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Home My WebLink About328 N Harbor Blvd #A - Plan18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 COVER SHEET ANALYSIS VICINITY MAP EXIT PLAN A-0.1 RESTAURANT TENANT IMPROVEMENT ARCHITECTURAL DRAWING INDEX SHEET DESCRIPTION 1.TENANT IMPROVEMENT FOR A 1,243 SF FOOD TOGO RESTAURANT. 2.NEW NON-BEARING INTERIOR PARTITIONS AND FINISHES THROUGHOUT THE SPACE. 3.EXISTING WATER AND ELECTRICAL METER TO REMAIN. 4.NEW ELECTRICAL, MECHANICAL DUCTWORKS, HOOD AND PLUMBING FOR THE SPACE. 5.EXISTING AC UNITS TO REMAIN. OCCUPANCY CALCULATION FOOD TOGO - PHO N GO USE DESIGNATION / FUNCTION OF SPACE A-2: RESTAURANT B: RETAIL AREA CALCULATION TOTAL TENANT AREA:1,243 SF OCCUPANT LOAD CALCULATION RETAIL AREA: (M) 320 SQ.FT. -> 5.3 (OCC. FACTOR 60) KITCHEN: (F-1) 923 SQ.FT. -> 4.6 (OCC. FACTOR 200) TOTAL 9.9 ~ 10 OCCUPANTS EXIT : 1 EXIT REQUIRED AND 2 PROVIDED DOOR WIDTH MINIMUM REQUIRED EXIT WIDTH 10 X 0.2 = 2/ 2 (EXITS) = 1" 36" MIN. OPENING PROVIDED AT EACH DOOR. 10 OCCUPANTS / 2 EXITS = 5 OCCUPANTS TO EACH EXIT 328 N HARBOR BLVD, UNIT A, SANTA ANA, CA 92703 TITLE SHEETA-0.1 A-7.1 CODE COMPLIANCE APPLICABLE CODE 2022 EDITION OF THE CALIFORNIA BUILDING CODE AS AMENDED BY THE CITY OF SANTA ANA 2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE 2022 EDITION OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 EDITION OF THE CALIFORNIA MECHANICAL CODE 2022 EDITION OF THE CALIFORNIA PLUMBING CODE 2022 EDITION OF THE CALIFORNIA BUILDING CODE 2022 EDITION OF THE CALIFORNIA FIRE CODE OCCUPANCY/ EXIT PLAN SITE INFORMATION / ZONING 1/16"=1'=0" DEFERRED ITEMS TO BE REVIEWED AND APPROVED BY THE ARCHITECT/ENGINEER OF RECORD BEFORE SUBMITTED TO BUILDING OFFICIAL FOR REVIEW AND APPROVAL 1.SIGNAGE SYSTEM 2.FIRE ALARM & FIRE SPRINKLER 3.LOW VOLTAGE 4.TYPE-I HOOD SUPPRESSION SYSTEM 5.GAS METER 6.WALK-IN COOLER/FREEZER PROJECT SUMMARY TOTAL PROJECT TENANT AREA : 1,243 SQ.FT. TYPE OF CONSTRUCTION EXISTING BUILDING: V - B NEW TI: V - B OCCUPANCY CLASSIFICATION : B RETAIL, KITCHEN FIRE SPRINKLERS : NOT SPRINKLERED ACCESSIBILITY NOTE 1. THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. 2. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. 3. EXISTING PATH OF TRAVEL ELEMENTS SERVING THE TENANT SPACE COMPLY WITH CBC 11B (PATHS OF TRAVEL SERVING BUILDING ENTRANCES, PATHS OF TRAVEL WITHIN THE BUILDING, COMMON RESTROOMS, COMMON DRINKING FOUNTAINS, SIGNAGE, ETC.. INTERIOR ELEVATIONS PLUMBING FIXTURE CALCULATION A-2.1 PROPOSED FLOOR PLAN, EQUIPMENT SCHEDULE A-2.0 DOOR SCHEDULE CEILING DETAILSA-9.1 WALL DETAILS, DOOR DETAILSA-9.2 SIGNAGE DETAILSA-10.1 CAL GREEN (1 OF 4)A-1.1A CAL GREEN (2 OF 4)A-1.1B CAL GREEN (3 OF 4)A-1.1C ELECTRICAL LIGHTING PLAN E-1 POWER PLAN E-2 SINGLE LINE DIAGRAM, PANEL SCHEDULEE-3 TITLE 24 MECHANICAL MECHANICAL NOTES, LEGENDM0.1 MECHANICAL SCHEDULESM0.2 MECHANICAL SPECIFICATIONSM0.5 MECHANICAL FLOOR PLANM1.1 PLUMBING PLUMBING NOTES AND SPECIFICATIONSP0.1 PLUMBING DIAGRAMSP0.2 OCC. LOAD EGRESS WIDTH PROJECT DIRECTORY QUOC NGUYEN 328 N HARBOR BLVD, UNIT A SANTA ANA, CA 92703 CONTACT: QUOC NGUYEN PHONE: 714-642-6799 NOTESSCOPE OF WORK CLIENT TND STUDIO 1305 S HESPERIAN ST. SANTA ANA, CA 92704 CONTACT: THINH NGUYEN PHONE: 714-855-0820 EMAIL: THINH@TND-STUDIO.COM ARCHITECT MECHANICAL/ PLUMBING/ ENERGY C & D ENGINEERING 7252 SIENA AVE. WESTMINSTER, CA 92683 CONTACT: CHAU TANG PHONE: 714-249-3501 EMAIL: CTANG168@SBCGLOBAL.NET 1.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS & INSPECTIONS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, LAWS, RULES, & REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. 3.THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS AS REQUIRED UNTIL NEW STRUCTURAL MEMBERS ARE PERMANENTLY INSTALLED, WHETHER INDICATED ON THE DRAWINGS OR NOT. IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE TEMPORARY SHORING AND BRACING HE/SHE SHALL ASK THE ARCHITECT OR STRUCTURAL ENGINEER, IN WRITING, PRIOR TO COMMENCEMENT OF WORK. 4.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY OWNER & ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. 5.CONTRACTOR TO VERIFY FIT & FINISH REQUIREMENTS FOR ALL PROJECT COMPONENTS, WITH OWNER, PRIOR TO ORDERING MATERIALS. REPORT CONFLICTING INFORMATION TO OWNER PRIOR TO PROCEEDING WITH WORK. 6.CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION & CONSTRUCTION DEBRIS AS REQUIRED BY FEDERAL, STATE AND LOCAL ORDINANCES. 7.ALL TILE FLOORING IN WET AREAS TO BE OVER WATERPROOF MEMBRANE WITH EPOXY GROUT, TYPICAL. 8.CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THE FOLLOWING: "FIRE AND SMOKE BARRIER -- PROTECT ALL OPENINGS." 9.BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT, THE OWNER REPRESENTS THAT HE/SHE HAS REVIEWED AND APPROVED THE DRAWINGS, AND THAT THE CONSTRUCTION DOCUMENT PHASE OF THE PROJECT IS COMPLETE. 10.CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ALL OTHER CONTRACTORS FURNISHING THE LABOR, MATERIALS, AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. 11.CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO ANY WORK. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIDE ENTRY INTO THE FACILITY WITH SUFFICIENT CLEARANCE, AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABLE. 13.CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON DRAWINGS. ANY SUCH DIMENSIONS MISSING FROM THE PLANS MUST BE BROUGHT TO THE ATTENTION OF THE OWNER & ARCHITECT IMMEDIATELY. 14.THE CONTRACTOR SHALL ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SHOULD ANY ERROR OR INCONSISTENCY APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, INTERPRETATION, OR REVISION AS REQUIRED. 15. IF THE CONTRACTOR DISCOVERS AN ERROR OR INCONSISTENCY AND PROCEEDS WITH WORK WITHOUT NOTIFYING THE OWNER & ARCHITECT OF ANY SUCH DISCREPANCIES, HE/SHE SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO HIS/HER WORK MADE NECESSARY BY HIS/HER FAILURE TO OBSERVE AND/OR REPORT THE CONDITION. 16.IF THE INTENT OF THE DRAWINGS & SPECIFICATIONS ARE UNCLEAR, THE CONTRACTOR SHALL ASK THE ARCHITECT FOR CLARIFICATION, PRIOR TO PROCEEDING WITH WORK, IN THE FORM OF A WRITTEN R.F.I (REQUEST FOR INFORMATION). THE ARCHITECT SHALL THEN RESPOND IN WRITING TO ALL APPROPRIATE PARTIES. 17.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. IN LEASED SPACE FROM LOSS, DAMAGE, FIRE, THEFT, ETC. 18.WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT AS APPROVED IN WRITING BY ARCHITECT. 19.IF THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION HE/SHE SHALL PROVIDE ALL APPROPRIATE DOCUMENTATION AND INFORMATION REQUIRED FOR THE ARCHITECT TO DETERMINE WHETHER OR NOT THE SUBSTITUTION IS EQUAL TO THE SPECIFICATION. 20.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY IN WALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. 21.PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, EQUIPMENT, AND WALLS. 22.PROJECT SHALL BE LEFT CLEANED AND POLISHED AFTER COMPLETION OF WORK. 23.THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL, AND PLUMBING STUB OUTS, AND ALL OTHER WORK UNDER THIS SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT SUPPLIER FOR SPECIFIC REQUIREMENTS & REFERENCES. 24.CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND HOOK-UP OF ALL EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 25.CONTRACTOR SHALL REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS. CONTRACTOR SHALL VERIFY WITH OWNER, PRIOR TO ORDERING, WHICH ITEMS THE OWNER SHALL SUPPLY. ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY THE CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 26.MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES AND ORDINANCES. 27.CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL, AND PROVIDE AND INSTALL FIRE EXTINGUISHERS PER THE FIRE MARSHALS DIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. AS A MINIMUM, CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS HAVING A RATING OF 2--A10--BC FOR EVERY 3,000 S.F. OF FLOOR AREA AND TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. 28.FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 29.CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES. NOTIFY ARCHITECT IMMEDIATELY IF CONFLICTS EXIST BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION, PATCH, REPAIR, AND/OR REPLACE ALL ADVERSELY AFFECTED FINISHES AND SURFACES AS REQUIRED. UPON COMPLETION OF CONSTRUCTION. ALL PARKING AREA PAVEMENT AND NEW CONCRETE PADS SHALL TRANSITION SMOOTHLY. 30.CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR AGENCY (QAA) FOR ANY ITEMS REQUIRED BY LOCAL COUNTY/CITY. 31.CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO APPROVED PLANS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR RETAINING AT THE JOBSITE ALL SPECIAL INSPECTION RECORDS COMPLETED BY THE SPECIAL INSPECTOR UPON REQUEST. GENERAL NOTES N.T.S.VICINITY MAP ABBREVIATIONS LEGENDS AND SYMBOLS N N E-4 P0.3 PLUMBING SPECIFICATIONSP0.7 PLUMBING FLOOR PLANP1.1 RENDERINGSA-0.2 SITE PLANA-1.2 A-3.1 REFLECTED CEILING PLAN AND POWER PLAN M1.2 A-2.R ROOF PLANS EXIT LIGHT - WALL MOUNTED KITCHEN FIRE EXTINGUISHER (COMPLY W/ LOCAL FIRE CODES) RETAIL AREA NOT IN SCOPE OF WORK A-5.1 FINISH PLAN AND FINISH SCHEDULE TITLE 24E-5 M2.1 KITCHEN HOOD M2.2 M2.3 M2.4 MAKE UP AIR UNIT SPECIFICATIONS FIRE DEPARTMENT NOTE 1.AN APPROVED FIRE SUPPRESSION / KITCHEN HOOD PERMIT AND PLANS ARE REQUIRED TO BE SUBMITTED PRIOR TO A BUILDING CONSTRUCTION PERMIT ISSUANCE. A-2.D DEMO PLANAPN: LEGAL JURISDICTION:CITY OF SANTA ANA, CALIFORNIA CURRENT ZONING:SP2 -HARBOR MIXED USE TRANSIT CORRIDOR SPECIFIC PLAN BUILDING STORIES:1 STORY PARKING REQUIREMENT *NO CHANGE MADE TO GFA OF TENANT'S SPACE, AND TOTAL NUMBER OF EXISTING PARKING SPACES GROUP B: 1,243 SF/ 200 SF = 6.2 OCCUPANTS -------------------------------------------------------------------------------------- TOTAL = 6.2 ~ 7 OCCUPANTS PROVIDED 1 ALL GENDER RESTROOM WITH 1 TOILET AND 1 LAVATORY CAL GREEN (4 OF 4)A-1.1D ADA DETAILSA-8.1 MECHANICAL ROOF PLAN KITCHEN HOOD EXHAUST FAN KITCHEN HOOD FIRE PROTECTION SPECIFICATIONS M2.5 KITCHEN HOOD FIRE WIRING SPECIFICATIONS PLUMBING DIAGRAMS P0.4 TITLE 24 P0.5 TITLE 24 P0.6 TITLE 24 THDTDESIGN INC. CONTACT: TUNG HOANG LICENSE #: M32162 PHONE: 951-742-0447 EMAIL: THOANG@THDTDESIGN.COM ELECTRICAL RENDERINGS A-0.2 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats and the like, are not included. ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG, DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and necessary raceways, both underground and/or surface mounted, to support EV charging. ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off-board charging equipment used to charge an electric vehicle. ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of EV charging equipment and charging of electric vehicles. ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSA-SS, HCD] One or more electric vehicle charging spaces served by EVSE or receptacle(s). ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit; any necessary raceways, both underground and/or surface mounted; to accommodate EV charging, terminating in a receptacle or a charger. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-SS and HCD] The conductors, including the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES 5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. [DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of the existing building(s) is not eligible to meet compliance with Section 5.105.2. 5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45 percent combined of the existing building’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation. 5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to demonstrate compliance with Section 5.105.2. Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this section. 5.105.3 Deconstruction (Reserved). 5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case-by-case basis where compliance with this section has been demonstrated to be not feasible based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA), compliance with Section 5.106.5.6 shall not be required. a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. The installation of EVCS is impracticable. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with Section 5.106.5.6. 5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less than 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure or equivalent. A common raceway may be used to serve multiple EV capable spaces. 2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device space(s) as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.” 1. Calculation for spaces shall be rounded up to the nearest whole number. 2. Each EVCS shall reduce the number of required EV capable spaces by the same number. 5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2. EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building Code Chapter 11B. 5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2 Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle charging stations (EVCS)—Power allocation method and associated Table 5.106.5.3.6 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section. 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be permitted to reduce the minimum number of required EV capable spaces without EVSE in Table 5.106.5.3.1 by one. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.3.4 Accessible electric vehicle charging station (EVCS). When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. 5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). Power allocation method shall include the following: 1.Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs. 2.At least one Level 2 EVSE shall be provided. 5.106.5.3.6 Electric vehicle charging stations (EVCS)—power allocation method. The power allocation method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the total number of actual parking spaces. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20 percent of actual parking spaces¹ 25 percent of EV capable spaces¹ DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1. Calculation for spaces shall be rounded up to the nearest whole number. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the total number of required EV capable spaces shown in column 2. 3. At least one Level 2 EVSE shall be provided. Y N/A Y N/A Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.5.5 Electric vehicle (EV) charging: medium-duty and heavy-duty. [N] [BSG-CG] Construction shall comply with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or busway(s) and adequate capacity for transformer(s), service panel(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The transformer, main service equipment and subpanels shall meet the minimum power requirement in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2. The construction documents shall indicate one or more location(s) convenient to the planned off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1. 3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium- and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipment for medium- and heavy-duty vehicles. 4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.5.1. TABLE 5.106.5.3.6 TOTAL NUMBER OF ACTUAL PARKING SPACES MINIMUM TOTAL kVA @ 6.6 kVA TOTAL kVA REQUIRED IN ANY COMBINATION OF EV CAPABLE,3,4 LOW POWER LEVEL 2, LEVEL 2, 1, 2 OR DCFC 0-9 0 0 10-25 26.4 26.4 26-50 52.8 52.8 51-75 85.8 85.8 76-100 112.2 112.2 101-150 165 165 151-200 231 231 201 AND OVER 20 percent of actual parking spaces x 6.6 Total required kVA = P × .20 × 6.6 Where P = Parking spaces in facility 1. Level 2 EVSE @ 6.6 kVA minimum. 2. At least one Level 2 EVSE shall be provided. 3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent. 4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable spaces. 5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2. When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. 1. When the scope of construction work includes an increase in power supply to an electric service panel as part of a parking facility addition or alteration. 2. When a new photovoltaic system is installed covering existing parking spaces. 3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the scope of work includes an increase in power supply to an electric service panel. Exceptions: 1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues. 2. Remote parking facilities that do not have access to the building service panel. 3. Parking area lighting upgrades where no trenching is part of the scope of work. 4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster repairs, etc. 5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure [A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being added or altered. 5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure [A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable allocated power and infrastructure for the total number of actual parking spaces being added or altered. If the area being added or altered exceeds the existing EV capable capacity, allocated power and infrastructure, provide additional EV charging as needed to comply with this section. TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Manufacturing Facilities 10,000 to 50,000 1 or 2 200 10,000 to 50,000 3 or Greater 400 Greater than 50,000 1 or Greater 400 Office Buildings 10,000 to 135,000 1 or 2 200 10,000 to 135,000 3 or Greater 400 Greater than 135,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 TABLE 5.106.5.6.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF REQUIRED EVCS2 0-9 0 0 10-25 4 1 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20 percent of total spaces¹25 percent of EV capable spaces¹ 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric vehicle supply equipment (EVSE) to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section 5.106.5.3.2.1. At least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 CAL GREEN 1 OF 4 A-1.1A DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the installation of products with lower GHG emissions and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement) Y DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible EVCS shall be provided in accordance with California Building Code Chapter 11B. Exception: Projects in which improvements in parking areas consist only of accessibility improvements are not required to comply with Section 5.106.5.6.5. 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. N/A Y N/A Y N/A Y N/A Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G1 G1 G2 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G1 G1 MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" TABLE 5.106.5.6.3 NUMBER OF PARKING SPACES IN A PARKING FACILITY MINIMUM TOTAL POWER (KVA) REQUIRED FOR EVCS 0-9 0 10-25 7 26-50 14 51-75 20 76-100 27 101-150 40 151-200 60 201 AND OVER Total required KVA = P × .05 × 6.6 Where P = Parking spaces in facility 5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable spaces required to be provided without EVSE shall not be required. 5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking area or when area containing parking spaces is added to a parking facility. The number of required EVCS shall be based on the total number of existing and new parking spaces in the parking facility. 5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table 5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility. SECTION 5.409 LIFE CYCLE ASSESSMENT 5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. [DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales. 2.Water collection and disposal systems. 3.French drains. 4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections 3500-3505) targets carbon emissions associated with the production of structural steel (hot-rolled sections, hollow structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in consultation with the California Air Resources Board (CARB). CRADLE-TO-GRAVE. Activities associated with a product or building’s life cycle from the extraction stage through disposal stage, and covering modules A1 through C4 in accordance with ISO Standards 14025 and 21930. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle assessment. TEST. A procedure to determine quantitative performance of a system or equipment TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third-party verified report that summarizes how a product impacts the environment. Type III EPDs can be either product-specific, factory-specific, or industry-wide EPDs. See “Cradle-to-Gate.” FACTORY-SPECIFIC EPD. A product-specific Type III EPD in which the environmental impacts can be attributed to a single manufacturer and manufacturing facility. INDUSTRY-WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the typical manufacturing impacts for a range of products within the same product category for a group of manufacturers. PRODUCT-SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product design and manufacturer across multiple facilities. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1 by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for each EV capable space is accumulatively supplied to the EVSE. 5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.6.