and ii. NFPA 70. d. Heavy duty construction, Fiberglass Epoxy Rod/Kevlar strength member(s). e. Each fiber to be 100 attenuation tested by the Manufacturer prior to shipping. Manufacturer's test to be affixed to shipping reel. f. Cable shall be imprinted with fiber count, fiber type and aggregate length at regular intervals not to exceed 40 inches. Hybrid fiber optic cable marking shall comply with EIA TIAIEIA-598-B. 9. Performance: a. Temperature Sensitivity: i. Storage: -40C degrees to 70C degrees. ii. Installation: -30C degrees to 70C degrees. b. ariance: i. Multimode. c. Specified attenuation is maximum allowed over entire operating range of cable. i. Single mode: (1) Average change, not more than 0.05 dB/km at 1550 -40C degrees to 70C degrees. ii. Maximum change not more than 0.15 dB/km at 1550 nm. B. Fiber, Multimode - General. 1. Meeting EIA/TIA 568B.3 and EIA TIAIEIA-492AAAB, multimode, 50/125- urn diameter, 0.275 numerical aperture. 2. Construction: a. Multimode fiber strands. b. Core Diameter: 50.0 /- 3.0 m per TIA/EIA -455-176. c. Cladding Diameter: 125 /- 2.0 / m per TIA/EIA-455-176. d. Numerical Aperture:0.200 /- 0.015 per TIA/EIA-455-177. e.&RUHWR&ODGGLQJ2IIVHWP f. Coating Diameter: 245 /- 10 / m per TIA/EIA-455-173 or 163. g. Core and Cladding Non-Circularity. h.&RUHSHU7,$(,$-455-176. i.&ODGGLQJSHU7,$(,$-455-176. j. Graded Index. k. Effective Group Index of refraction: i. 1.49 at 850 nm. ii. 1.49 at 1300 nm. l. Coating to be mechanically strippable, dual layered, U -cured acrylate applied by the fiber manufacturer. Page 518 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 6 3. Each fiber to be 100 proof-tested by the manufacturer to sustain 100 kpsi load minimum per TIA/EIA-455-31. 4. Performance: a. Bandwidth: i. Laser source, per TIA/EIA-492AAAC and draft IEC 60793- 210 for type Al a.2, ensured by DMD performance specifications for sources meeting launch conditions specified in 10 Gigabit Ethernet (IEEE 802.3ae), OIF OC- 192/STM-64 SR-4-04, and draft 10 Gigabit Fiber Channel (Tll.2 10GFC). (1) 850 nm: 950 MHz at 1 km. (2) 1300 nm: 500 MHz at 1km. b. Overfilled Launch/LED, per TIA/EIA-455-204. i. 850 nm: 700 MHz at 1 km. ii. 1300 nm: 500 MHz at 1km. c. Chromatic Dispersion: i. Minimum Zero Dispersion Wavelength: 1297 nm per TIA/EIA-455-168 or 175. ii. Maximum Zero Dispersion Wavelength: 1320 nm per TIA/EIA-455-168 or 175. iii. Maximum Zero Dispersion Slope: 0.101 ps/nm2 ekm per TIA/EIA-455-168 or 175. d. Differential Mode Delay (DMD), ps/m, per DMD test methods TIA/EIA-455-220 and IEC 60793-1-49. i. 850 nm: .70. ii. 1300 nm: .88. e. Attenuation: i. 850 nm: 3.0 dB/km. ii. 1300 nm: 1.0 dB/km. iii. Max attenuation point discontinuity: 0.25 dB at any design wavelength. iv.Bending Attenuation induced 1550 run, with 100 turns on 75mm dia mandrel: 0.50 dB. v. Attenuation Difference at 1380 nm, attenuation at 1300 nm 3.0 dB/km. vi. Water Immersion: Induced attenuation, 23 degrees C water LPPHUVLRQG%NP f. Manufacturers: i. Berk-Tek. ii. Or equal. C. Fiber, Single Mode – General. 1. Meeting EIA/TIA 568B.3 and EIA TIA/EIA-492CAAA, single-mode, 8/125- m diameter, 0.10 numerical aperture. 2. Construction: a. Single mode fiber strands. Page 519 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 7 b. Mode field diameter: 9.3 /- 0.5 m at 1310 nm (measured per Petermann II) 10.5 /- 1.0 m at 1550 nm. c. Core Diameter: 8.3 m. d. Numerical Aperture: 0.11. e. Cladding Diameter: 125 /- 1.0 m. f. Cloating Diameter: 245 /- 10 m. g. Cladding Non-&LUFXODULW\ h.&RUHWR&ODGGLQJ2IIVHWP i.&DEOHG&XWRII:DYHOHQJWK͕FFIQP j. Coating to be mechanically strippable, dual layered, U -cured acrylate applied by the fiber manufacturer. k. Each fiber to be 100 proof-tested by the manufacturer to sustain 100 kpsi load minimum. 3. Performance: a. Chromatic Dispersion: i. Minimum Zero Dispersion Wavelength: 1301.5 run. ii. Maximum Zero Dispersion Wavelength: 1321.5 nm. iii. Maximum Zero Dispersion Slope: 0.092 ps/nm2 per km. b. Dispersion: i.SVQPekm) from 1285 run to 1330 nm. ii. 18 ps/(nm ekm) at 1550 nm. iii.3RODUL]DWLRQ0RGH'LVSHUVLRQSV6457NP c. Attenuation: i.3RLQW'LVFRQWLQXLW\G%DWQPRUQP ii. Water peak attenuation at 1383 /-QPG%NP iii. Bending Attenuation induced 1550 nm, with 100 turns on 75mm dia mandrel 0.10 dB. iv. Water Immersion: Induced attenuation, 23 degrees C water LPPHUVLRQdB/km. d. Manufacturer: i. Berk-Tek. ii. Or equal. D. Fiber Optic Cable, Inside Distribution, Breakout Cable: 1. Drawing References: a. FOM-IDW Multimode, where indicates fiber count. b. FOS-IDW Single Mode, where indicates fiber count. c. FOH-IDW Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted. 2. Fiber: Refer to: a. FIBER, MUL TIMODE, GENERAL, and b. FIBER, SINGLE MODE, GENERAL, as applies. 3. Application: In-building Distribution. Breakout Cable Applications. 4. Approvals: Where used outside conduit, OFN, OFNP, OFNR per NEC 770- 51, as applies. Page 520 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 8 5. Construction: a. Refer additionally to Fiber Cable Construction, General, and elsewhere herein. b. Suitable and approved for indoor use. c. Tight buffer. d. At least one ripcord to facilitate sheath removal. e. Breakout style construction, with individual jacket per fiber with overall outside jacket. f. Maximum Cable Diameter: i. 2 Fibers: .236 ii. 4 Fibers: .285 iii. 6 Fibers: .363 iv. 8 Fibers: .437 v. 10 Fibers: .473 vi. 12 Fibers: .506 g. Performance: i. Maximum attenuation per EIA/TIA-455-61. ii. Multimode. (1)QP3.5 dB/km. (2)QPG%NP iii. Single mode. (1)QPG%NP (2)QPG%NP h. Minimum bend radius: i. During installation: 20 times cable outside diameter. ii. After installation: 10 times cable outside diameter. i. Maximum Safe Longitudinal Load: i. At installation: (1) 2 Fibers: 150lbs. (2) 4 Fibers: 290 lbs. (3) 6 Fibers: 380lbs. (4) 8 Fibers: 480lbs. (5) 10-12 Fibers: 575 lbs. ii. Long term application: (1) 2 Fibers: 25 lbs. (2) 4 Fibers: 90lbs. (3) 6 Fibers: 115 lbs. (4) 8 Fibers: 145lbs. (5) 10-12 Fibers: 75lbs. iii. Crush resistance: 250lb/inch. iv.Impact Resistance: 3.6 ft-lbs., 10 impacts. v. Flex, Twist/Bend 1000 cycles, 22 lbs., 10 x O.D. radius. j. Manufacturer, subject to above: i. Berk-Tek. ii. Or equal. Page 521 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 9 E. Fiber Optic Cable, Riser: 1. Drawing References: a. FOM-R Multimode, where indicates fiber count. b. FOS-R Single mode, where indicates fiber count. c. FOH-R Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted. 2. Fiber: Refer to: a. FIBER, MUL TIMODE, GENERAL, and b. FIBER, SINGLE MODE, GENERAL, as applies. 3. Application: Intra-building distribution in building risers and below building crawl space. 4. Listing: Meeting NEC/CEC OFNR, Listing by nationally recognized testing agency. a. Construction: i. Refer additionally to Fiber Cable Construction, General, and elsewhere herein. ii. Jacket: Subject to listing and rating for vertical riser cable. iii. Tight Buffer construction only, "Core Lock" not required. iv. Otherwise as for FO -OP, except for construction affecting listing. b. Dimensions, not to exceed the following: i. 1 to 4 Fibers: 0.20". ii. 5 to 12 Fibers: 0.28 . iii. 12 to 24 Fibers: 0.50 . iv.25 to 60 Fibers: 0.80 . v. 61 to 108 Fibers: 0.90 . vi. 109 to 144 Fibers: 1.10 . c. Performance: i. As for FO -OP. d. Manufacturer: i. Berk-Tek. ii. Or equal. F. Fiber Optic Cable, Plenum: 1. Drawing References: a. FOM-P Multimode, where indicates fiber count. b. FOS-P Single mode, where indicates fiber count. c. FOH-P Hybrid, where indicates total fiber count. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted. 2. Fiber: Refer to a. FIBER, MULTIMODE, GENERAL, and b. FIBER, SINGLE MODE, GENERAL, as applies. c. Application: Intra-building distribution in building plenum and duct space. Page 522 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 10 3. Listing: Meeting NEC OFNP, Listing by nationally recognized testing agency. 