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility. SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 CAL GREEN 2 OF 4 A-1.1B DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (July 2024 Supplement) 5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not provide heating and/or air conditioning. Informational Notes: 1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included in the BCCA. 2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength. 3. Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete GWP allowed values for each product category. 5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3. Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry-wide EPDs are acceptable. Exception EQUATION 5.409.3.1 GWPn < GWPallowed where GWPn = Σ (GWPn)(vn) and GWPallowed = Σ (GWPallowed)(vn) and n = each concrete mix installed in the project GWPn = the GWP for concrete mix n per concrete mix EPD, in kg CO2e/m3 GWPallowed = the GWP potential allowed for concrete mix n per Table 5.409.3 vn = the volume of concrete mix n installed in the project, in m3 TABLE 5.409.3 PRODUCT GWP LIMITS BUY CLEAN CALIFORNIA MATERIALS PRODUCT CATEGORY1 MAXIMUM ACCEPTABLE GWP VALUE (unfabricated) (GWPallowed) UNIT OF MEASUREMENT Hot-rolled structural steel sections 1.77 MT CO2e/MT Hollow structural sections 3.00 MT CO2e/MT Steel plate 2.61 MT CO2e/MT Concrete reinforcing steel 1.56 MT CO2e/MT Flat glass 2.50 kg CO2e/MT Light-density mineral wool board insulation 5.83 kg CO2e/MT Heavy-density mineral wool board insulation 14.28 kg CO2e/MT Concrete, Ready-Mixed2, 3 CONCRETE PRODUCT CATEGORY MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT up to 2499 psi 450 kg CO2e/m3 2500−3499 psi 489 kg CO2e/m3 3500−4499 psi 566 kg CO2e/m3 4500−5499 psi 661 kg CO2e/m3 5500−6499 psi 701 kg CO2e/m3 6500 psi and greater 799 kg CO2e/m3 Concrete, Lightweight Ready-Mixed2 CONCRETE PRODUCT CATEGORY MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT up to 2499 psi 875 kg CO2e/m3 2500−3499 psi 956 kg CO2e/m3 3500−4499 psi 1039 kg CO2e/m3 5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle-to-grave whole building life cycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building. Notes: 1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary (www.oneclicklca.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), One-Click LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com). 2. ASTM E2921-22 “Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems” may be consulted for the assessment. 3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements. 5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors. 5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be 60 years. 5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the close of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. 5.409.3 Product GWP compliance—prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product-specific or factory-specific. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 CAL GREEN 3 OF 4 A-1.1C 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 4 (July 2024 Supplement) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 CAL GREEN 4 OF 4 A-1.1D SCOPE OF WORK ℄ 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 EXISTING SITE PLAN A-1.2 EXIT A SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 SIGNAGE DETAILS A-10.1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 DOOR, WINDOW AND HARDWARE SCHEDULE A-2.0 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 07 A-7.1 06 A-7.1 05 A-7.1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 PROPOSED FLOOR PLAN EQUIPMENT SCHEDULE A-2.1 N SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 EXISTING DEMO FLOOR PLAN A-2.D N 42" SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 ROOF PLANS A-2.R N N ADJACENT TENANT - BABER SHOPE NOT IN SCOPE OF WORK 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 ADJACENT TENANT - BABER SHOPE NOT IN SCOPE OF WORK SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHI BITED WIT HOUT TH E EXPRESS PRIOR W RI TTEN CONSENT OF T ND STU DIO. TITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OU T PREJ UD IC E. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON STI T U T E PR I M A-F A CI E E V ID E N CE OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 REFLECTED CEILING PLAN POWER PLAN A-3.1 N C B A ™ D N 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 FINISH PLAN A-5.1 N ACCESSORY SCHEDULE SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 INTERIOR ELEVATIONS A-7.1RESTROOM ELEVATION 11/2" = 1'-0" RESTROOM ELEVATION 21/2" = 1'-0" RESTROOM ELEVATION 31/2" = 1'-0" RESTROOM ELEVATION 41/2" = 1'-0" RETAIL ELEVATION 51/2" = 1'-0" RETAIL ELEVATION 61/2" = 1'-0" RETAIL ELEVATION 71/2" = 1'-0" A-7.1 03 01 02 04 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 BATHROOM PLAN, ACCESSIBLE DETAILS A-8.1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 INTERIOR CEILING DETAILS A-9.1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 03 / 1 6 / 2 6 I S S U E F O R R E S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 T H I N H @ T N D -S T U D I O .C O M TENANT IMPROVEMENT 328 N Harbor Blvd, Unit A Santa Ana, CA 92703 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET PHO N GO 03 / 1 6 / 2 6 IS S U E F O R R E S U B M I T T A L 2 WALL DETAILS DOOR DETAILS A-9.2 #6 AND LARGER #5 AND SMALLER A. POURED AGAINST EARTH B. POURED AGAINST FORM BELOW GRADE 2'' 1 1/2'' 3'' 2'' REINFORCING STEEL GLULAMS/MFR. WD. PROD. D. SLABS ON GRADE (FROM TOP OF SLAB) E. COLUMNS AND BEAMS TO MAIN BARS F. WALLS - EXPOSED TO WEATHER NOT EXPOSED TO WEATHER, #11 AND SMALLER CONCRETE STRUCTURAL STEEL GENERAL NOTES C. FORMED SLABS LUMBER/CARPENTRY 1 1/2'' #14 AND #18 1 1/2" 1'' 1''FOUNDATION/SITEWORK 4X16 #1: Fb= 1000 PSI SINGLE/REPETITIVE 6 2X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X14 #1: Fb= 1000 PSI 6X12 #1: Fb= 1350 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10 4X4 #2: Fb= 1350 PSI CONC. 2'' 2'' 3/4" MASONRY 2'' 1 1/2'' 1 1/2'' 1 1/2" 2'' 1'' 1'' 3/4" 1 1/2" 6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10 LUMBER/CARPENTRY (cont.) DESIGN LOADS: SHEET INDEX: S.0 STRUCTURAL GENERAL NOTES S.1 FOUNDATION PLAN ROOF FRAMING PLAN STRUCTURAL DETAIL NAILING SCHEDULE SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS DEFAULT SS 1.51 S1 0.59 SDS 1.17 SD1 0.84 SDC D LATERAL FORCE RESISTING SYSTEM 15 BASE SHEAR CS 0.180 R 6.5 W 2.50 PROCEDURE USED ELF REDUNDANCY FACTOR 1.3 WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C SOIL SOIL REPORT PREPARED BY PROJECT NUMBER DATE SOIL BEARING PRESSURE 1500 PSF VERTICAL ( CBC 2025 ) MECHANICAL AREA LL = MECHANICAL AREA DL = 18 PSF 20 PSF TYPICAL FLOOR/ROOF DECK/DECK SHEATHING TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHING HORIZONTAL DIAPHRAGM: 6 6 12.ALL NAILING TO BE PER TABLE NUMBER 2304.10.2 OF THE LATEST CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION). ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU', U.N.O. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS, U.N.O. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN. (12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN. SDPWS-2021/CBC 2025 MATERIAL 8 FRM'G SIZE EDGE NAILING 1,4 FIELD 16D SILL LAG5 TRANSFER -- A.B.'S 9 5/8"VALUE B 3/8" APA SHEARWALL SCHEDULE SINKER WINDSEISMIC CONFORMING TO ANSI/AF&PA FRAMING CLIP LTP4/A35 3/8" APA 8d 6"12"4"12"--42"220 plf--307 plf24" SILL PLATE 2X4 MIN. FOOTNOTES: 1.ALL NAILS TO BE COMMON NAILS. 2.SIMPSON LPT4 FRAMING ANCHOR MAY BE SUBSTITUTED AT FLAT CONDITIONS. 3.ALL STUDS, SILL PLATES AND BLOCKING TO BE 3X FRAMING. 4.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 5.SIMPSON STRONG TIE 1/4" SDS X 6" LONG LAG SCREWS. 6.PLYWOOD APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7.3X @ PANEL JOINTS; 2X FRMG AT TOP PLATES MAY BE USED PROVIDED FULL NAILING WIDTH IS AVAILABLE TO ONE PIECE OF SHT'G; STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 8.SHEETS SHALL NOT BE LESS THAN 4FT BY 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 9.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. 5 8" A.B. - 3" X 3" X 0.229" 3 4" A.B. - 3" X 3" X 0.229" 10.USE 4-1/2" SQ. X .229" AT 2X6 WALLS. 11.3X MUDSILL PLATES 12. IF WOOD STRUCTURAL PANEL SHEAR WALLS WITH ASPECT RATIO (h/bs) EXCEED 2:1, SHEAR WALL CAPACITY SHALL BE REDUCED BY MULTIPLYING WITH WSP = 1.25-0.125h/b. FOR DESIGN. 13.WHERE TENSION FORCE INDUCED BY SHEAR WALL OVERTURNING IS RESISTED BY A HOLDOWN ATTACHED TO THE INSIDE FACE OF THE END POST, NOMINAL UNIT SHEAR CAPACITY FOR SHEAR WALLS USING 10d COMMON NAILS SHALL BE MULTIPLIED BY 0.92. NOTE:WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERRENT FRAMING MEBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 3X MIN. STAGG'D 2X4 BLK. W/ 16d @ 4" OC SOLID RIM OR BLK'G SOLE PLATE CONNECTION TO FRAMING BELOW (1) STD. 3XDESCRIPTION A RATED RATED 8d 4"12"3"12"--36"320 plf--447 plf16"2X4 CAP. VALUE CAP. C 3/8" APA RATED 8d 3"12"3"8"--24"410 plfYES 575 plf12"2X4 7 STAGG. D 3/8" APA RATED 8d 2"12"2"6"--16"530 plfYES 742 plf10"2X4 7 STAGG. E 15/32" APA RATED 10d 2"12"4"--12"770 plfYES 1077 plf10"2X4 7 -- F 15/32" STRUC. 1 10d 2"12"4"--12"870 plfYES 1217 plf8"2X47-- WD. PANEL SPECIAL INSPECTION B. HIGH-STRENGTH AND ANCHOR BOLTS C. STEEL MOMENT FRAME CONNECTIONS A. FIELD WELDING D. EPOXY ANCHORS (Continuous) (Continuous) E. STRUCTURAL MASONRY (AS NOTED) (Continuous) (Continuous) (Sect. 1704.5.1.3) F. STRUCTURAL PLYWOOD (<=4" O.C.)