4. Construction: a. Refer additionally to Fiber Cable Construction, General, and elsewhere herein. b. Jacket: Subject to listing and rating for plenum cable. c. Tight Buffer construction only, Core Lock not required. d. Otherwise as for FO -OP, except for construction affecting listing. 5. Dimensions, not to exceed the following: a. 1 to 4 Fibers: 0.20 . b. 5 to 12 Fibers: 0.28 . c. 12 to 24 Fibers: 0.50 . d. 25 to 60 Fibers: 0.80 . e. 61 to 108 Fibers: 0.90 . f. 109 to 144 Fibers: 1.10 . 6. Performance: a. As for FO -OP. 7. Manufacturer: a. Berk-Tek b. Or equal. G. Fiber Optic Cable, Outside Plant, Riser and Inside, Constrained Diameter: 1. Drawing References: a. FOM-OPR Multimode, where indicates fiber count. b. FOS-OPR Single mode, where indicates fiber count. c. FOH-OPR Hybrid, where indicates total fiber. Ratio of Single mode to Multimode within overall count is 1:1, unless otherwise noted. 2. Fiber and Application: a. Inter-building and intra-building distribution in building risers, below building crawl space, manholes and site conduit. b. Specifically suitable for continuous splice free entry into building from OSP interior past without distance limits due to construction and/or cable diameter. 3. Listing: UL OFNR. Meeting NEC OFNR. 4. Construction: a. Refer additionally to Fiber able Construction, General, and elsewhere herein. b. Suitable and approved for wet location. Meets requirements for FO -OP where installed in those locations. c. As for FO -R with not to exceed dimensional constraint, as follows: F C O C D . 2 0.18 4 0.20 6 0.22 8 0.24 Page 523 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 11 10 0.26 12 0.28 14 0.28 16 0.28 18 0.28 24 0.31 30 0.35 36 0.35 48 0.41 60 0.43 72 0.47 84 0.51 96 0.55 108 0.55 120 0.59 132 0.61 144 0.63 156 0.71 5. Performance: a. As for FO -R. 6. Manufacturer: a. Berk-Tek. b. Or equal. PART 3 EXECUTION 3.1 FIBER OPTIC CABLING PRACTICE A. Service Loop. 1. At IDF's and BDF's, at both ends of cables, provide at least 30 feet of fiber in excess of that required to reach the patch panel by a dressed route. Form into a storage loop and fix in place as directed by the Owner's Representative. 2. At the Telecomm Building, provide at least 30 feet of fiber in excess of that required to reach the patch panel by a dressed route. Form into a storage loop and fix in place in the cable vault (outside of the machine room) as directed by the Owner's Representative. B. Splicing. 1. Interior: Provide fusion splices. 2. Exterior: Do not splice at exterior unless splicing is indicated on Plans. In such circumstances, provide fusion splices. C. Termination Methods. 1. Review proposed breakout procedure with the Owner's Representative before beginning this work. 2. Use full cable breakout method. Display both connectorized and non- connectorized fibers entering a patch panel. Page 524 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 12 3. Remove sheath so that no more than 4 inches of unstripped cable enters the panel. 4. Strip back a sufficient amount of cable so that fiber strands wrap at least one full wrap, circle or figure eight, inside the panel with the connectorized ends attached to the most distant bulkhead connectors. 5. Group together the fibers from each binder group with 0.125 inch nylon spiral wrap. (Commscope/Systimax, Panduit, Corning Cable Systems SAN- DT25-06, or equal.) D. Outside Plant. 1. Obtain allowable pulling tension for underground fiber cable from the manufacturer. Use pulling equipment with tension gauges to verify that cable pulls do not exceed allowable pulling tension. 2. Loose Tube, Gel Filled Cabling - No flow of filling when tested in accordance with FOTP-81. E. Loose Tube Breakout. 1. Install breakout tubing over the full exposed length of the fiber strands. 2. Install buffer tubing on all strands, including those not being connectorized as part of this Contract. 3. Reinforce and protect the junction of the cable sheath and buffer tubing using a method approved by the Owner's Representative before beginning this work. 3.2 COPPER BACKBONE TIE CABLE INSTALLATION AND TERMINATION A. General: 1. Backbone cable(s) shall be installed in conduit system unless otherwise noted. B. Sequencing: 1. If the installation of a tie cable requires the disconnection and removal of any existing cable(s) carrying active service prior to installation. a. Notify the Owner's Representative no less than 5 working days in advance of when this work is to be performed. 2. When this work is performed, the newly installed cables must be installed, tested and passed in one 24 hour period beginning when the active service on the existing cable is interrupted. C. Installation of Tie Cable: 1. All tie cable between terminal blocks at IDF rooms shall be continuous, unspliced runs. 2. Termination of oice or Shared Use Tie Cable: a. Cable shall be terminated on 66 Type punch blocks system in the following order: i. Terminate pairs and groups in order top to bottom and then left to right according to insulation or binder color as listed below. ii. Mate is the first wire of the pair to be terminated, Wire is the second. b. Comply with the following table: Page 525 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 13 G P M B W N 1 White Blue 2 White Orange 3 White Green 4 White Brown 5 White Slate 6 Red Blue 7 Red Orange 8 Red Green 9 Red Brown 10 Red Slate 11 Black Blue 12 Black Orange 13 Black Green 14 Black Brown 15 Black Slate 16 Yellow Blue 17 Yellow Orange 18 Yellow Green 19 Yellow Brown 20 Yellow Slate 21 iolet Blue 22 iolet Orange 23 iolet Green 24 iolet Brown 25 iolet Slate 3. Cables containing pair counts of 50 or greater shall be terminated as follows: a. Columns of punch blocks stacked 2 high shall be mounted on the backboard. b. Beginning at the top right of the 1st column, first the blue binder will be punched down, followed by the orange binder directly beneath it. c. Binder punch will continue top to bottom, and then left to right until the entire cable has been terminated. d. Thus a 50-pair cable requires two punch blocks. 4.Upon completing the termination of all cables within an IDF, install a clear plastic cover at each punch block. 3.3 DATA TELEPHONE IDF ROOM LAYOUT A. General: 1. Final backboard design layout within an IDF room shall be approved by the Owner's Representative prior to work beginning on the backboard. 2. Reference the design basis layout in the plans and bring to the Owner's Representative's attention any field conditions that would prevent installation as shown on the plans. Submit for resolution in a timely manner. 3. Layout of cable around backboard: Page 526 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17130 – COMMUNICATIONS INDOOR BACKBONE CABLING Page 14 a. All backbone cable shall be formed around the backboard before either rising or dropping vertically to the punch blocks on which they are to be terminated. b. All backbone cable shall be organized in Wire Management Rings, Split D, Type WMRO. No tywraps or similar bindings are permitted. 4. Termination: a. Terminate voice pairs and BDF tie cable on 66 blocks. 3.4 DATA TELEPHONE NODE AND BDF ROOM LAYOUT A. General: 1. Final backboard and cable runway design layout within the Telecomm Building or within a BDF room shall be approved by the Owner's Representative prior to work beginning. 2. Reference the design basis layout in the plans and bring to the Owner's Representative's attention any field conditions that would prevent installation as shown on the plans. Submit for resolution in a timely manner. B. Layout of cable around backboard: 1. All cables shall be formed around the backboard before either rising or dropping vertically to the punch blocks on which they are to be terminated. 2. All cables shall be organized in Wire Management Rings, Split D, and Type WMRO. No tywraps or similar bindings are permitted. C. For outside plant, flooded cables entering the Telecomm Building, a BDF or an IDF functioning as a building entrance facility: 1. Transition in a splice case to non-flooded cable prior to termination on protector blocks for voice pairs, or on an unprotected 66 block for systems pairs, where such are indicated. Where systems pairs are not indicated, assume all pairs are for voice use. 2. Position the splice case on the backboard where accessible for future service. Orient parallel to floor to prevent continuous gel flow from OSP cabling. Place on cable tray only where such placement is indicated on the plans. END OF SECTION Page 527 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 1 SECTION 17150 COMMUNICATIONS HORI ONTAL CABLING PART 1 GENERAL 1.1 SUMMARY A.Section includes, but is not necessarily limited to provision of: 1.Horizontal Station Cabling a.Horizontal copper station cabling, meeting TIA/EIA Category 6 standards, homerun from receptacles to indicated BDF. Terminate on rack mounted patch panels, as indicated. 2.For all cabling: a.Terminate on patch panels as specified in Section 17119 – Communications Termination Blocks and Patch Panels. b.Test cabling to demonstrate performance meets or exceeds specified standards using test equipment and methods as specified in Section 17100 – Structured Cabling, Basic Materials and Methods. c.Label cables, jacks, plates and patch panels as specified in Section 17053 – Identification for Communications Systems. d.Document on Record Documents as described in Section 17010 – Common Work Results for Communications. B.Related Documents: 1.Specification Section 17010 – Common Work Results for Communications applies to this Section. C.Related Work in Other Sections: 1.Section 17029 – Hangers and Supports for Communications Systems a.J-hooks and hangers for the work of this Section. 2.Section 17033 – Conduits and Backboxes for Communications Systems a.Empty raceway for the work of this Section. 3.Section 17036 – Cable Trays for Communications Sytstems a.Empty tray for the work of this Section. 4.Section 17039 – Surface Raceways for Communications Systems a.Empty raceway for the work of this Section. 5.Section 17053 – Identification for Communications Systems a.Labeling systems and execution for the work of this Section. 6.Section 17119 – Communications Termination Blocks and Patch Panels a.Specification for patch panels and blocks used by work of this Section 7.Section 17123 – Communications Cable Management a.Specification for innerduct, backboard and patch cord management used by the work of this Section. 1.2 REFERENCES A.As listed in Section 17100 – Structured Cabling, Basic Materials and Methods. 1.3 SUBMITTALS Page 528 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 2 A.Conform with the requirements of Section 01300 – Administrative Requirements and Section 17010 – Common Work Results for Communications. 1.4 DELI ERY, STORAGE AND HANDLING A.Procedures: In accordance with Section 01600 – Product Requirements and Section 17100 – Structured Cabling, Basic Materials and Methods. 1.5 SE UENCING A.Not Used. PART 2 PRODUCTS 2.1 GENERAL A.All products shall be NEW. B.All devices shall comply with all parts of ANSI/TIA/EIA 568-B.1, B.2, B.3 Commercial Building Telecommunications Standard. C.The wiring configuration for all telecommunications devices shall be T568-B. D.All UTP cabling shall meet or exceed all requirements in this specification, ANSI/TIA/EIA S-80-576 that are applicable to four-pair inside wiring cable for non- plenum spaces within a building. E.All Copper data cabling and data connectivity products shall be manufacturer- recommended end-to-end combinations (patch cords, station connectors, horizontal cabling, and patch panels). The selected combination must meet the following criteria: 1.ETL erified Components to ANSI/TIA-568-B.2-1 (Category 6) 2.ETL erified Patch Cords to ANSI/TIA-568-B.2-1 (Category 6) 3.ETL erified Communications Cables to ANSI/TIA 568-B.2-1 (Category 6). F.Products are specified throughout this specification either by reference standard or by manufacturer and part number in order to establish quality and performance characteristics of individual products. Contractor s options for selecting each product are as follows: 1.Product specified only by reference standards: Select any product meeting standards. 2.Product specified by naming several products and/or manufacturers: Select any product and/or manufacturer named. 3.Product specified by naming several products and/or manufacturers and reference standards: Select any product meeting standards. Product and/or manufacturer names indicate products and/or manufacturers, which meet standards. 4.Product specified by naming only product: Select product specified. 5.Product specified by naming one or more products and stating or equal with the specified product: Select any product named or submit request for substitution for any product not specifically named. Product substitutions submitted prior to bid shall be handled according to procedures outlined in section 00430 – Supplements to Bid Form. Product substitutions submitted after contract award shall be handled according to procedures outlined in sections 00700 – General Requirements and 01600 – Product Requirements. Page 529 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 3 2.2 DATA AND OICE HORI ONTAL CABLE A.Drawing Reference: 1.Plenum rated (CMP) cables: UTP6-4P, where: cable count 2.Riser rated (CMR) cables: UTP6-4, where: cable count B.The horizontal cable, running to/from each data or voice port, shall be BLUE in color. C.Manufacturer: 1.In plenum spaces, Berk-Tek 4 pair, 24 AWG, Category 6, CMP, LanMark 1000 P/N 10032094 or equal. 2.In spaces not noted as plenum space, Berk-Tek 4 pair, 24 AWG, Category 6, CMR, LanMark 1000 P/N 10032455 or equal. 2.3 MODULAR JACKS AND BLANK INSERTS A.Modular Jacks 1.Single modular inserts for data and voice ports shall be 8-position, 8- conductor, 180 , T568A/B. 2.Manufacturer: a.The modular insert for data port #1 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal. b.The modular insert for data port #2 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal. c.The modular insert for data port #3 shall be DARK ORANGE, Ortronics P/N OR-TJ600-43 or equal. d.The modular insert for data/voice port #4 shall be DARK BLUE, Ortronics P/N OR-TJ600-36 or equal. B.Blank Inserts 1.All empty positions within a faceplates and surface mount boxes shall be filled with blank inserts. 2.Manufacturer: a.Ortronics TracJack, FOG WHITE P/N OR-42100002-88 or equal. 2.4 WORK AREA FACEPLATES AND DE ICE BOXES A.Drawing Reference: 1.MMP4 Wall mount, single gang, 4-port faceplate 2.MMP6 Wall mount, single gang, 6-port faceplate 3.IRR4 Inline surface raceway, single gang, 4-port faceplate 4.IRR6 Inline surface raceway, single gang, 6-port faceplate 5.OMP4 System furniture, 4-port faceplate 6.OMP6 System furniture, 6-port faceplate B.All faceplates shall be UL listed and CSA certified. C.All faceplates shall be constructed of high-impact, ABS plastic UL 94 -0 construction (unless otherwise specified). D.All faceplates shall have a minimum of four (4) modular inserts. E.Manufacturer: Page 530 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 4 1.Wall mount, single gang 4 port faceplate Ortronics TracJack Series, FOG WHITE, P/N OR-40300546 or equal. 2.Wall mount, single gang, 6 port faceplate Ortronics TracJack Series, FOG WHITE, P/N OR-40300545 or equal. 3.Inline surface raceway faceplates shall be from the same manufacturer and product series as the raceway itself. Faceplates shall be specifically designed by the manufacturer to accept the data and voice modular inserts specified in this section. 4.System furniture, 4-port faceplate Ortronics TracJack Series, BLACK, P/N OR-40300633-00 or equal. 2.5 WALL TELEPHONE FACEPLATES A.Drawing References: 1.Wall Mounted Telephone, Flush 2.630A B.Construction, where not otherwise specified, scheduled, or indicated: 1.Mechanically fastened to building or similar. Adhesive fastening is not acceptable. 2.Stainless steel or high strength 94 O plastic. 3.Mounts to single gang ring, single gang box, or surface mount box. Refer to schedule on drawings. 4.Shall accept one (1) modular jack specified in paragraph 2.3. 