(Periodic) G. CONCRETE (OVER 2500 psi)(Continuous) H. POST-TENSION (WHEN OCCURS)(Continuous) I. CAST-IN-PLACE CAISSONS (Continuous) J. SOILS COMPLIANCE (Per Soils Report) EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) CEMENTITIOUS MATERIAL TYPE ASTM C150 S0 N/A 2,500 S1 0.50 4,000 S2 0.45 4,500 S3 0.45 4,500 ASTM C595 ASTM C1157 CALCIUM CHLORIDE ------------ II V V+POZZOLAN or SLAG TYPE WITH (MS) DESIGNATION TYPE WITH (HS) DESIGNATION TYPES WITH (HS) DESIGNATION + POZ MS HS HS+POZZOLAN or SLAG --- NOT PERMITTED NOT PERMITTED EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) W0 N/A 2,500 W1 N/A 2,500 NONE 26.4.2.2(d) EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT. REINFORCED CONC. C0 N/A 2,500 C1 N/A 2,500 C2 0.40 5,000 RELATED PROVISIONS 1.00 NONE 0.30 0.15 --- CONCRETE COVER PRESTRESSED CONC. 0.06 0.06 0.06 ADDITIONAL REQUIREMENTS 1,2 4 5,6 6 7 7 5 9,10 1,2 1,2 1,2 FREEZING/THAWING SULFATE IN CONTACT WITH WATER CORROSION PROTECTION OF REINFORCEMENT NOTES: 3 3 W2 0.50 4,000 26.4.2.2(d) OR SLAG OPT. 1 0.40 5,000OPT. 2 V 8 TYPE WITH (HS) DESIGNATION HS NOT PERMITTED 11 FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d COMMON @ 6" O.C. 2. CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d 3. CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER, FACE NAIL TABLE 2308.11.3.1 5. COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 3-10d 6. RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d 7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d 8. STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C. 10d BOX @ 16" O.C. 9. STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 10. BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 4-8d 12. TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C. 10d BOX @ 12" O.C. 13. DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 8-16d 14. BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C. 16d BOX @ 12" O.C. 15. BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d 16. TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d 17. TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d 18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 19. 1X6 SHEATHING TO BEARING, FACE NAIL 2-8d 20. 1X8 SHEATHING TO BEARING, FACE NAIL 3-8d 21. JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d 22. RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C. 8d BOX @ 4" O.C. 23. 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 24. 2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d 25. 2" PLANKS 2-16d AT EACH BEARING 26. BAND/RIM JOIST TO JOIST, END NAIL 3-16d 27. BUILT-UP GIRDERS AND BEAMS FACE NAIL 20d COMMON @ 32" O.C. 28. LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d 29. BRIDGING TO JOIST, TOE NAIL 2-8d 11. CONTINUOUS HEADER TO STUD, TOE NAIL BLOCKING BETWEEN RAFTER/TRUSS NOT AT T.P., EA. END, TOENAIL 2-8d 1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d 2-20d AT ENDS & SPLICE 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING STARTING ANY WORK. THE ENGINEER ( DONG ENG. ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2025 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER (DONG ENG.) FOR INTERPRETATION OR CLARIFICATION. 6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER (DONG ENG.). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOB SITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.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 ENGINEER (DONG ENG.) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT S.0), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: 1.SPECIAL INSPECTION IS REQUIRED PER CBC SECTION 109, 1704 & 1707 FOR THE FOLLOWING CONDITIONS: 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA CRC CODE. 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE ................................................ TYPE II 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE ...............................F'c = 3,000 PSI ALL SLAB-ON-GRADE ............................................... F'c = 3,000 PSI ALL CONTINUOUS FOOTINGS AND PADS ............. F'c = 3,000 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MAX. W/C RATIO=0.5). 12.ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1704 & 1707 OF THE CALIFORNIA BUILDING CODE (CBC 2025) UNLESS NOTED OTHERWISE. F0 N/A 2,500 N/A N/A F1 0.55 3,500 ACI 318-19 TABLE 19.3.3.3 N/A F2 0.45 4,500 ACI 318-19 TABLE 19.3.3.3 N/A F3 0.40 5,000 ACI 318-19 TABLE 19.3.3.3 ACI 318-19 TABLE 26.4.2.2(b) 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.) 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER (DONG ENG.). 11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: 2X4 STUDS (UP TO 10')..................... "STANDARD" OR BETTER 2X4 STUDS (OVER 10')......................NO.2 OR BETTER 2X PLATES & 3X PLATES.................. "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS......................................... NO.2 2X JOIST............................................. NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER.......................... NO.2 4X12 AND LARGER........................... NO.1 6X AND 8X........................................... NO.1 4x POST/TIMBERS AND LARGER .... NO.1 ROOF PLANKING AND DECKING...... COM.DEX. BOARD SHTG. AND STRIPPING........ SUITABLE FOR INTENDED USE. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.PROVIDE SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36.ALL SIMPSON HDUE AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA. FROM EACH END AND/OR SPLICE OF THE PIECE. 38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER CRC. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( DONG ENG. ) REVIEW. 41.PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 1 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 2 16d NAILS. 47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51.FASTENERS IN CONTACT WITH PRESSURE TREATED OR PRESERVATIVE TREATED LUMBER SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER ( DONG ENG. ). THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/SD1 OR THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. THE SUBGRADE MOISTURE/VAPOR RETARADER SHALL MEET THE CONFORMANCE OF ASTM E1745 CLASS A or B MATERIAL. 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. 23/32" APA RATED STURD-I-FLOOR T&G EXP I WITH MIN. SPAN RATING OF 24" O.C. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 10d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472), MIN 2" LONG @ 6" O.C. B.S., @ 6" O.C. E.S. AND 12" O.C. F.S. 15/32" APA RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 8d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD.. NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING APPROVED AGENCIES, APA, PFS/TECO OR PITTSBURG. 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF)LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURECONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. 7.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2900 PSI; fv = 290 PSI; E = 2.0x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI RIGIDLAM LVL 2.2E BY I-LEVEL PER ICC-ESR-1210 & LAC-RR-25680 f b = 3100 PSI; fv = 290 PSI; E = 2.2x106 PSI 8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER (DONG ENGINEERING) PRIOR TO INSTALLATION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN (CBC 2025 TABLE 2304.10.2) GENERAL 1.THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO, AND APPROVED BY, THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DETAILS, DIMENSIONS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED FIELD CONDITIONS. SUBCONTRACTORS AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. STEEL SHALL CONFORM TO ASTM A-992, U.N.O. 2.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL SONFORM TO THE REQUIREMENTS SPECIFIED IN BUILDING CODE, CHAPTER 22 & REFERENCE. MATERIALS 3.STEEL SHALL BE PRIMED WITH A RUST RESISTANCE PRIMER & SHOULD CONFORM TO ASTM A36 (fy=36 ksi) AS A MINIMUM, UNLESS OTHERWISE NOTED. ALL W SHAPES TO BE ASTM A992. (fy=50 ksi) 4.STEEL PIPE SHALL CONFORM TO ASTM A53, Grade B (Fy=35 ksi). 5.ROUND HSS TUBING SHALL CONFORM TO ASTM A500 Grade C (Fy=46 ksi). 6.RECTANGULAR AND SQUARE HSS TUBING SHALL CONFORM TO ASTM A500, Grade C (Fy=46 ksi). 7.ALL STRUCTURAL WELDING PROCEDURED AND MATERIALS SHALL CONFORM TO BUILDING CODE, SECTION 2201.4.1. ALL WELDING SHALL BE BY THE SHIELD METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS USING E70XX-LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE NOTED. 8.ALL BOLTS FOR CONNECTIONS OF STEEL MEMBERS SHALL CONFORM TO BUILDING CODE, SECTION 2201.5 & ASTM A325N, UNLESS OTHERWISE NOTED. HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN BOLT DIAMETER. 9.PREFABRICATED STEEL MOMENT FRAMES PER MANUFACTURER. STEEL MOMENT FRAME MANUFACTURER SHALL SUBMIT SHOP DRAWING, DESIGN CALCULATIONS, AND APPROVED MOMENT FRAME TEST REPORT (ICC, IAMPO, OR TEST PER APPENDIX S OF AISC SEISMIC PROVISION) TO DONG ENGINEERING FOR REVIEW. WELDS 1. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP APPROVED BY A SPECIAL INSPECTION AGENCY WHICH IS APPROVED BY THE BUILDING OFFICIAL. ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL. 1.THE w/cm IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MAT. IN THE CONCRETE MIXTURE. 2.THE MAXIMUM w/cm LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE. 3.FOR PLAIN CONCRETE, THE MAXIMUM w/cm SHALL BE 0.45 AND THE MINIMUM F'c SHALL BE 4,500 PSI. 4.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MAT. TO THOSE LISTED ARE PERMITTED FOR ALL SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN 26.4.2.2(c). 5.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE w/cm DOES NOT EXCEED 0.40. 6.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2. 7.THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(c). 8.IF TYPE V CEMENT IS USED AS THE SOLE CEMENTITIOUS MAT., THE OPTIONAL SULFATE RESISTANCE REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIFIED. 9.THE MASS OF SUPPLEMENTARY CEMENTITIOUS MAT. USED IN DETERMINING THE CHLORIDE CONTENT SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT. 10.CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ATRE IN 26.4.2.2. 11.CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5. 2024 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: 8d COMMON 10d COMMON Ø= 0.131 - L= 2 1/2" Ø= 0.148 - L= 3" 16d COMMON Ø= 0.162 - L= 3 1/2" 8d SINKER Ø= 0.113 - L= 2 3/8" 10d SINKER Ø= 0.12 - L= 2 7/8" 16d SINKER Ø= 0.148 - L= 3 1/4" COLOR CHART FOR STRUCTURAL NAILS TYPE OF FASTENER SIZE & DIAMETER COLORS YELLOW BLUE BLACK PURPLE GREEN ORANGE 2 3/8 x 0.1138d Cooler 2 1/2 x 0.1318d Common 3 1/4 x 0.13116d Short 3 x 0.14810d Common 3 1/4 x 0.14812d Common 3 1/2 x 0.16216d Common (16d Sinker) FASTENERS SPECIFIED ON THE DRAWINGS MAY BE COLORED USING MANUFACTURER’S BRANDS THAT UTILIZE THE COLOR CODED SYSTEM. FOLLOW ALL APPLICABLE CODE AND MANUFACTURER’S REQUIREMENTS/RECOMMENDATIONS FOR INSTALLATION & HANDLING OF THE PRODUCTS. FASTENER TABLE RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/17/26 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 260166 T. I . P H O N G O 32 8 N _ H A R B O R B L V D , SA N T A A N A , C A 9 2 7 0 3 S.0 GENERAL NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. FRAMING NOTES: LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS X SDX DETAIL NUMBER DETAIL SHEET NUMBER LEGEND: INDICATES EXISTING ROOF RAFTER JOIST R1 JOISTS TABLE: ROOF JOIST 2 x 6 DFL#2 @ 16" O.C. INDICATES ROOF JOIST AT MECH PLATFORM, SEE JOISTS TABLE JOIST SPECIFICATIONS 18X48 18 X 8 4 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 4 8 (E)(E) (E ) (E) (E ) (E ) S T L . B E A M (E ) S T L . B E A M § 12" Ø18" U.L. LISTED RECESSED ROUND LED FIXTURE AND LED LIGHT. (E) JOIST (E) JOIST (E) JOIST (E) JOIST 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X 1 2 2X12 BLK'G R1 1 S1 4 S1 3 S1 2 S1 TYP. @ 24" O.C., TYP. 18X48 18 X 8 4 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 4 8 (E) CONCRETE SLAB TO BE REMAINED (E) FOOTING, TYP. 6 S1 TYP. DETAIL SHEET NUMBER DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) SYMBOLS LEGEND SDX X DETAIL NUMBER EXISTING FOOTING REBAR NEW SLAB/ FOOTING SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x"X INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE FOUNDATION NOTES 1. REFER TO S.0 SHEET FOR MORE INFO. 3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. 