5.Face of jack is flush with surface of faceplate when mounted into faceplate. C.Manufacturer: 1.Ortronics OR-40300637 2.Or equal. 2.6 DATA PATCH CORDS A.All UTP patch cords shall be factory terminated. B.Lengths at the workstation shall not be less than 5 ft nor more than 9 ft. C.Lengths at the patch panel shall not be less than 3 ft nor more than 15 ft. D.Coordinate lengths in with the owner through the construction chain of command prior to purchasing. E.Manufacturer: 1.3 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC603-06 or equal. 2.5 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC605-06 or equal. 3.7 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC607-06 or equal. 4.9 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC609-06 or equal. 5.15 ft patch cords Ortronics Clarity Category 6, BLUE, P/N OR-MC615-06 or equal. 2.7 OICE PATCH CORDS A.This section applies to patch cords used to distribute dial tone from voice backbone termination blocks to patch panels in the telecommunications Entrance Facility (EF) Page 531 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 5 and each Telecommunications Room (TR) ONLY. See paragraph 2.5 for specifications for patch cords used to distribute data connections in Telecommunications Equipment Rooms (ER), Telecommunications Rooms (TR), and work areas. B.oice patch cords shall be single-ended, 4-pair solid cable assembly, T568B, gray jacket, 20 ft, CMR, no boot C.Manufacturer: 1.Siemon P/N IC5-8A-20 2.Or equal. 2. UNSPECIFIED PRODUCTS A.Any product not specifically addressed in this specification or on the drawings but required in order to provide a complete and functional structured cabling system shall be provided by the telecommunications contractor in a quantity and level of quality consistent with the specified items. Unspecified products shall be approved by the owner through the construction chain of command prior to installation. Product submittal requirements for specified products shall also apply to unspecified products. PART 3 EXECUTION 3.1 GENERAL A.All devices shall comply with ANSI/TIA/EIA 568-B., B.2, B.3 Commercial Buildings Telecommunications Standard. B.All telecommunication outlets shall be T568B wiring configuration. C.All products shall meet or exceed all requirements of this specification. D.The telecommunications contractor s work shall comply with all contract documents including, but not limited to: 1.Architectural floor plans 2.Furniture plans 3.Equipment layouts 4.Electrical contract documents 5.Telecommunications contract documents E.The telecommunications contractor shall coordinate all work with all other trades and: 1.Project manager 2.General contractor 3.Electrical contractor 4.Owner F.The telecommunications contractor shall refer to drawings for pathways including sleeves, conduits, cable trays and runways, and J-hook supports to be utilized for the structured cabling system. G.The telecommunications contractor shall perform work so that progress of entire project including work of other sections is not interfered with or delayed. H.The telecommunications contractor shall obtain detailed installation information from all manufacturers under other specification sections that affect the installation of the Page 532 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 6 structured cabling system and provide information on products furnished under this section that affect work specified in other sections. I.The telecommunications contractor shall not disrupt existing services. Existing services shall remain operational at all times unless there is a compelling need to disrupt them. If such a compelling need is determined to exist, then the telecommunications contractor shall coordinate an outage through the construction chain of command at least 48 hours in advance. 3.2 WORKMANSHIP A.All work shall adhere to the reference standards in Part 1 of this specification. B.Work shall be executed in workmanlike manner and shall be neat, plumb, parallel to the building structure, perpendicular to all electronics and associated cabling and neat in appearance when completed. C.The telecommunications contractor shall maintain maximum headroom at all times and shall not run work exposed unless noted as such on the drawings. D.Material and equipment shall be new and installed according to manufacturer s recommended best practices so that the completed installation operates safely and efficiently. E.The telecommunications contractor is responsible for the greater quantity and better quality where conflicts exist. F.Any reference to telecommunications outlet shall indicate faceplate, modular insert, termination, cabling, labeling, etc. G.All cabling shall be terminated at both ends unless otherwise noted on the drawings. 3.3 DATA AND OICE HORI ONTAL CABLE A.Install one (1) horizontal Category 6 cable from each data and voice modular insert within faceplate to its corresponding patch panel. B.All cables shall be labeled at both ends with the cable ID using equipment and permanent labels approved by the owner. See Section 17053 – Identification for Communications Systems for cable identification specifications. C.All four pairs of each horizontal cable shall be terminated at both ends. 1.One end of the horizontal cable shall be terminated in an 8-position, 8- conductor modular jack at the telecommunications outlet. 2.One end of the horizontal cable shall be terminated in an 8-position, 8- conductor 110 data patch panel within the Telecommunications Room (TR). D.Install cable in specified raceways and cable trays. E.Cable pulling: Pulling tension: Maximum pulling tensions for 4-pair horizontal UTP cable shall not exceed 110N (25 lbf). F.Maintain cable twist to within inch of the main point of Insulation Displacement Contact (IDC). G.When stripping cable for termination remove only a minimum amount (i.e., as little as possible) of cable jacket insulation (not to exceed inch). H.Additional cable slack (Service Loop) shall be provided at both ends for maintenance or future cabling system changes: 1.Telecommunications Entrance Facility (EF)/Telecommunications Rooms (TRs)/Service Loop: 10 feet (arranged in figure 8 or serpentine fashion wherever possible to avoid inductance). Page 533 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 7 2.Work Area or Wall Telephone outlet: 3 feet I.Splices are not permitted in any horizontal cabling. J.No horizontal cable run from modular connector to patch panel shall exceed 90 m (295 ft) including slack. K.Horizontal cable shall run loose throughout all conduits. At no time shall any horizontal cable within a conduit be secured by zip ties, electrical, tape, hook and loop closure straps or similar bindings. L.Cables for corresponding data and voice ports shall be terminated on separate patch panels. See Section 17053 – Identification for Communications Systems for cable identification specifications. 1.Patch panel A shall be used to terminate data port #1 for all stations. 2.Patch panel B shall be used to terminate data port #2 for all stations. 3.Patch panel C shall be used to terminate data port #3 for all stations. 4.Patch panel D shall be used to terminate data/voice port #4 for all stations. 5.Patch panel P shall be used to terminate all wall telephones. 3.4 MODULAR JACKS AND BLANK INSERTS A.Install all data and voice modular inserts. B.Refer to the drawings for configuration and orientation of modular inserts within each data and voice faceplate. C.Refer to the drawings for configuration and orientation of icons. 3.5 WORK AREA AND WALL TELEPHONE FACEPLATES AND DE ICE BOXES A.Install all faceplates and device boxes. B.Refer to the drawings for location of work area and wall telephone faceplates and device boxes. C.Refer to the drawings for configuration and orientation of work area and wall telephone faceplates and device boxes. D.Coordinate exact location, configuration, and orientation of all work area and wall telephone faceplates and device boxes through the construction chain of command prior to installation. 3.6 DATA PATCH CORDS A.The telecommunications contractor shall provide a quantity of patch cords to match 100 percent of the total quantity of data and voice ports terminated within each installed patch panel. B.The telecommunications contractor shall provide a quantity of patch cords to match 100 percent of the total quantity of installed data modular inserts within the data/voice faceplates at the work areas. C.The telecommunications contractor shall deliver all patch cords to Owner s Representative. 3.7 TESTING AND CERTIFICATION A.100 percent of horizontal data and voice cabling shall be tested and certified in accordance with Section 17160 – Communications Structured Cable Testing and Certification. Page 534 of 1527 City of San Luis Obispo Co unications Cabling Standards Section 171 0 17150 – COMMUNICATIONS HORIZONTAL CABLING Page 8 END OF SECTION Page 535 of 1527 APPENDIX APPENDIX 5 APPENDIX D – STRUCTURAL CALCULATIONS Page 536 of 1527 !""#$ % &' ' ()' *# !" # $ !" # ! "# %$ & ' ( &)& *' +&) % ,- ! *$$ . ! Page 537 of 1527 !"#$"%&#%$"%' $() '$#"%%#('*''$' $() '$#%('*''$' $() "%"$""#"#'#)'$% + $(), ""'#('&"%$"-%$%&' . $() ""#'#)'$%#'#)'$% $() %'#('&""%&" $() . / !" # $ !" # ! 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C.D-- $ # @1% #6 --0 -7 --< !9 --0 -77! $ !# 77#! $ !#C --< !<! !9 --0 -77!7 <%E7 '# -7 -77! ,6 7## !-!! !9 --0 -77!7 <%E7 '# -7 -77! ,6 7## -"!< !9 --0 -77!7 <%E7 -"!-! !9 --0 -77!7 <%E7 !"#!$#%& ' ( )% '* '' (%& ++ '* '' Page 2 of 39 8/13/2024_12:18 AM 08/2024 Page 540 of 1527 Page 3 of 39 Page 541 of 1527 Page 4 of 39 Page 542 of 1527 Page 5 of 39 Page 543 of 1527 !" #$%&&&'()!()*!(+!(,!! &! - . - %/ 01 2 ! - & 34$ ()% / & - &' ()*% - && (+% / - &' (,% / - && #$%&&&'&'!!&'!!&5!%416 0!" %#$!6! 1! - % - &' 6% - & - 22 .22 /71%&& &17$%& '8&!%& 9:;+%&'!& ! 1!%00416< 1 9:;+=%00416< 1 9:;+=%&416< 1 !"# $%&'(# ()*(+, - Page 6 of 39 Page 544 of 1527 ! 2 2/ % ! - %2 %2 - '& 416 - %2 ! - &' %2 / ' ! - ' ,%22 - & - %2 2=%&1,> - &0 % =%&1,> - & % 2 ? ! - *$;<! *% .2 2 / - && <% .2 2 / - &' $;% - && 6* // &&0 % & @2 .% 0 ?%&&'1,>! @2% &&0 1,:1%&!'416!%0 416 1,:1=%0 416< 1 1,:1=%0416< 1 !"# $%&'(# ()*(+, - Page 7 of 39 Page 545 of 1527 ! 9:;+=%00416< 1 9:;+=%&416< 1 2 . % % &''8% 1% !8! 4,;,>*:A;% &' '&B 1% 0 9:;+% /= / !"# $%&'(# ()*(+, - Page 8 of 39 Page 546 of 1527 Page 9 of 39 SLO PD 2504-05-PS23 FENCE CONNECTION TO EXISTING WALL 06/24 Fp Fence Attachment to (E) CMU Wall DETAIL 33/S-321 Scale: NTS q = 33.7 psf *from spreadsheet* As = 8ft x 5ft = 40ft^2 Open Section = 0.5 (50%) As = 20ft^2 Fw = 404.4lbs M2over = Fw x 30" = 12,132#-in M2dead = 0.9 x 150 lbs. x 1" = 135 #-in Tw = 12,132 #-in + 135#-in = 2044.5 lbs / 2 anchors 6" Tw = 1022.3 lbs / anchor Vw = 404.4 lbs / 2 anchors = 202.2 lbs / anchor Load Amplification from 1500 psi CMU Tw = 1022.25/0.866 = 1180.43 lbs / anchor Vw = 202.2/0.866 = 233.5 lbs / anchor USE SET-3G w/ 3/8" Ø F1554 Gr. 36 w/ 3" EMBED 4" WELD Wp 3' 1' 5' 2. 5 ' 6" USE A36 PLATE 1'-3" x 0.75' x 0'-1/4" Page 547 of 1527 Page 10 of 39 SLO PD 2504-05-PS23 FENCE CONNECTION TO EXISTING WALL 06/24 Fp Fence Attachment to (E) Wood Wall DETAIL 43/S-321 Scale: NTS 4" WELD Wp 2' 6' 3' (NDS 12B) Geometry of Bolts: 9.5" 2. 7 5 " Use 0'-11" x 9.5" x 0'-1/4" A36 Steel Plate 5. 5 " 2. 7 5 " 11 " q = 33.7 psf *from spreadsheet* As = 8ft x 6ft = 48ft^2 Open Section = 0.5 (50%) As = 24ft^2 Fw = 485.3lbs M2over = Fw x 36" = 17,470.8#-in M2dead = 0.9 x 150 lbs. x 1" = 135 #-in Tw = 17,470.8 #-in + 135#-in = 3201 lbs 6" Vw = 485.3 lbs / 2 anchors = 242.7 lbs / anchor Z⊥' = 360 lbs * Cd = 360lbs(1.6) = 576 lbs USE (4) 5/8" Ø x 1 1/2" BOLTS CHECK PLATE FOR CRUSHING: PER 2018 NDS CHAPTER 3.10: Cb =1 F'c_PERP = 625 * 1 = 625 PSI f'c = 3201 lbs / (104.5 SQ IN - 2 SQ IN) = 31.2 PSI < 625 PSI , OK 1.5" Page 548 of 1527 Pole Footing Embedded in Soil LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Post 1 Footing RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 12.0 200.0 1,500.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . in Allow Passive . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +0.60WGoverning Load Combination Lateral Load 0.3888 Moment 1.711 k-ft Minimum Required Depth 5.250 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 341.947 psf Allowable 342.810 psf Controlling Values ft^2Footing Base Area 0.7854 Maximum Soil Pressure 0.0 ksf k k k k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.6480 4.40 k k k k k k k ft Lateral Distributed Loads (kl TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000 0.13 1.0000.0 341.90.389 1.711+0.60W 5.25 1.000342.8 304.20.292 1.283+0.450W 4.63 1.000305.9 Page 11 of 39 Page 549 of 1527 Pole Footing Embedded in Soil LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Rolling Gate Post RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 36.0 200.0 1,500.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . in Allow Passive . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +D+0.60WGoverning Load Combination Lateral Load 1.359 Moment 5.232 k-ft Minimum Required Depth 5.375 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 354.829 psf Allowable 355.773 psf Controlling Values ft^2Footing Base Area 7.069 Maximum Soil Pressure 0.2122 ksf k k k 1.50 k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 2.265 3.850 k k k k k k k ft Lateral Distributed Loads (kl TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000D Only 0.13 1.0000.0 354.81.359 5.232+D+0.60W 5.38 1.000355.8 315.71.019 3.924+D+0.450W 4.75 1.000316.4 354.81.359 5.232+0.60D+0.60W 5.38 1.000355.8 0.00.000 0.000+0.60D 0.13 1.0000.0 Page 12 of 39 Page 550 of 1527 Pole Footing Embedded in Soil LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Gate Footing RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 12.0 200.0 1,500.0 No Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . in Allow Passive . . . . . . . . . . . . . . . . pcf Max Passive . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +0.60WGoverning Load Combination Lateral Load 0.2028 Moment 0.8923 k-ft Minimum Required Depth 4.0 ft k NO Ground Surface Restraint Pressures at 1/3 Depth Actual 263.557 psf Allowable 264.915 psf Controlling Values ft^2Footing Base Area 0.7854 Maximum Soil Pressure 0.0 ksf k k k k k Applied Loads k Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.3380 4.40 k k k k k k k ft Lateral Distributed Loads (kl TOP of Load above ground surface BOTTOM of Load above ground surface k/ft k/ft k/ft k/ft k/ft k/ft k/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000 0.13 1.0000.0 263.60.203 0.892+0.60W 4.00 1.000264.9 235.70.152 0.669+0.450W 3.63 1.000236.7 Page 13 of 39 Page 551 of 1527 General Footing LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU WALL FOOTING (Full Height), RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 1.50 Analysis Settings 200.0 ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,155.92 150.0 =0.30Flexure = 0.90 Shear = Values 0.00180 2.0 Soil Passive Resistance (for Sliding) 1.150 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth = ksf when max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.150Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 3.50 ft Length parallel to Z-Z Axis = 3.50 ft = Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 16.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 4.0 Bars parallel to Z-Z Axis Reinforcing Bar Size = 5 Number of Bars = 4.