5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. 9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. 11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/17/26 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 260166 T. I . P H O N G O 32 8 N _ H A R B O R B L V D , SA N T A A N A , C A 9 2 7 0 3 S1 FOUNDATION PLAN ROOF FRAMING PLAN ROOF SHEATHING ROOF SHEATHING 2X6 @ 16" O.C. A/C UNIT BY OTHER. 2X6 BLOCKING JOIST PER PLAN. A35 @ 24" O.C. CONN. TO PLATFORM (1) 3 8" DIA.X 6" LONG LAG SCREW EA. CORNER. (4 TOTAL), OR EQUAL. INSERTION SCALE:111 RRC250305_01 MECH. PLATFORM 1/12 1.HOOD SEE MECHANICAL PLAN. 2.3/8" THREADED ROD A36 CONNECTED TO (E) ROOF SYSTEM @ 4 CORNER. 3."X" BRACE WIRE #12 ALL 4 SIDE 4.(N) 2X STUD WALL. 5.HOOD HANGING ANGLE 6.2"X18" GAL V16G.. "Z" BAR ON EACH END 6" W/ (4)FPHSD34S1214 STRONG-DRIVE SCREW BRACE HOOD TO THE WALL. 7.GREASE DUCT SEE MECHANICAL PLAN. 8.SOLID WELD ANGLE TO EXHAUST DUCT. 9.EXHAUST FAN SEE MECHANICAL PLAN. 10.(E) ROOF SHEATHING. 11.(N) 2X SOLID BLOCKING W/ A35 EA. SIDE AT TOP & BOTTOM. 12.(E) ROOF FRAMING SYSTEM. 13.SEE DETAIL"A" FOR CONNECTION. 14.OPENING SEE DETAIL "B". 111 HOOD CONNECTION DETAIL RRC_260030 9ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 8ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~114ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 12ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 11ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 13ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 13ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~14ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 5ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 5ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 24 " M I N . 1 1 2 4 1.(E) ROOF FRAMING. 2.OPENING FOR VENT (14" MAX.), SEE MECHANICAL PLANS. 3.2X SOLID BLOCKING. 4.A35 EA. SIDE AT TOP & BOTTOM. 3 INSERTION SCALE:111 RRC_260030-1 DETAIL "B" - OPENING DETAIL 1/12 1.(E) ROOF FRAMING. 2.(N) 2X SOLID BLOCKING W/ A35 EA. SIDE AT TOP & BOTTOM. 3.ANGLE 3X3X3/8X4" LONG W/ (2) - #14 SCREWS INTO STUD OR BEAM. 4.3/8" THREADED ROD A36 5.NUT & 2" SQ.X3/16" THK. WASHER. 1 13 3 5 5 4 4 2 2 INSERTION SCALE:111 RRC_260030-2 DETAIL "A" - HOOD SUPPORT 1/12 SCALE: ROOF FRAMING PLAN 1/4" = 1'-0" 111 NON-BEARING WALL DETAIL 79 10 8 6 3 2 5 42 3 42 3 2 1 1 1 PERPENDICULAR PERPENDICULAR 3 4 111 1/ 2 " TY P . PARALLEL 1.TRUSS BOTTOM CHORD. 2.SIMPSON STC @ EA. CONNECT. (MAX. @ 24" O.C.) 3.1X OVER 2X PLATE OR (2) 2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED 4.2X BLK'G. @ 24" O.C. W/ (2)-16d TO EA. MEMBER. 5.2X MEMBER W/ (2)-16d TO BLK'G. 6.2X8 BRACING. 7.DBL. TOP PLATE. 8.(2)-16d @ 12" O.C. 9.EDGE NAILING. 10.2X CEILING JOIST OR FLOOR JOIST. 11.2X BLK'G. X 12" LONG @ ±6'-0" O.C. NAILED TO TOP PLATE W/ (3)-16d. PARALLEL TRUSS CONDITION CONVENTIONAL/ FLOOR CONDITION 111 NON-BEARING WALL 1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION. NOTES: 1. CONC. SLAB PER PLAN 2. 2X TREATED SILL PLATE WITH SIMPSON 2-1/2" SHOT PIN PDPA250 @ 32" O.C. PER (ICC ESR-2138). SEE SHEET S.0 FOR MORE INFORMATION. -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. SCALE: FOUNDATION PLAN 1/4" = 1'-0" SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REPRODUCTION, PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF TND STUDIO. TITLE TO THE DRAWINGS REMAINS WITH TND STUDIO WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA-FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 04 / 1 1 2 5 I S S U E F O R S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 - 8 5 5 - 0 8 2 0 THINH@TND-STUDIO.COM 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET DATE SIGN: 03/18/2026 EXP: 06/30/2026 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REPRODUCTION, PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF TND STUDIO. TITLE TO THE DRAWINGS REMAINS WITH TND STUDIO WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA-FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 04 / 1 1 2 5 I S S U E F O R S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 - 8 5 5 - 0 8 2 0 THINH@TND-STUDIO.COM 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET DATE SIGN: 03/18/2026 EXP: 06/30/2026 P0.4 FORMS T-24 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET P0.5 FORMS T-24 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET P0.6 T-24 PLUMBING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 NOT IN SCOPE OF WORK SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REPRODUCTION, PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF TND STUDIO. TITLE TO THE DRAWINGS REMAINS WITH TND STUDIO WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA-FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 04 / 1 1 2 5 I S S U E F O R S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 - 8 5 5 - 0 8 2 0 THINH@TND-STUDIO.COM 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET N N 1 2 DATE SIGN: 03/18/2026 EXP: 06/30/2026 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REPRODUCTION, PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF TND STUDIO. TITLE TO THE DRAWINGS REMAINS WITH TND STUDIO WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA-FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 04 / 1 1 2 5 I S S U E F O R S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 - 8 5 5 - 0 8 2 0 THINH@TND-STUDIO.COM 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET N ™ D A B C DATE SIGN: 03/18/2026 EXP: 06/30/2026 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REPRODUCTION, PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF TND STUDIO. TITLE TO THE DRAWINGS REMAINS WITH TND STUDIO WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA-FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT 04 / 1 1 2 5 I S S U E F O R S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: T N D S T U D I O 7 1 4 - 8 5 5 - 0 8 2 0 THINH@TND-STUDIO.COM 04 / 1 1 / 2 5 IS S U E F O R S U B M I T T A L 1 SHEET DATE SIGN: 03/18/2026 EXP: 06/30/2026 M0.1 NOTES, LEGENDS MECHANICAL &ABBREVIATIONS L SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WI THOU T THE EXPRESS PRI OR WR ITT EN C ONSEN T OF TN D ST UD IO. T IT LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITHO UT PR E JU DI CE. V ISUAL CO NTACT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T IT UT E PR IM A -FAC I E EVI D EN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 1 1 M0.2 SCHEDULES MECHANICAL SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET M0.4 SPECIFICATIONS GREASE DUCT SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET M0.3 TITLE 24 MECHANICAL SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 M1.1 FLOOR PLAN MECHANICAL SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 15'-10" 11 ' - 7 " 15'- 1 " M1.2 ROOF PLAN MECHANICAL SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 1 5424 ND-2-PSP-F CAPTIVEAIRE 12' 0"600 DEG I HEAVY 275 3300 4"18"3300 1867 -1.151"2640 430 SS WHERE EXPOSED ALONE ALONE HOOD NO TAG MODEL MANUFACTURER LENGTH MAX COOKING TEMP TYPE APPLIANCE DUTY DESIGN CFM/FT TOTAL EXH CFM EXHAUST PLENUM RISER(S) WIDTH LENG HEIGHT DIA CFM VEL SP TOTAL SUPPLY CFM HOOD CONSTRUCTION HOOD CONFIG END TO END ROW 1 CAPTRATE SOLO FILTER 9 20"16"85% SEE FILTER SPEC 3 RECESSED ROUND NO YES 775 LBS HOOD NO TAG FILTER(S) TYPE QTY HEIGHT LENGTH EFFICIENCY @ 7 MICRONS LIGHT(S) QTY TYPE WIRE GUARD UTILITY CABINET(S) LOCATION SIZE FIRE SYSTEM TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY FIRE SYSTEM PIPING HOOD HANGING WEIGHT 1 STRUCTURAL FRONT PANEL. RIGHT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430 SS. LEFT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430 SS. HOOD NO TAG OPTION 1 Front 144"20"6" MUA MUA MUA MUA 12" 12" 12" 12" 28" 28" 28" 28" 660 660 660 660 0.166" 0.166" 0.166" 0.166" HOOD NO TAG POS LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG DIA CFM SP 1 WALL MNT 12"x60"x30"TANK FS 4.0/4.0 SC-311110MA 1 LIGHT 1 FAN 340.00 LBS UTILITY CABINET(S) HOOD NO LOCATION SIZE FIRE SYSTEM TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY WEIGHT ECON-AIR RECOMMENDS THE USE OF LISTED, PRE-FABRICATED ROUND GREASE EXHAUST DUCT TO REDUCE STATIC PRESSURE IN THE SYSTEM, MINIMIZE INSTALLATION AND INSPECTION TIMES, AND ENSURE DUCT IS LIQUID TIGHT HVAC DISTRIBUTION NOTE HIGH VELOCITY DIFFUSERS OR HVAC RETURNS SHOULD NOT BE PLACED WITHIN TEN (10) FEET OF THE EXHAUST HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. PATENT NUMBERS AC-PSP WALL (CANADA) - CA PATENT 2820509. AC-PSP (UNITED STATES) - US PATENT 7963830 B2. AC-PSP ISLAND (CANADA) - CA PATENT 2520330. 12' 0"NOM./12' 0.00"OD. 54" 20" 19 1/4" 10" 12" 28" 35 1/4" 10" 12" 28" 35" 10" 12" 28" 35 1/4" 10" 12" 28" 3" § 72"72" 12" Ø18" U.L. LISTED RECESSED ROUND LED FIXTURE AND LED LIGHT. NOTE: ADDITIONAL HANGING ANGLES PROVIDED FOR HOODS 12' AND LONGER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD). HOOD CORNER HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. (HARDWARE BY INSTALLER) 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. SUPPLY PLENUM HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR SUPPLY PLENUM). SUPPLY PLENUM HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION ABOVE CEILING ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. (HARDWARE BY INSTALLER) HOODS #SURFACE *CLEARANCE 1 TOP 18" FRONT 0" BACK 18" LEFT 18" RIGHT 18" - *0" CLEARANCE TO COMBUSTIBLES CONFORMS TO UL710 STANDARD.3" INTERNAL STANDOFF. GREASE DRAIN WITH REMOVABLE CUP. SEE HOOD TABLE. §EXHAUST RISER. HANGING ANGLE. RECESSED ROUND LED FIXTURE AND LED LIGHT, 3500 K WARM OUTPUT. 23.5% OPEN STAINLESS STEEL PERFORATED PANEL. ATTACHING PLATES. SUPPLY RISER WITH VOLUME DAMPER. 6" 2 3/4" 20" 18" 20" 4" 4 1/2" 21" 27" 80" LEFT AND RIGHT VERTICAL END PANELS WITH ADJUSTABLE LEGS. GAS CHASE CUTOUT (FOR GAS AND POWER LINES). EQUIPMENT BY OTHERS. 