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 1.408 DLr ksf LS P : Column Load OB : Overburden = k WE M-zz V-x = =k V-z k 2.696 M-xx = k-ft= k-ft 3.836 H = Page 14 of 39 Page 552 of 1527 General Footing LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU WALL FOOTING (Full Height), RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.5069 Soil Bearing 0.7603 ksf 1.50 ksf +D+0.70E about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.860 Overturning - Z-Z 2.685 k-ft 4.994 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03785 Z Flexure (+X) 0.7635 k-ft/ft 20.172 k-ft/ft +1.20D+E PASS 0.01703 Z Flexure (-X) 0.3434 k-ft/ft 20.172 k-ft/ft +0.90D+E PASS 0.01222 X Flexure (+Z) 0.2464 k-ft/ft 20.172 k-ft/ft +1.40D PASS 0.01222 X Flexure (-Z) 0.2464 k-ft/ft 20.172 k-ft/ft +1.40D PASS 0.03035 1-way Shear (+X) 2.494 psi 82.158 psi +0.90D+E PASS 0.01509 1-way Shear (-X) 1.239 psi 82.158 psi +1.20D+E PASS 0.008349 1-way Shear (+Z) 0.6859 psi 82.158 psi +1.40D PASS 0.008349 1-way Shear (-Z) 0.6859 psi 82.158 psi +1.40D PASS 0.01615 2-way Punching 2.654 psi 164.317 psi +1.40D Top reinforcing mat required (see 'Bending' tab). Hand check required for anchor pullout. Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 1.50 n/a0.3883 0.3883 n/a 0.2590.0n/a X-X, +D+0.60W 1.50 n/a0.3883 0.3883 n/a 0.2590.0n/a X-X, +D+0.70E 1.50 n/a0.3883 0.3883 n/a 0.2590.0n/a X-X, +D+0.450W 1.50 n/a0.3883 0.3883 n/a 0.2590.0n/a X-X, +D+0.5250E 1.50 n/a0.3883 0.3883 n/a 0.2590.0n/a X-X, +0.60D+0.60W 1.50 n/a0.2330 0.2330 n/a 0.1550.0n/a X-X, +0.60D+0.70E 1.50 n/a0.2330 0.2330 n/a 0.1550.0n/a Z-Z, D Only 1.50 0.3883n/a n/a 0.3883 0.259n/a0.0 Z-Z, +D+0.60W 1.50 0.1642n/a n/a 0.6124 0.408n/a4.081 Z-Z, +D+0.70E 1.50 0.01626n/a n/a 0.7603 0.507n/a6.775 Z-Z, +D+0.450W 1.50 0.2202n/a n/a 0.5564 0.371n/a3.061 Z-Z, +D+0.5250E 1.50 0.1093n/a n/a 0.6673 0.445n/a5.081 Z-Z, +0.60D+0.60W 1.50 0.008857n/a n/a 0.4571 0.305n/a6.802 Z-Z, +0.60D+0.70E 1.50 0.0n/a n/a 0.6670 0.445n/a11.291 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio X-X, D Only None 0.0 k-ft Infinity OK X-X, +D+0.60W None 0.0 k-ft Infinity OK X-X, +D+0.70E None 0.0 k-ft Infinity OK X-X, +D+0.450W None 0.0 k-ft Infinity OK X-X, +D+0.5250E None 0.0 k-ft Infinity OK X-X, +0.60D+0.60W None 0.0 k-ft Infinity OK X-X, +0.60D+0.70E None 0.0 k-ft Infinity OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z, +D+0.60W 1.618 k-ft 8.324 k-ft 5.146 OK Z-Z, +D+0.70E 2.685 k-ft 8.324 k-ft 3.10 OK Z-Z, +D+0.450W 1.213 k-ft 8.324 k-ft 6.861 OK Z-Z, +D+0.5250E 2.014 k-ft 8.324 k-ft 4.133 OK Z-Z, +0.60D+0.60W 1.618 k-ft 4.994 k-ft 3.087 OK Z-Z, +0.60D+0.70E 2.685 k-ft 4.994 k-ft 1.860 OK Page 15 of 39 Page 553 of 1527 General Footing LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU WALL FOOTING (Full Height), RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMu Side Surface Gvrn. As Phi*Mn X-X, +1.40D 0.2464 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.40D 0.2464 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D 0.2112 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D 0.2112 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+0.50W 0.2112 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+0.50W 0.2112 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+W 0.2112 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+W 0.2112 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+E 0.2112 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +1.20D+E 0.2112 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D+W 0.1584 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D+W 0.1584 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D+E 0.1584 +Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK X-X, +0.90D+E 0.1584 -Z Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.40D 0.2464 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.40D 0.2464 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D 0.2112 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D 0.2112 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+0.50W 0.01865 -X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+0.50W 0.4038 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+W 0.1739 -X Top 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+W 0.5963 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+E 0.3325 -X Top 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +1.20D+E 0.7635 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D+W 0.2258 -X Top 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D+W 0.5444 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D+E 0.3434 -X Top 0.3456 ACI 7.6.1.1 0.3543 20.172 OK Z-Z, +0.90D+E 0.7525 +X Bottom 0.3456 ACI 7.6.1.1 0.3543 20.172 OK One Way Shear X Vu @ +XLoad Combination... Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.69 0.69 0.69 82.16 0.01psipsipsipsi OK +1.20D 0.59 0.59 0.59 82.16 0.01psipsipsipsi OK +1.20D+0.50W 0.06 1.24 1.24 82.16 0.02psipsipsipsi OK +1.20D+W 0.71 1.89 1.89 82.16 0.02psipsipsipsi OK +1.20D+E 1.24 2.46 2.46 82.16 0.03psipsipsipsi OK +0.90D+W 0.86 1.75 1.75 82.16 0.02psipsipsipsi OK +0.90D+E 1.05 2.49 2.49 82.16 0.03psipsipsipsi OK One Way Shear Z Load Combination... Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.69 0.69 0.69 82.16 0.01psipsipsipsi OK +1.20D 0.59 0.59 0.59 82.16 0.01psipsipsipsi OK +1.20D+0.50W 0.59 0.59 1.24 82.16 0.02psipsipsipsi OK +1.20D+W 0.59 0.59 1.89 82.16 0.02psipsipsipsi OK +1.20D+E 0.59 0.59 2.46 82.16 0.03psipsipsipsi OK +0.90D+W 0.44 0.44 1.75 82.16 0.02psipsipsipsi OK +0.90D+E 0.44 0.44 2.49 82.16 0.03psipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVu Phi*VnLoad Combination... +1.40D 2.65 164.32 0.01615 OKpsipsi +1.20D 2.27 164.32 0.01384 OKpsipsi +1.20D+0.50W 2.27 164.32 0.01384 OKpsipsi +1.20D+W 2.27 164.32 0.01384 OKpsipsi +1.20D+E 2.28 164.32 0.01387 OKpsipsi +0.90D+W 1.71 164.32 0.01039 OKpsipsi Page 16 of 39 Page 554 of 1527 General Footing LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU WALL FOOTING (Full Height), RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVu Phi*VnLoad Combination... +0.90D+E 1.78 164.32 0.01085 OKpsipsi Page 17 of 39 Page 555 of 1527 Masonry Column LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU Pilaster RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Masonry Column LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU Pilaster RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per TMS 402-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Analysis Settings psi E - Rebar = 29,000.0 ksi Tie Bar Size Tie Bar Spacing = 8.0 in Column Data =Column width along X-X = 15.625 in 15.625 in Column depth along Y-Y Longitudinal Bar Size = 5.0 factor for Strength Design=0.90 # =Bars per side at +Y & -Y 2 =Bars per side at +X & -X 2 inCover from ties = 3.0 inActual Edge to Bar Cente 3.6875= 3#=psi 32000= 60000= 2,000.0 Fs - Allowable = Fy - Yield Grade 60Rebar Grade 1.0 = 900.0 Analysis Method pcf Overall Column Height = Top Free, Bottom FixedEm = f'm * Construction Type = 9.333 ft= 61.0 Solid Grouted Hollow Concrete Mason = Column Density = End Fixity Condition psiF'm Fr - Rupture psi =Strength Design Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT X-X Axis = 9.333 ft, K Unbraced Length for buckling ABOUT Y-Y Axis = 9.333 ft, K Brace condition for deflection (buckling) along columns : Service loads entered. Load Factors will be applied for calculations.Applied Loads Column self weight included : 15.823 lbs * Dead Load Factor AXIAL LOADS . . . BENDING LOADS . . . Lat. Uniform Load creating Mx-x, W = 0.03370 k/ft Lat. Point Load at 4.0 ft creating Mx-x, W = 0.5180 k Lat. Point Load at 4.0 ft creating Mx-x, E = 2.740 k DESIGN SUMMARY Pu 0.9 * Pn Mu-x 0.9 * Mn-x : ( TMS 402-16, Sec 5.3.1.3 )( TMS 402-16, Sec. 9.3.4.1.1 ) ( TMS 402-16, Sec. 5.3.1.1(b) ) Governing K * Lu / Dimension <= 3 ( TMS 402-16, Sec. 5.3.1.1(a) ) 4.511 Ry 4.511 Rx PASS Maximum SERVICE Load Reactions . . Top along X-X 0.000 k Bottom along X-X 2.740 k Maximum SERVICE Load Deflections . . . 0.305 Load Combination : 1 Along x-x Location of max.above base 0.034 +1.20D+E in at 9.333ft above base for load combination : E Only At maximum location values are . . . 