48.0" MAX. 80" 24" NOM. 54" *6" *6" CLEARANCE ABOVE HOOD REQUIRED FOR FIRE SYSTEM PIPING. *24" *24" CLEARANCE ABOVE HOOD RECOMMENDED FOR SERVICEABILITY. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 20" CAPTRATE SOLO FILTER WITH HOOK. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m AC C O R D A N C E No . 9 6 BU I L T NF P A WI T H IN S LI D TE R MASTER DRAWING 7480959 JH Ea s t e r n L A & O r a n g e C t y M e c h 30 0 2 D o w A v e n u e , S u i t e 2 0 2 , T u s t i n , C A , 9 2 7 8 0 P H O N E : ( 7 1 4 ) 5 0 3 - 0 7 7 7 E M A I L : r e g 1 4 4 @ e c o n a i r . c o m Fo o d - t o - G o - 3 2 8 H a r b o r Sa n t a A n a , C A , 9 2 7 0 3 32 8 N o r t h H a r b o r B o u l e v a r d , U n i t A FOR MANUFACTURER DIRECT PRICING PLEASE CONTACT CAPTIVEAIRE REGION 144 reg144@captiveaire.com (714)503 - 0777 M2.1 HOOD KITCHEN SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 1 DU240HFA CAPTIVEAIRE 3300 2.000 978 ODP,PREMIUM 5.000 2.4400 3 208 15.2 750 FPM 358 19.2 FAN UNIT NO TAG QTY FAN UNIT MODEL #MANUFACTURER CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS)SONES 1 A2-20D 20MF-2-MOD A2 1500 2,900 0.500 1203 ODP,PREMIUM 2.000 0.9450 3 208 6.1 7.7A 15A 4.15 90.0°F 65.0°F 71.0°F 65.0°F 687 12.7 FAN UNIT NO TAG QTY FAN UNIT MODEL #BLOWER HOUSING MIN CFM DESIGN CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA MCA MOCP EVAP FLOW RATE (Gal/Hr) EVAP COOLER ENTERING DB TEMP EVAP COOLER ENTERING WB TEMP EVAP COOLER LEAVING DB TEMP EVAP COOLER LEAVING WB TEMP WEIGHT (LBS)SONES 1 2 1 1 1 1 1 1 1 GREASE BOX FAN BASE CERAMIC SEAL - DU/DR240HFA - INSTALLED AT PLANT - FOR GREASE DUCTS 2 YEAR PARTS WARRANTY SIZE 2 UNTEMPERED COMMERCIAL DOWN DISCHARGE FOR DIRECT DRIVE AHUS EVAPORATIVE COOLER WIRING HARNESS SEPARATE 120V WIRING PACKAGE (REQUIRED AND USED ONLY FOR DCV OR PREWIRE WITH VFD) - THREE PHASE ONLY 2 YEAR PARTS WARRANTY FAN UNIT NO TAG QTY DESCRIPTION 1 YES FAN UNIT NO TAG EXHAUST GREASE CUP GRAVITY DAMPER WALL MOUNT SUPPLY SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 2 # 1 # 2 # 2 # 2 43 LBS 62 LBS CURB CURB RAIL RAIL 31.500"W X 31.500"L X 20.000"H VENTED HINGED. 31.000"W X 31.000"L X 14.000"H. 4.000"W X 4.000"L X 36.000"H. 4.000"W X 4.000"L X 36.000"H. NO ON FAN WEIGHT ITEM SIZE - VARIABLE SPEED CONTROL. - THERMAL OVERLOAD PROTECTION (SINGLE PHASE). - HIGH HEAT OPERATION 300°F (149°C). EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST 31" 33" 41 7/8" 23 7/8" 2" 30 5/8" - INTERNAL WIRING. - ROOF MOUNTED FANS. - RESTAURANT MODEL. FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS). 41 7/8" 33" - NEMA 3R SAFETY DISCONNECT SWITCH. DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS). 37 1/2" GREASE DRAIN. - GREASE CLASSIFICATION TESTING. - UL705 AND UL762 AND ULC-S645 ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. FAN #1 DU240HFA - EXHAUST FAN OPTIONS - GREASE BOX. - FAN BASE CERAMIC SEAL - DU/DR240HFA - INSTALLED AT PLANT - FOR GREASE DUCTS. - 2 YEAR PARTS WARRANTY. 31" 31" ROOF OPENING DIMENSIONS. 20" 31 1/2" 20 GAUGE CONSTRUCTION. STEEL 3" FLANGE. 31 1/2" HINGE KIT VENTED CURB. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Label Description Location MT-01 Fan Motor [3] SW-01 Main disconnect switch [3] Component Identification 23 Installed Options RD - RED BL - BLUE WH - WHITE OR - ORANGE BR - BROWN BK - BLACK PK - PINK PR - PURPLE GY - GRAY GR - GREEN YW - YELLOW WIRE COLOR DENOTES FIELD WIRING DENOTES INTERNAL WIRING NOTES SW-01 BK BK MT-01 GR BK GR BK BK BK 5 6 3 4 1 2 GR EXHAUST 5.0HP-208V-3P-15.2FLA VFD PART: ESV402N02TXB571 MOTOR INFO ELECTRICAL INFORMATION MOTOR/CTRL MCA: 19.0A MOTOR/CTRL MOP: 30A DRAWING NUMBER JOB MODELSHIP DATEEXH7480959-1 7480959 - Food-to-Go - 328 Harbor 4/21/2025 M2.2 HOOD KITCHEN SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET EXHAUST FAN 1 SC-311110MA WALL UTILITY CABINET RIGHT FACE MOUNT RIGHT SIDE OF HOOD HOOD # 1 1 LIGHT 1 FAN SMART CONTROLS THERMOSTATIC CONTROL W/ RELAY ON/OFF WITH SUPPLY EXHAUST SUPPLY 3 3 5.000 2.000 208 208 15.2 6.1 NO TAG PACKAGE #LOCATION SWITCHES LOCATION QUANTITY OPTION FANS CONTROLLED TYPE ɸ HP VOLT FLA Field Connection Antennas Wired OR Paddle Field Connection to Router OR Ethernet switch Connection for Modbus Factory wired OR Field Wired Terminal Blocks for wired connection Cellular Module Compute module DESCRIPTION OF OPERATION: 7480959 Food-to-Go - 328 Harbor SC-311110MA 4/21/2025 INSTALL ECP #1-1 3 Phase w/ control for 1 Exhaust Fan, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. BREAKER PANEL TO PRIMARY CONTROL PANEL Responsibility: Electrician BREAKER PANEL PRIMARY CONTROL PANEL BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED BREAKER 1PH CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. Hot Neutral H1 N1120 V 15 A Ground GND 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 WIRE TO VFD QUICK CONNECTOR BREAKER 3PH MCA: MOCP: LINE LINE Ground EXH-1 SM-1 GND L1 L2 LINE L3208 V 19.0 A 30 A BREAKER 3PH WIRE TO VFD QUICK CONNECTOR MCA: MOCP: LINE LINE 208 V Ground SUP-2 SM-2 GND L4 L5 LINE L67.6 A 15 A CONTROL PANEL TO FANS Responsibility: Electrician PRIMARY PANEL FANS Load Wiring WIRE TO VFD QUICK WIRE TO DISCONNECT CONNECTOR MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! FLA: HP: VOLT: EXH-101 LOAD LEG 1 LOAD LEG 2 GND GROUND FAN: SM-1 LOAD LEG 3 U1 V1 W1 15.2 5.000 208 V Load Wiring BLACK BLACK BLACK GREEN WIRE TO VFD QUICK CONNECTOR WHITE RED FLA: HP: VOLT: MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! IF VFD MOUNTED IN 2ND PANEL, WIRE SF SIGNAL FROM PANEL WITH ECPM03. U2 V2 W2 LOAD LEG 1 LOAD LEG 2 LOAD LEG 3 GND GROUND SUP-202FAN: SM-2 N1 120V NEUTRAL 120V HOT N1 6.1 2.000 208 V H1 CONTROL PANEL TO ACCESSORY ITEMS Responsibility: Electrician CONTROL PANEL COMPONENT WIRE DIRECTLY TO CONTROL BOARD CAT-5 CONNECTION CONTROL PANEL REMOTE TO MOUNTED SWITCHES PLACE END OF LINE PLUG EOL120AIN EMPTY JACK. PN: EOL120A HMI J4 1 2 CONTROL PANEL HOOD LIGHTS TO 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD B1 W1 GND BLACK WHITE GREEN HOOD LIGHTS 1 WIRE DIRECTLY TO COMMUNICATION ROUTERCOMM MODULE. NET REQUIRES 1) DHCP 2) UDP PORT 1444 & 1445 OPEN FOR CAT-5 ETHERNET CONNECTION CONTROL PANEL WORLD WIDE TO WEB OUTBOUND TRAFFIC ONLY. -- WIRE TO CONTROL BOARD. INSTALL SENSOR IN ROOM AWAY FROM HEAT SOURCES. DO NOT INSTALL SENSOR CONTROL PANEL KITCHEN TEMP TO SENSOR ON THE CEILING GRID, SEE MANUAL. T1A T1B ROOM TEMP WIRE TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT CONTROL PANEL DUCT SENSOR TO T2A T2B HOOD 1 RISER 1 CONTROL PANEL GAS VALVE TO 120V ONLY ONLY ENERGIZED THROUGH LCD HMI WHEN FIRE SYSTEM ARMED. GAS N1 HOT TO GAS VALVE NEUTRAL GAS SOLENOID THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS CONTROL PANEL EXTERNAL SIGNAL FOR SHUNT TRIP ST TERMINAL IS ENERGIZED IN FIRE CONDITION. ST N1 NEUTRAL FROM SHUNT COIL HOT TO SHUNT COIL SHUNT COIL KS N1 NEUTRAL_TO_CONTACTOR_COIL HOT_TO_CONTACTOR_COIL CONTACTOR_COIL SPARE CONTACTS WILL MAKE CONTROL PANEL ON/OFF WITH DRY CONTACT SUPPLY FAN COMMON TO NORMALLY OPEN WHEN SUPPLY FAN IS ON. GROUP 1 SFC1 SFO1 COMMON NORMALLY OPEN SFC2 SFO2 COMMON NORMALLY OPEN CONTROL PANEL EXTERNAL TO SWITCH SIGNAL SWITCH THROUGH BMS WILL ACTIVATE ZONE1 FANS AND LIGHTS H1 IO1 BMS SWITCH C NO CONTROL PANEL GAS VALVE TO 24V DC ONLY ONLY ENERGIZED THROUGH LCD HMI WHEN FIRE SYSTEM ARMED. (NOT NEEDED IF USING 120V GAS VALVE). LGV N1D POSITIVE TO GAS VALVE NEGATIVE GAS SOLENOID CONTROL PANEL TO FIRE SYSTEM Responsibility: ALARM CONTRACTOR CONTROL PANEL COMPONENT CONTROL PANEL BUILDING SIGNAL FOR FIRE ALARM PANEL AL1 AL2 J9 BUILDING ALARM PANEL FIRE INPUT WIRE DIRECTLY TO CORE CIRCUIT BOARD. AL1 WILL MAKE AL2 IN FIRE CONDITION. CONTROL PANEL BUILDING SIGNAL FOR TROUBLE TROUBLE RELAY CONTACTS WILL MAKE TBC TO TBL IN TROUBLE CONDITION. BUILDING ALARM PANEL ALARM TBC TBL COMMON NORMALLY CLOSED CONTROL PANEL TO FIRE SYSTEM Responsibility: CERTIFIED INSTALLER CONTROL PANEL COMPONENT FIRE STAT SUPERVISED LOOP May be mixed factory and field wiring. See Installation Schematic. Multiple fire sensors possible. HIGH TEMP WIRE (842 F), PN: SLPCON-xFT required for all Supervised Loop wiring in contact with a hood. All other wiring shall be PN: 6320UL, Belden or similar. 21 22 23 24 FS-01 BK WH Fire Stat FS-02 BK WH Fire Stat CONTROL PANEL MOUNTED FIRE TO DUCT DETECTION STAT(S) FIRE STATS DESCRIPTION OF OPERATION: 7480959 Food-to-Go - 328 Harbor SC-311110MA 4/21/2025 INSTALL ECP #1-2 3 Phase w/ control for 1 Exhaust Fan, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. CONTROL PANEL SYSTEM PULL TO FIRE STATION MANUAL ACTUATION LOOP / REMOTE FIRE SYSTEM LOOP. Multiple manual actuation possible. Multiple manual actuation possible. A Plug jumper with wires from pin1 to pin4 and from pin2 to pin3 is mounted on J10, remove the jumpers and wire in the supervised actuation loop. Microswitch MS-01 is optional for fire system interlock. Auxiliary Interlock (AUX-01): Wire AU1 / AU2 of adjacent Master FS panel(s) in each manual activation loop for simultaneous activation. See Fire system drawings for more information. 101 102 103 104 AUX-01 AU1 AU2 PULL STATION MS-01 C NO Micro SW MAD-01 C NO Manual Actuation Device Adjacent FS Panel CAT-5 CONNECTIONCONTROL PANEL MASTER FS TO BOARD. PLACE END OF LINE PLUG EOL120AIN EMPTY JACK. PN: EOL120A CORE PCB ADDITIONAL DEVICES MAY BE INLINE. ECPM03 UNLESS VFD, PCU, OR OTHER COMPONENT IN SERIES. J3 J5 J6 CONTROL PANEL MASTER FS TO PANEL WIRE TO LIKE TERMINALS IN ALL CORE PANELS THAT MUST ACTIVATE TOGETHER. SET MASTER & SLAVE DIP SWITCHES PER FIRE SYSTEM SHIELDED TWISTED PAIRINTERLOCK NETWORK MASTER CORE MANUAL. CA CB CC BLACK RED SHIELD CA CB CC DESCRIPTION OF OPERATION: 7480959 Food-to-Go - 328 Harbor SC-311110MA 4/21/2025 INSTALL ECP #1-3 Fire System #1 TANK FS - 4.0/4.0. FS-1: MASTER DESCRIPTION OF OPERATION: 7480959 Food-to-Go - 328 Harbor SC-311110MA 4/21/2025 INSTALL ECP #1-4 Fire System #1 TANK FS - 4.0/4.0. FS-1: MASTER M2.3 HOOD KITCHEN SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET FIRE PROTECTION SPECIFICATIONS FLEX CONDUIT FOR FIELD WIRING. CURB. BLOWER DISCHARGE. 16" 18 3/4" 5 1/2" 6 1/8" LIFTING LUG. 3 3/4" AIRFLOW. BLOWER/MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ. SERVICE DISCONNECT SWITCH. AIRFLOW. 18" 16" Ø1 1/2" WATER DRAIN. AIRFLOW. Ø1/2" NPT WATER INLET WATER FILTER REQUIRED PROVIDED BY PLUMBER. FILTER/CONTROL ACCESS DOOR. CELDEK AIRFLOW. V-BANK FILTER MODULE. AIRFLOW. FILTER ACCESS DOOR. AIRFLOW. 37 3/8" 10 1/4" 31" 14" EQUIPMENT CURB. 40 1/8" 36 3/4" 31" 32 1/8" ADJUSTABLE LEG. 32 1/8" ADJUSTABLE LEG. 104 3/8" 134 11/16" MIN. 20" MINIMUM STRAIGHT DUCT PER AMCA* FAN #2 A2-20D - SUPPLY FAN 1. UNTEMPERED SUPPLY UNIT WITH 20" MIXED FLOW DIRECT DRIVE FAN IN SIZE #2 HOUSING. 2. EVAP COOLER (CELDEK) & V-BANK WITH 2" TA-13 FILTERS - OUTDOOR. 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT. 4. DOWN DISCHARGE CONSTRUCTION FOR SIZE 2 UNTEMPERED DIRECT DRIVE AHUS. 5. 120V WIRING CONNECTION TO ENERGIZE EVAPORATIVE COOLERS FROM UNTEMPERED SUPPLY FANS. 6. SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE. PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN. THIS 120V SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH. 7. HINGED DOUBLE WALL INSULATED DOOR ASSEMBLY (BURNER/BLOWER/EVAP SECTION). 8. 2 YEAR PARTS WARRANTY. *NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE AS OUTLINED IN AMCA PUBLICATION 201. WHEN USING RECTANGULAR DUCTWORK, ELBOWS MUST BE RADIUS THROAT, RADIUS BACK WITH TURNING VANES. FLEXIBLE DUCTWORK AND SQUARE THROAT/SQUARE BACK ELBOWS SHOULD NOT BE USED. ANY TRANSITION AND/OR TURNS IN THE DUCTWORK WILL CAUSE SYSTEM EFFECT. SYSTEM EFFECT WILL DRASTICALLY INCREASE STATIC PRESSURE AND REDUCE AIRFLOW. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT DUCT SIZE IS 20" x 20". L ETSDI R ROOF OPENING 2" SMALLER THAN CURB DIMENSION. 3" FLANGE. 20 GAUGE CONSTRUCTION. STEEL 14" 31" 31" CURB. M2.4 SPECIFICATION MAKEUP AIR UNIT SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBITED W ITH OUT THE EXPR ESS PRIOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -F A CI E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET DESCRIPTION OF OPERATION: FS-1: MASTER WH BK A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 FACTORY WIRING SCHEMATIC CIRCUIT BOARDS MOTOR POWER CIRCUIT PANEL LID COMPONENT LIST LABEL DESCRIPTION PN: ST-X varies Starter PN: OL-X varies Overload PN: C-X varies Contactor 120 VAC RELAY RA-x 24 VDC RELAY RD-x PN: PS-1 MDP18-24A-1C Power Sup. 24VDC BK PN: RA-x 34.110.0184.0 120V Relay DPDT WH PN: RA-x 34.110.0184.0 120V Relay DPDT GR UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG. N1 H1 DC - GN D DC + 8H1 7PCU 6ST 5KS 4KTS 3GAS 2AR1 1N1 120VJ9 5OV1 4SF1 3EF1 2B1 1IO1 120VJ7 AR1 H12x N12x B1 EF1 SF1 BK IO1 BK BK BK JUMPERW1 BK 14AWG BK 64 RD-1 BL PRDC+RO1 PN: RD-x 34.110.0188.0 24VDC Light Relay BK WHSF1RA-2 RD-1 24V 1 2 3 4 5 6 7 8 9 10 11 12 13 14 J6 N1N1 RO 1 FAN PANEL COOLING DRY CONTACTS (SHOWN DE-ENERGIZED) HOOD LIGHTS J3 ECPM03/DAISY CHAIN AR1 H1JUMPER FIRE SYSTEM BK BK BK GAS KS ST SM-1 SM-2 ECPM03 J10 IL 1 A IL 1 B JUMPER MAKE UP AIR INTERLOCK. 1 2 11 1 JUMPER 1 2 11 1 JUMPER NOTE: All items on ECPM03 J3 line to be daisy chained from one component to the next, with EOL120A at end of line. Place PN: EOL120A in empty RJ45 port. NOTE: Configure ECPM03 for COREJ3 ECPM03 or Previous EOL J5 MASTER CORE FIELD WIRED RA-2-1 SFC1 SFO1 14 AWG YW RA-2-2 SFC2 SFO2 14 AWG YW 24 X 18 X 8.62 BOX CONTROL INPUT 120V H1=LINE, N1=NEUTRAL, 15A BREAKER. DO NOT CONNECT TO SHUNT TRIP BREAKER. SEE INSTALLATION SCHEMATIC FOR ADDITIONAL REQ. LEGEND FIELD WIRING FACTORY WIRING BK- BLACK YW- YELLOW BL- BLUE GY- GREY BR- BROWN PR- PURPLE OR- ORANGE RD- RED WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE WH / B L BL H1N1 DC - DC + LN -+ PS-01 AC 24V GN D DCKSKSBKKS BK BK GAS ST BKEF1 PR WH GR / Y W WH / B L BL J4 J5 FAN SECONDARY PANEL COOLING IF NECESSARY EF1 WHBK J1 ECPM03 SCADA WIRED BK RD + - DEST DEST ILB ILC ILA DEST DEST TO ETH CAT-5 PN: SCADA SCADA Module SHDANT Wired to Master CORE (if applicable) Use shielded wire BK RD SD JUMPER ECPM03 J10 IL 2 A IL 2 B TERMINAL GAS USED FOR 120V POWERED GAS VALVES ONLY 7480959 Food-to-Go - 328... FACTORY SC-311110MA 4/21/2025 ECP #1-6 3 Phase w/ control for 1 Exhaust Fan, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. BK BK BK BK BK BK BK BK BK BK BK BK U/T1 V/T2 W/T3 L1 L2 L3/N GR GR GND VFD: HP: MTR: FLA: P107: P108: P410: P150: P100: P194: P101: P131: P167: P103: P102: L1 L2 L3 12 AWG 3 PH 30 A 208 V U1 V1 W1 SM-1 ESV402N02TXB571 225 01 01 11 92 00 15.2 5.000 EXH-1 N/A N/A 64.8 64.8 0.0 GND BK BK BK BK BK BK BK BK BK BK BK BK U/T1 V/T2 W/T3 L1 L2 L3/N GR GR GND VFD: HP: MTR: FLA: P107: P108: P410: P150: P100: P194: P101: P131: P167: P103: P102: L4 L5 L6 14 AWG 3 PH 15 A 208 V U2 V2 W2 SM-2 ESV152N02YXB571 225 01 01 21 87 00 6.1 2.000 SUP-2 N/A N/A 53.3 50.2 0.0 GND A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 FACTORY WIRING SCHEMATIC CORE FIRE PROTECTION COMPONENT LIST LABEL DESCRIPTION 120 VAC RELAY RA-x 24 VDC RELAY RD-x 24 VOLT BATTERY PACK 5 AMP FUSE RD SHIELDED TWISTED PAIR PCB-2 J3-2 J4-1 J3-11 J4-3 J4-2 J4-8 J4-9 J4-12 J3-14 J4-5 J3-13 J3-4 J4-6 J3-10 J2-1 J2-2 J2-3 J2-4 J7-2 J7-3 J7-1 J3-1 J3-3 RD RD BR RD ALL 18AWG RD BK ORRD PKRD BRRD RD OR/BL BK 18AWG BK BK J3-5 J1-1 J1-2 RD BK BK RD FIRE STAT SUPERVISED LOOP May be mixed factory and field wiring. See Installation Schematic. Multiple fire sensors possible. + + RD BK BK RD Shield BK RD RS-485 CORE INTERLOCK NETWORK. Connection to other CORE Panels or Communication Module. See Installation Schematic for Connection. N1D 3xH1D3x DISCONNECT J1 21 22 23 24 16AWG WHN1 H1 PN: 1606-XLP-60EQ Adjust power supply to 27.5 Volts with an accurate Digital Volt Meter or with an HMI plugged into the CORE board. NL +- PSM-2 60W GR BK GND PN: PCB-2 PCBCORE-APP CORE PCB PN: PS-02 1606-XLP-60E CORE POWER SUPPLY PN: WS-x varies Water Solenoid PN: LT-06 WL-1090D1-28V 24V Red Ind. Light PN: LL-01 AQ5510 Surf. Level Sensor PN: AA-01 SCE120LA3FP1B Audible Alarm PN: PB-XX ZB4BA2/ZB4BZ1015 Prime/Reset Switch PN: SW-04 BZ-2RQ1-A2 Tamper Switch PN: SP-1 50000-805 Surfactant Pump PB-01 Prime / Reset RD-20 Trouble Relay RD-17 Fire Relay DRY CONTACTS (SHOWN DE-ENGERGIZED) AA-01 Audible Alarm SW-04 Door Tamper Switch C NO FS-01 BK WH Fire Stat FS-02 BK WH Fire Stat HIGH TEMP WIRE (842 F), PN: SLPCON-xFT required for all Supervised Loop wiring in contact with a hood. All other wiring shall be PN: 6320UL, Belden or similar. Factory mounted hood sensors will be terminated at junction box on top of hood. PN: GV-1 varies 24v DC Gas Valve INTERLOCK FOR AUTOMAN ACTIVATION. Used for activating 120V automan or adjacent Master CORE panels during active Fire Condition. RD-18-1 YW J3-16 J3-8 LT-6 R FIRE INDICATOR DIP Switch ATTENTION: LOW-VOLTAGE DC OR SIGNALING WIRE SHOULD BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES. RD/GNRDRD-19 Equipment Relay COOKING EQUIPMENT DISABLE RELAY. For UDS Kill Switch, wire EKC and EKS terminals to like terminals in UDS panel. RD-19-1 EKC EST EKS YW INTERLOCK FOR AUTOMAN ACTIVATION. Used for activating 120V automan or adjacent Master CORE panels during active Fire Condition. RD-18-1 YW RD OR/BLRD-18 Auxiliary Interlock Relay PN: FS-XX 12-F28021-000360 Duct Fire Sensor PN: LT-05 WL-1090D3-28V 24V YLW Ind. Light PN: PS-01 Station STI-SS2431 Remote Puill/Push FOR SHIPMENT J10-1 J10-2 J10-3 J10-4 RD BK BK RD 101 102 103 104 MANUAL ACTUATION LOOP / REMOTE FIRE SYSTEM LOOP. Multiple manual actuation possible. A Plug jumper with wires from pin1 to pin4 and from pin2 to pin3 should be mounted on J10 if there is no manual actuation device and no microswitch. MAD-01 C NO Manual Actuation Device MS-01 C NO Micro SW 1 2 3 4 5 6 7 8 SW 1 ON PUT END OF LINE PLUG IN EMPTY RJ45 J3 ECPM03 UNLESS PCU AFM OR OTHER COMPONENT IN SERIES. CAT-5 WIRING (MASTER ONLY) FIELD WIRED IF REMOTE PREWIRE PN: RD-XX PLC-RPT-24DC/21 24VDC Phoenix Relay AUX-01 AU1 AU2 Auxiliary Interlock (AUX-01): Wire AU1 / AU2 of adjacent Master CORE panel(s) in each manual activation loop for simultaneous activation. AU1/AU2 will have continuity for 10 seconds if adjacent panel goes into fire condition, activating this CORE Panel but allowing for a reset after 10 seconds. NOTE: AU1/AU2 terminals of CORE Panel should not be wired into its own manual activation loop. Adjacent CORE Panel Master CORE set DIP SW 8 to CLOSED position. Slave CORE with address 1 set DIP SW 8 to CLOSED position. All other CORES set DIP SW 8 OPEN. 18AWG LEGEND FIELD WIRING FACTORY WIRING BK- BLACK BL- BLUE BR- BROWN OR- ORANGE WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY PR- PURPLE RD- RED GR- GREEN FIRE INDICATOR FAULT CONDITION FLASH CODES 2 Release Solenoid 3 Pressure Switch 4 Auxiliary Fault 5 Microcontroller Fault 6 N/A 7 Supervised Loop 8 Ground Fault 9 Surfactant Low 10 Battery Voltage Low 11 AC Power Failure 12 Door Tamper Switch 13 Test Mode 14 CORE Interlock Network 15 Fault on Hood in Interlock Network 16 Fault on PCU in Interlock Network FIRE ALARM SYSTEM DRY CONTACTS. Termials AL1 & AL2 make in FIRE. To Building Fire Alarm Panel J9 AL1 AL2 J3-7 FIRE SYSTEM DRY CONTACTS. Dry contacts will make C2 to AR2 when system is armed. RD-17-1 C2 AR2 14 AWG YW TROUBLE RELAY. Contact terminals TBC & TBL make if there is trouble. Contact terminals TBC & TOK make if the system is ok. RD-20-1 TBC TBL TOK YW RD PS OR J4-9 PN: PS EWC-PRESSURE Pressure Switch PR RS SW-05-1 Test Armed 3 4 YW RS-1 RELEASE SOLENOID BLBR RD ORSW-05-3 Test Armed 3 4 J4-13 PN: SW-05 ZB5AD2 TEST/ARM Switch RS2PRSW-05-2 Test Armed 3 4 YW PS-1 Pressure Switch WH PN: PWS-01 24VDC 18W POWER 24VDC Power Suppl CA CB CC AU1AU1 AU2AU2 TR2 PN: MAD-01 DEVICE MANUAL ACTIVATION GAS VALVES SHOULD BE WIRED TO MASTER CORE BOARD ONLY. RDRD GV-1 24V DC Gas ValveLGVPK TERMINAL LGV USED FOR 24VDC POWERED GAS VALVES ONLY. (2nd Contact) 7480959 Food-to-Go - 328... FACTORY SC-311110MA 4/21/2025 ECP #1-7 Fire System #1 TANK FS - 4.0/4.0. FS-1: MASTER M2.5 SPECIFICATIONS FIRE WIRING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISUAL C ONTAC T WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET KITCHEN HOOD M2.6 LAYOUT FOOD SERVICE FOR SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET REFERENCE DRAWING A-2.1 FROM TND AND FOR RERENCE ONLY P0.1 NOTES, LEGENDS PLUMBING & ABBREVIATIONS SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET 1 1 P0.2 DIAGRAMS PLUMBING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBI TED WITHOUT THE EXPRESS PRIOR WR IT T EN CON S EN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F AC IE EV I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET GREASE INTERCEPTOR CALCULATIONS Step 1: Flow rate to grease interceptor Fixture flow rate: (cu in / 231) = gal x 0.75 / 2 min = 2 min flow rate NAME TYPE DIMENSIONS QTY CU IN FLOW RATE 3 Compartment Sink 3 Compartment Sink 21" x 21" x 14" (3) 1 18,522 30.07 GPM Dishwasher Dishwasher (Conveyor) 25 gal. 1 5,775 12.5 GPM Floor Drain Emergency Floor Drain Emergency N/A 2 N/A 0 GPM Hand Sink Hand Sink 10" x 14" x 5" 3 700 3.42 GPM Mop Basin Mop Basin 24" x 24" x 10" 1 5,760 9.35 GPM Prep Sink One Bowl Prep