0.000 ft Bending Check Results Maximum Bending Stress Ratio = k-ft Reinforcing Area Check Pa = 0.80 [ 0.80 f'm (An - Ast) + FyAst) * [1-(h/(140*r))^2]As : Actual Reinforcement 1.240 Compressive Strength 0.610 Min. Side Dim. >= 8" Min. Tie Dia. = 1/4", # 3 bar provided Max Tie Spacing = 10.00 in, Provided = 8.00 in PASS Dimensional Checks PASS Check Column Ties (TMS 402-16, Sec 5.3.1.4) 9.766 287.247 kPASS Min: 0.0025 * An Max: 0.04 * An k k-ft 0.019 0.316 -10.960 35.928 k Load Combination Results Load Combination Maximum Moments Stress Ratio Location Actual AllowStatus Actual Allow Maximum Bending Stress Ratios Maximum Axial Load +1.40D PASS 287.1180.06264 0.02215 0.0 k-ftk k k-ftft.0000760 53.715 +1.20D PASS 287.1180.0 0.01899 0.0 k-ftk k k-ftft.0000650 53.715 +1.20D+0.50W PASS 0.71950.0 0.01899 1.770k-ftk k k-ftft0.0490 36.115 +1.20D+W PASS 0.31600.0 0.01899 3.540k-ftk k k-ftft0.09852 35.928 +1.20D+E PASS 0.31600.0 0.01899 10.960 k-ftk k k-ftft0.3050 35.928 +0.90D+W PASS 0.31600.0 0.01424 3.540k-ftk k k-ftft0.09852 35.928 +0.90D+E PASS 0.31600.0 0.01424 10.960 k-ftk k k-ftft0.3050 35.928 Page 18 of 39 Page 556 of 1527 Masonry Column LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU Pilaster RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Masonry Column LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:CMU Pilaster RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Note: Only non-zero reactions are listed. Load Combination Y-Y Axis Reaction Axial Reaction @ Base @ Top @ Base Maximum Reactions D Only k 0.016 kk +D+0.60W 0.500 k 0.016 kk +D+0.70E 1.918 k 0.016 kk +D+0.450W 0.375 k 0.016 kk +D+0.5250E 1.439 k 0.016 kk +0.60D+0.60W 0.500 k 0.009 kk +0.60D+0.70E 1.918 k 0.009 kk W Only 0.833 k kk E Only 2.740 k kk Maximum Deflections for Load Combinations Max. Y-Y DeflectionLoad Combination Distance D Only 0.0000 ftin 0.000 +D+0.60W 0.0075 ftin 9.333 +D+0.70E 0.0236 ftin 9.333 +D+0.450W 0.0056 ftin 9.333 +D+0.5250E 0.0177 ftin 9.333 +0.60D+0.60W 0.0075 ftin 9.333 +0.60D+0.70E 0.0236 ftin 9.333 W Only 0.0125 ftin 9.333 E Only 0.0335 ftin 9.270 Cross Section Interaction Diagram Page 19 of 39 Page 557 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 0.00 3.00 0.00 8.00 1,500.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil = ft Active Heel Pressure = psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure = psf/ft Allow Soil Bearing = psf Soil Density, Toe 110.00 pcf Footing||Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load = 0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist = 0.00 ft Wind on Exposed Stem psf33.7= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load = 0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width = 0.00 ft...Height to Top =0.00ft Eccentricity = 0.00 in...Height to Bottom = 0.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning =0.0ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= Stem Weight Seismic Load F lbs=Added seismic base force 0.0/ Wpp 0.000 gWeight Multiplier Page 20 of 39 Page 558 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =3.60 Global Stability = 9.37 OK Sliding = 7.14 OK Total Bearing Load = 701 lbs ...resultant ecc. = 3.74 in Eccentricity within middle third Soil Pressure @ Toe = 678 psf OK Soil Pressure @ Heel = 23 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 949 psf ACI Factored @ Heel = 32 psf Footing Shear @ Toe = 2.0 psi OK Footing Shear @ Heel =0.2psi OK Allowable = 82.2 psi Sliding Calcs Lateral Sliding Force =91.8 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 280.4 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 16.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.068 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable = 3,566.5 =psi Shear.....Allowable = 80.5psi Wall Weight = 84.0psf Rebar Depth 'd' = 3.81in Masonry Data f'm = 2,000psiFy=psi 60,000 Solid Grouting =Yes Modular Ratio 'n'= 16.11 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method SD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level = 161.8lbsStrength Level Service Level Strength Level = 242.6ft-# Service Level Strength Level =1.8psi Design Method = SD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Anet (Masonry) = 91.50in2 Page 21 of 39 Page 559 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: 0.67 1.33 16.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 = ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 = 3,000psi Toe Width = ft Heel Width = Key Distance from Toe Key Depth Key Width = in =in = 0.00 0.00 0.00 ft Footing Thickness =in 2.00= Cover @ Top =2.00 in@ Btm.= 3.00 in Total Footing Width = 150.00 pcfFooting Concrete Density Fy = 60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 20.83 in, #8@ 27.43 in, #9@ 34.72 in, #10@ 44.09 in #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 20.83 in, #8@ 27.43 in, #9@ 34.72 in, #10@ 44.09 in = None Spec'd = = = = = 949 188 109 79 1.95 82.16 Heel: 32 30 80 50 0.23 82.16 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing = # 4 @ 6.94 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = # 4 @ 6.94 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.69 0.35 #4@ 6.94 in #5@ 10.76 in #6@ 15.28 in in2 in2 /ft If two layers of horizontal bars: #4@ 13.89 in #5@ 21.53 in #6@ 30.56 in supplemental design for footing torsion. phiMn 20,86919,302= ft-# OKOK Page 22 of 39 Page 560 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-# lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 60.7 2.83 171.9 = = 48.9 0.33 16.3= = = Stem Weight(s)Seismic Stem Self Wt = 252.0 1.00 252.1 Earth @ Stem Transitions =Footing Weight = 400.0 1.00 400.0 Key Weight = Added Lateral Load lbs =185.7 Vert. Component Total = 700.9 668.4 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total = R.M. =91.8 O.T.M. = Resisting/Overturning Ratio =3.60 Vertical Loads used for Soil Pressure = 700.9 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 0.0 1.67 1.67 0.0 0.0 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 31.1 0.44 13.8 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.028 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 23 of 39 Page 561 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing K_cover=7.3125, K_spacing=16, K_diam=5.625, and K_min=5.625 Lap Splice length for #5 bar specified in this stem design segment (25.4.2.3a) = 25.00 in Development length for #5 bar specified in this stem design segment = 12.11 in Hooked embedment length into footing for #5 bar specified in this stem design segment = 9.59 in As Provided =0.2325 in2/ft As Required =0.0149 in2/ft Page 24 of 39 Page 562 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Page 25 of 39 Page 563 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Wind) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Page 26 of 39 Page 564 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 0.00 3.00 0.00 8.00 1,500.0 35.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil = ft Active Heel Pressure = psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure = psf/ft Allow Soil Bearing = psf Soil Density, Toe 110.00 pcf Footing||Soil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load = 0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist = 0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load = 0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width = 0.00 ft...Height to Top =0.00ft Eccentricity = 0.00 in...Height to Bottom = 0.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning =0.0ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= Stem Weight Seismic Load F lbs=Added seismic base force 120.1/ Wpp 0.681 gWeight Multiplier Page 27 of 39 Page 565 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =1.89 Global Stability = 9.37 OK Sliding = 4.33 OK Total Bearing Load = 701 lbs ...resultant ecc. = 6.62 in Eccentricity outside middle third Soil Pressure @ Toe = 1,042 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,459 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.3 psi OK Footing Shear @ Heel =1.0psi OK Allowable = 82.2 psi Sliding Calcs Lateral Sliding Force =151.2 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 280.4 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht" = Masonry Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 16.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.072 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable = 3,566.5 =psi Shear.....Allowable = 80.5psi Wall Weight = 84.0psf Rebar Depth 'd' = 3.81in Masonry Data f'm = 2,000psiFy=psi 60,000 Solid Grouting =Yes Modular Ratio 'n'= 16.11 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method SD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level = 171.6lbsStrength Level Service Level Strength Level = 257.4ft-# Service Level Strength Level =1.9psi Design Method = SD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Anet (Masonry) = 91.50in2 Page 28 of 39 Page 566 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: 0.67 1.33 16.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 = ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 = 3,000psi Toe Width = ft Heel Width = Key Distance from Toe Key Depth Key Width = in =in = 0.00 0.00 0.00 ft Footing Thickness =in 2.00= Cover @ Top =2.00 in@ Btm.= 3.00 in Total Footing Width = 150.00 pcfFooting Concrete Density Fy = 60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 20.83 in, #8@ 27.43 in, #9@ 34.72 in, #10@ 44.09 in #4@ 6.94 in, #5@ 10.76 in, #6@ 15.27 in, #7@ 20.83 in, #8@ 27.43 in, #9@ 34.72 in, #10@ 44.09 in = None Spec'd = = = = = 1,459 271 109 162 3.29 82.16 Heel: 0 0 80 80 0.99 82.16 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing = # 4 @ 6.94 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = # 4 @ 6.94 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.69 0.35 #4@ 6.94 in #5@ 10.76 in #6@ 15.28 in in2 in2 /ft If two layers of horizontal bars: #4@ 13.89 in #5@ 21.53 in #6@ 30.56 in supplemental design for footing torsion. phiMn 20,86919,302= ft-# OKOK Page 29 of 39 Page 567 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-# lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 120.1 = = 48.9 0.33 16.3= = = Stem Weight(s)2.83 340.4Seismic Stem Self Wt = 252.0 1.00 252.1 Earth @ Stem Transitions =Footing Weight = 400.0 1.00 400.0 Key Weight = Added Lateral Load lbs =354.2 Vert. Component Total = 700.9 668.4 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total = R.M. =151.2 O.T.M. = Resisting/Overturning Ratio =1.89 Vertical Loads used for Soil Pressure = 700.9 lbs If seismic is included, the OTM and sliding ratiosmay be 1.1 per section 1807.2.3 of IBC. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 0.0 1.67 1.67 0.0 0.0 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 31.1 0.44 13.8 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.043 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 30 of 39 Page 568 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing K_cover=7.3125, K_spacing=16, K_diam=5.625, and K_min=5.625 Lap Splice length for #5 bar specified in this stem design segment (25.4.2.3a) = 25.00 in Development length for #5 bar specified in this stem design segment = 12.11 in Hooked embedment length into footing for #5 bar specified in this stem design segment = 9.59 in As Provided =0.2325 in2/ft As Required =0.0158 in2/ft Page 31 of 39 Page 569 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Page 32 of 39 Page 570 of 1527 Cantilevered Retaining Wall LIC# : KW-06017541, Build:20.23.12.07 RRM Design Group (c) ENERCALC INC 1983-2023 DESCRIPTION:Freestanding 3' Wall (Seismic) RRM Design Group 3765 S. Higuera Street Suite 102 San Luis Obispo, CA 93405 805-597-5287 Project File: post 1 footing.ec6 Project Title: Engineer: Project ID: Project Descr: Page 33 of 39 Page 571 of 1527 Page 34 of 39 Page 572 of 1527 Page 35 of 39 Page 573 of 1527 Page 36 of 39 Page 574 of 1527 Page 37 of 39 Page 575 of 1527 Page 38 of 39 Page 576 of 1527 Page 39 of 39 Page 577 of 1527 APPENDIX APPENDIX 6 APPENDIX E - CHARGERPOINT SITE DESIGN GUIDE Page 578 of 1527 %0! !/%#* 1% ! ćĀĀĀ !03+.'! $.#%*# 00%+* Page 579 of 1527 %%Page 580 of 1527 č āċ ! * "+((+3 (( 3.*%*#/ * %*/0.10%+*/ !"+.! /!.2%%*#Č %*/0((%*#Č +. +,!.0%*# 0$! $.#!+%*0Ĳ $.#%*# /00%+*ċ */0(( * +,!.0! +*(5 / %*/0.10! ċ %(1.! 0+ + /+ )5 (! 0+ !0$Č %*&1.5Č +. ,.+,!.05 )#!Č * 3%(( 2+% 0$! %)%0! ..*05ċ Ăċ *(5 1/! 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(+' )1/0 )!/1.! 0 (!/0 ćĀĀ )) ĨĂą %*ĩ +* (( /% !/ċ $! +* 1%0 /01ġ1, *!! / 0+ )!/1.! !03!!* āĆĂ )) Ĩć %*ĩ * ĆĊĀ )) ĨĂăċĂ %*ĩ +2! 0$! +*.!0! /1."! č 0 %/ .%0%( 0$0 0$! +* 1%0/ .! ,+/%0%+*! ,.+,!.(5 * ,(1)ċ $! 0+(!.*! 3$!.! 0$! +* 1%0/ !*0!. 0$! /00%+* %/ Ă )) Ĩāĥāć %*ĩċ ąċ (%#* 0$! ćĀĀĀ +2!. 0$! +* 1%0 /01ġ1,/ 3%0$ 0$! 03+ +(0/ "%*# "+.3. * 0$! 0$%. +(0 0+ 0$! .!.ċ ăĀ Page 614 of 1527 Ćċ (% ! 0$! ćĀĀĀ +2!. 0$! +* 1%0 /01ġ1,/ 1*0%( 0$! 0+, /1."! +" 0$! 0!),(0! %/ (!2!( 3%0$ 0$! 0+, /1."! +" 0$! +*.!0! 3$!* ,+1.! ċ $! +00+) +" 0$! 1,,!. 0!),(0!Ĩĩ )1/0 (%#* 3%0$ 0$! /1."! +" 0$! +*.!0!Ĩĩċ ćċ */1.! 0$! +* 1%0/ .! ,(1)ċ ăā */0((0%+* %*0+ !3 +*.!0! Page 615 of 1527 Ĉċ /! 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ĆĀ ,0!. %0ċ " * !4%/0%*# $.#%*# /00%+* Ĩ".+) )*1"01.!. +0$!. 0$* $.#!+%*0ĩ %/ (.! 5 %* ,(! 0 0$! %*/0((0%+* /%0!Č +),(!0! 0$!/! 0/'/č o 1.* +"" (( ,+3!. 0+ 0$! /00%+* * %///!)(! +. %*# 0+ 0$! +.%#%*()*1"01.!.Ě/ %*/0.10%+*/ċ o 10 35 *5 !4%/0%*# +(0/ +. *+*ġ,+3!. +* 1%0 /01ġ1, 0+ #.+1* (!2!(ċ o +1 )5 *!! 0+ ,(1# 10ġ35 +* 1%0/ 0 0$! /( !* * %/+**!0 3%.%*#0 0$! +0$!. !* ċ č " !4%/0%*# +* 1%0 /01ġ1, %)!0!. %/ #.!0!. 0$* ăĂ )) Ĩāġāĥą %*ĩČ 5+1 )1/0 .!)+2! 0$! +*.!0! * .!,(! %0ċ ăą Page 618 of 1527 ++(/!-1%.! (!0.% $))!. .%(( 3%0$ āĂ )) ĨāĥĂ %*ĩ +. (.#!. $1'ċ +*/1)(!/!-1%.! $! "+((+3%*# 0(! (%/0/ * !/.%!/ +*/1)(! %0!)/ 0$0 5+1 3%(( *!! ċ $! -1*0%05 (%/0! %* 0$! 0(! %/ /! +* %*/0((0%+* +" +*! $.#%*# /00%+*ċ +0!č $! +*/1),0%+* .0! +" 0$!/! ,.+ 10/ 2.%!/ !,!* %*# +* +* %0%+*/ 0 0$! %*/0((0%+* /%0!ċ 1*0%05 !/.%,0%+*1.,+/! ā ,+45 $!/%2! 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(+3!. 0!),(0! * (( *10/ * 3/$!./ ".+) !(+3 0$! 1,,!. 0!),(0!ċ ăć Page 620 of 1527 Ăċ (! 0$! (+3!. 0!),(0! +* 0$! +*.!0! * ).' 0$! $+(! (+0%+*/ċ $!* ,(%*# 0$! 0!),(0!Č +*/% !. 0$! $.#%*# /00%+*Ě/ 0+0( "++0,.%*0ċ  " %*/0((%*# +2!. * !4%/0%*# +* 1%0 /01ġ1, +. .)+.! (!Č ,+/%0%+*0$! !*0!. +" 0$! 0!),(0! .+1* 0$0 /01ġ1, ĥ (!ċ ăċ !)+2! 0$! 0!),(0! * .%(( 0$.!! āĊ )) ĨĀċĈĆ %*ĩ %)!0!. $+(!/ ĂĆĀ )) ĨĊċĉĆ %*ĩ !!, %*0+ 0$! +*.!0!ċ +1 )5 *!! 03+ .%(( %0/č +*! "+. 0$! +*.!0! Ĩ3%0$ 0$! ,%(+0ĩ * *+0$!. "+. 0$! .!. Ĩ3%0$+10 0$! ,%(+0ĩċ (35/ /0.0 0$! $+(! 1/%*# 0$! /0* . .%(( %0Č * 0$!* /3%0$ 0+ 0$! .!. .%(( %0 +*(5 %" .%((%*# 0$.+1#$ .!.ċ ăĈ */0(( +* 4%/0%*# +*.!0! Page 621 of 1527 ąċ !)+2! (( 1/0 ".+) %*/% ! 0$! .%((! $+(!/ 1/%*# +),.!//! %.Č 211)Č +. .1/$ċ Ćċ !)+2! 0$! +(0/ ".+) 0$! 1,,!. 0!),(0!ċ ćċ %(( !$ $+(! 3%0$ !,+45 0+ +10 ćĆ 0+ ĈĆ )) ĨĂċĆ 0+ ă %*ĩ !(+3 0$! 0+, +" 0$! $+(!ċ +*0%*1! %))! %0!(5 0+ 0$! *!40 /0!, !1/! 0$! !,+45 /!0/ -1%'(5ċ +0!č */!.0%*# 0$! 0$.! ! +(0/ %/,(!/ 0$! !,+45Č 1/%*# %0 0+ "%(( 0$! $+(!/ 0+ 0$! #. ! (!2!(ċ " 0$! !,+45 %/ !(+3 #. ! (!2!( "0!. 0$! *!40 /0!,Č )+.! !,+45ċ Ĉċ (! 0$! 1,,!. 0!),(0! +2!. 0$! $+(!/ċ ĉċ */!.0 0$! +(0/ 0$.+1#$ 0$! 1,,!. 0!),(0! %*0+ 0$! $+(!/ċ č +00! 0$! +(0/ / 5+1 %*/!.0 0$!)ċ $%/ ((+3/ 0$! !,+45 0+ "1((5 +0 0$! 0$.! / +" 0$! +(0/Č .! 1%*# 0$! )+1*0 +" 0.,,! %.ċ +0!č !2! 0$! 1,,!. 0!),(0! %* ,(!ċ Ċċ /! 1(! (!2!( 0+ !*/1.! 0$! +(0/ .! ,(1)ċ āĀċ ((+3 0$! !,+45 0+ 1.! Ĩ !,!* %*# +* 1.! 0%)!/ .!+))!* ! 5 0$! !,+45 )*1"01.!.ĩċ +1 .! *+3 .! 5 0+ %*/0(( 0$! ćĀĀĀ ,! !/0( )+1*0 $.#%*# /00%+*ċ ăĉ Page 622 of 1527 $.#!,+%*0ċ+)ĥ/1,,+.0 ĈĆġĀĀāĆăĆġĀā .Ă Page 623 of 1527 APPENDIX APPENDIX 7 APPENDIX F – CHARGERPOINT CONSTRUCTION SIGN OFF FORM Page 624 of 1527 ā ćĀĀĀƫ+*/0.10%+*ƫ%#*+""ƫ+.) 1)%0ƫ0$%/ƫ"+.)ƫ* ƫƫ.!-1%.! ƫ,$+0+/ƫ0+ƫ%*/0(( %/,0$Į$.#!,+%*0ċ+)ċƫ!2%!3ƫ 0/$!!0/Čƫ/%0!ƫ !/%#*Čƫ* ƫ %*/0((0%+*ƫ#1% !/ƫ !"%*%*#ƫ$.#!+%*0ƫ/,!%"%0%+*/ƫ0čƫƫ$.#!,+%*0ċ+)ĥ#1% !/ċ čƫ((ƫ%*/0((0%+*/ƫ)1/0ƫ+),(5ƫ3%0$ƫ(+(ƫ* ƫ.!#%+*(ƫ+ !ċƫ$.#!+%*0ƫ,.+2% !/ƫ+*.!0!ƫ, ƫ #1% *!ƫ%*ƫ0$!ƫćĀĀĀƫ%0!ƫ!/%#*ƫ1% !ƫ0$0ƫ%/ƫ,,(%(!ƫ"+.ƫ)+/0ƫ/%0!/Ďƫ$+3!2!.Čƫ, ƫ/%6!/ƫ)5ƫ2.5ċƫ*/1.!ƫ /%0!ƫ .3%*#/ƫ$2!ƫ!!*ƫ+),(!0! ƫ* ƫ,,.+2! ƫ5ƫƫ/0.101.(ƫ!*#%*!!.ƫ"+.ƫ0$%/ƫ/%0!ċ 1/0+)!.ƫ *"+.)0%+* 1/0+)!.ƫ*)!Ƭ 1/0+)!.ƫ+*00ƫ*)!Ƭ 1/0+)!.ƫ+*00ƫ,$+*!Ƭ 1/0+)!.ƫ+*00ƫ!)%(Ƭ %0!ƫ *"+.)0%+* 0.!!0ƫ* ƫ*1)!.Ƭ %05 Ƭ 00!Ƭ +1*0.5 Ƭ %,ƫ+ !Ƭ 1)!.ƫ+"ƫ$.#!./ƫ0+ƫ!ƫ%*/0((! 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