Sink One Bowl 21" x 21" x 14" 2 6,174 20.04 GPM Total 75.38 GPM Step 2: Grease Production Servings per day x Grease production value x Days between pump-outs = Grease output Servings per day: 120 Grease production value: 0.0455 lbs per serving (Chinese: High / Flatware) Days between pump-outs: 90 days 120 x 0.0455 x 90 = 491.4 lbs of FOG SCHIER MODEL GB-1000 Description: GREASE INTERCEPTOR 100 GPM, 4" PLAIN/FPT CONNECTIONS, H-20 RATED PICKABLE CAST IRON COVER Dimensions: Length: See specification on sheet P0.7 Flow Rate/Grease Capacity: 100 GPM / 5,195 lbs Liquid Capacity: 1,000 gal 1 P0.3 DIAGRAMS PLUMBING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET P0.7 SPECIFICATIONS PLUMBING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PROHIBIT ED W ITH OUT THE EXPR ESS PR IOR W RITTEN C ONSE NT OF TN D STUD IO. T ITLE TO T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O W ITH OUT P REJU DI CE. VISU AL C ONTAC T W ITH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L C ON S T I T U T E PR I M A -FAC I E EVI D E NC E OF TH E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET FLOW SPECIFICATION NOTES (1) 4" FPT inlet/outlet with 4" plain end fittings Unit weight: 644 lbs. For wet weight, add 8,413 lbs. For traffic-rated(2) cover(s), add 90 lbs per cover. For pedestrian cover(s), add 7 lbs per cover. Maximum operating temperature: 150º F continuous(3) Liquid Capacity: 1000 gal(4) Grease Capacity (100 GPM): 5,495 lbs (753 gal) Grease Capacity (200 GPM): 4,959 lbs (679 gal) Solids Capacity: 211 gal Satisfies Miami DERM 99% efficiency requirements by retaining the(5) following capacities at 99% efficiency: Grease Capacity (100 GPM): 5,272 lbs (722 gal) Grease Capacity (200 GPM): 3,127 lbs (428 gal) This unit does not require flow control for 100 GPM and 200 GPM(6) applications For gravity drainage applications only(7) Do not use for pressure applications(8) Cover placement allows full access to tank for proper maintenance(9) Vent not required unless per local code(10) Engineered inlet and outlet diffusers with inspection ports are(11) removable to inspect / clean piping Integral air relief / Anti-siphon / Sampling access(12) Cover adapters provide an adjustable height range of 5"(13) Designed for below-grade, above-grade, indoor or outdoor installations(14) Safety Star® (450 lbs load capacity) is an access restrictor built into(15) each cover adapter to prevent accidental entry into tanks CERTIFIED PERFORMANCE Great Basin® hydromechanical grease interceptors are third party performance-tested and listed by IAPMO to ASME A112.14.3 / CSA B481.1-2022 (Type D) grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. ENGINEER SPECIFICATION GUIDE Schier Great Basin® grease interceptor model GB-1000 shall be lifetime guaranteed and made in USA of seamless, molded polyethylene with minimum 7/16" uniform wall thickness. Interceptor shall be furnished for above or below-grade installation with adjustable cover adapter and Safety Star® access restrictor built into each cover adapter. This unit is certified for hydromechanical performance to ASME A112.14.3/CSA B481.1-2022 (Type D) as well as certified to ANSI/CAN/IAPMO Z1001-2021 for gravity grease interceptors. Flow control not required. Interceptor flow rate shall be 100 GPM or 200 GPM. Interceptor grease capacity shall be 5,495 lbs. COVERS SOLD SEPARATELY This unit is provided with temporary cover(s) intended for the duration of jobsite installation. Purchase one of the following finish covers. T24-GI (8044-000-01): Traffic-rated (AASHTO H-20) cast iron cover• shall provide water/gas-tight seal and have a minimum of 16,000 lbs load capacity. For outdoor installation. P24-GI (8045-000-01): Pedestrian-rated poly cover shall provide• water/gas-tight seal and have a minimum of 2,000 lbs load capacity. For indoor installation. Satisfies Miami DERM 99% efficiency requirements. Product labels are permanently attached to inside and outside of unit for easy viewing. TOP VIEW {COVER(S) REMOVED FOR CLARITY} ISOMETRIC VIEW 05/05/2025 C.FINCHAM 6455 Woodland Dr Shawnee, KS 66218 tel: 913-951-3300 fax: 913-951-3399 schierproducts.com Made in the U.S.A. DATE DRAWN BY PROPRIETARY AND CONFIDENTIAL: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS PROHIBITED. DESCRIPTION MODEL NUMBER GB-1000 GB-1000 GREASE INTERCEPTOR 100 GPM / 200 GPM, 4" PLAIN/FPT CONNECTIONS PART NUMBER 4080-300-01 REV A 00101ECO 92" 27"38"27" 73-3/4" Safety Star® AA B B 15-3/4" 54" INVERT 58"56" SECTION A-A CL 4" outletCL4" inlet Static water line Adjustable cover adapters with temporary cover; replace cover after finish installation 73-3/4"68" SECTION B-B Ø 6" TYP. Baffle wall opening for fluid pass through Vent opening between tank compartments 18X48 18 X 8 4 18X48 18 X 4 8 18 X 3 6 18 X 3 6 18 X 4 8 18 X 4 8 18 X 2 4 18 X 4 8 1 P1.1 FLOOR PLAN PLUMBING SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART IS PR OHIBITED WITHOUT THE EXPRESS PRIOR WR IT T EN CON SENT OF TND S TU DI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HOU T PR EJ UD IC E . VI S UAL CON T A CT WI TH T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO NST ITU TE P R IMA-F A C IE E V I DEN C E O F T HE ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . CLIENT STAMP SHEET Dong Engineering, Inc. 7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841 Office: (714) 617-5979 Email: info@dongengineering.com DATE:5/6/2026 CLIENT: JOB NO.:260166 Project: T.I. PHO N GO STRUCTURAL CALCULATIONS FOR THE BUILDING AT: 328 N_HARBOR BLVD, SANTA ANA, CA 92703 1 of 9 ASCE Hazards Report Address: 328 N Harbor Blvd Santa Ana, California 92703 Standard:ASCE/SEI 7-22 Latitude:33.748041 Risk Category:II Longitude:-117.920453 Soil Class:Default Elevation:73.61852200474276 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 101 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 133 Vmph 1,000,000-year MRI 151 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Apr 16 2026 Page 1 of 5https://ascehazardtool.org/Thu Apr 16 2026 2 of 9 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2. Page 2 of 5https://ascehazardtool.org/Thu Apr 16 2026 3 of 9 PGA M : 0.68 SMS : 1.76 SM1 : 1.26 SDS : 1.17 SD1 : 0.84 T L : 8 SS : 1.51 S1 : 0.59 VS30 : 260 Seismic Design Category:D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 3 of 5https://ascehazardtool.org/Thu Apr 16 2026 4 of 9 Data Accessed: Thu Apr 16 2026 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. Page 4 of 5https://ascehazardtool.org/Thu Apr 16 2026 5 of 9 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 5 of 5https://ascehazardtool.org/Thu Apr 16 2026 6 of 9 Dong Engineering Inc. T.I. PHO N GO 328 N_HARBOR BLVD, SANTA ANA, CA 92703 Job #: 260166 Date : 04/17/2026 Plan : 1 BEAM : R1 - ROOF JOIST 2X6 DFL#2 @ 16" O.C. @ MECH Loads(Downward+) Beam Weight 2.1 plf from 0 ft to 6 ft Mech Area: (18+20)(1.3) = (DL=24PLF; LLr=26.7PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 158/158 0 2 158/158 0 USE 2 x 6 Critcal Shear = 158 LB @0' 1.5xV/(F'v x A)= 0.13 F'v = 225, A = 8.25 Critcal Moment = 237 LB-FT @3' M/(F'b x S)= 0.25 F'b = 1462, S = 7.56 Critical Deflection for TL = -0.046 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.023 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' 7 of 9 PROJECT ADDRESS: 328 N_HARBOR BLVD, SANTA ANA, CA 92703 MECHANICAL UNIT ON ROOF TOP MECHANICAL UNIT ON ROOF TOP BASIC DESIGN PARAMETERSE PER ASCE7-22 AND CBC2025 SDS =1.17 z/h =1 Response Mod. Coeff.R =6 Table 12.2-1 Component Importance Factor Ip =1 Chapter 13.1.3 Importance Factor by Risk Cat.Ie =1 Table 1.5-2 Oversrength Factor Omega =2.5 Table 12.2-1 Component operating Weight:Wp =687 lbs See Specs by MFR. Amplification with Height Hf = 1+2.5(z/h)(13.3-5) Hf =3.5 Structure Ductility Reduction Factor Ru = [1.1R/(Ie*Omega)]^1/2 >= 1.3 (13.3-6) Ru =1.63 CAR =1.4 Table 13.5-1 Component strength factor Rpo =1.5 Table 13.5-1 Horizontal Seismic Design Fp =0.4*Sds*Ip*Wp*[Hf/Ru]*[CAR/Rpo] Fp =644.35 #GOVERNED Fpmax = 1.6*Sds*Ip*Wp Fpmax =1286.07 # Fpmin = 0.3*Sds*Ip*Wp Fpmin = 241.137 # GENERATOR DIMENSIONS: H =4.2 ft W =4.7 ft OVERTURNING LC: 0.6D + 0.7E M (overturning) = 0.6*(Wp*W/2) - 0.7*Fp*H/2 =21.48 lbs-ft USE (1) 3/8" DIA. X 6" LONG LAG SCREW EA. CORNER (4 TOTAL). PLATFORM AREA: 6.5FT X 9FT W=6.5 FT D=9 FT UNIFORM DL OF MECH UNIT =11.7436 PSF UNIFORM LL=20 PSF NO LIVE LOAD ON TOP OF MECH. UNIT, ROOF JOIST ARE OKAY Component resonance ductility factor that converts the peak ﬂoor or ground acceleration into the peak component acceleration 8 of 9 HOOD CALCULATIONS BASIC DESIGN PARAMETERSE PER ASCE7-22 AND CBC2025 SDS =1.17 z/h =1 Response Mod. Coeff.R =6 Table 12.2-1 Component Importance Factor Ip =1 Chapter 13.1.3 Importance Factor by Risk Cat.Ie =1 Table 1.5-2 Oversrength Factor Omega =2.5 Table 12.2-1 Component operating Weight:Wp =775 lbs See Specs by MFR. Amplification with Height Hf = 1+2.5(z/h)(13.3-5) Hf =3.5 Structure Ductility Reduction Factor Ru = [1.1R/(Ie*Omega)]^1/2 >= 1.3 (13.3-6) Ru =1.63 CAR =1.4 Table 13.5-1 Component strength factor Rpo =1.5 Table 13.5-1 Horizontal Seismic Design Fp =0.4*Sds*Ip*Wp*[Hf/Ru]*[CAR/Rpo] Fp =726.89 #GOVERNED Fpmax = 1.6*Sds*Ip*Wp Fpmax =1450.8 # Fpmin = 0.3*Sds*Ip*Wp Fpmin = 272.025 # CHECK CONNECTION FROM HOOD TO WALL No. of hanging angles to wall:6 ea.See Specs by MFR. Withdrawal load 121.15 lbs. Use #12 X 6" Long lag screw connection Hood to Wall. Number of Screws:4 ea.See Specs by MFR. Screw Withdrawal Capacity 154 lbs Total Screw Withdrawal Capacity =616 lbs >121.15 lbs OK CHECK TENSION OF THREADED ROD Use 3/8" Threaded Rod A36 connected to Roof system @ 4 corner. Total Tension Load T = Wp =775 lbs Tension load @ ea. Rod T ea.=193.75 lbs Tension Capacity: Tcap.=600 lbs >193.75 lbs OK Component resonance ductility factor that converts the peak ﬂoor or ground acceleration into the peak component acceleration 9 of 9 GREASE INTERCEPTOR MEMORANDUM To: Quoc Nguyen – Applicant Date: October 3, 2025 Yolanda G Cervantes – Associate Engineer From: PWA, Water Resources Location: 328 N HARBOR BLVD, UNIT A – PHO N GO The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: A Gravity Grease Interceptor (GGI) is required at this FSE ☒ This FSE shall install a Gravity Grease Interceptor (GGI). ☐ This FSE shall maintain the existing Gravity Grease Interceptor (GGI). This FSE qualifies for at least one of the following condition(s): This is a new FSE, or; This is an existing FSE undergoing remodeling, or; This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged to the sewer system. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs