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HomeMy WebLinkAbout3110 & 3112 S Griset Pl - PlanAll ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE GN-1 SHEET 11 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 12/19/2024 52-24 PLAN CHECK#:- C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Symbols/ Legends & Notes ADU 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP EXTERIOR WALL: 2X6 WOOD STUDS AT 16" O.C. WITH BATT INSULATION IN THE CAVITY. SEE EXTERIOR ELEVATIONS FOR THE EXTERIOR FINISH. INTERIOR WALL: 2X4 WOOD STUDS AT 16" O.C. WITH GYP. BD. FINISH. PLUMBING WALLS TO HAVE 2X6 WOOD STUDS AT 16" O.C. GYP. BD. GYP. BD. WOOD STUDS GYP. BD. EXTERIOR FINISH WOOD STUDS BATT INSUL. SHEATHING PER FRAMING 0" # Title 24 Requirements 1. EXTERIOR WALLS: R-21 2. ROOF: R-30 3. WINDOWS: U-FACTOR: .32 SHGC: .23 4. MINISPLIT DUCTLESS: 8.2 HSPF; 14.0 SEER 5. WATER HEATER: SMALL GAS .95 EFF REQUIRED SPECIAL FEATURES: 1. COOL ROOF - SEE ROOF PLAN 2. EXPOSED SLAB FLOOR IN CONDITIONED ZONE 3. NON-STANDARD DUCT LOCATION (ANY LOCATION OTHER THAN ATTIC) 4. WHOLE HOUSE FAN FEATURES THAT MUST BE FIELD VERIFIED BY A CERTIFIED HERS RATER: BUILDING LEVEL VERIFICATION: 1. HIGH QUALITY INSULATION (QII) 2 IAQ MECHANICAL VENTILATION COOLING SYSTEM VERIFICATION: 1. MINIMUM AIRFLOW 2. FAN EFFICACY WATTS.CFM HVAC DISTRIBUTION SYSTEM VERIFICATION: 1. DUCT SEALING 2. DUCTS LOCATED ENTIRELY IN CONDITIONED SPACE CONFIRMED BY DUCT LEAKAGE TESTING DOMESTIC HOT WATER VERIFICATION: NONE # # DETAIL TAG DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN AREA DETAIL REFERENCES DATUM TARGET HEIGHT # SCALE: 1"=1' NAME DRAWING IDENTIFICATION DRAWING TITLE DRAWING SCALE # DOOR NUMBER #WINDOW TAG WINDOW NUMBER KEYNOTE INDICATOR # # BUILDING SECTION TAG SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN # INTERIOR ELEVATION TAG SHEET WHERE ELEVATION IS DRAWN ELEVATION IDENTIFICATION # # ##INSULATION CONCRETE EARTH WOOD ROUGH WOOD BLOCKING PLYWOOD BRICK Graphic and Material Symbol Wall LegendAbbreviations # Pound OR Number & And @ At ACT Acoustic Ceiling Tile AD Area Drain AFF Above Finished Floor ALUM Aluminum ANOD Anodized BSMT Basement BYND Beyond BOT Bottom CIP Cast In Place CHNL Channel CJ Control Joint CL Center Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column COMPR Compressible CONC Concrete CONT Continuous CPT Carpet CT Ceramic Tile CTYD Courtyard DBL Double DEMO Demolish or Demolition DIA Diameter DIM Dimension DIMS Dimensions DN Down DR Door DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator or Elevation EPDM Ethylene Propylene Diene M-Class (Roofing) EQ Equal EXIST Existing EXP JT Expansion Joint EXT Exterior FD Floor Drain or Fire Department FEC Fire Extinguisher Cabinet FF Finished Face or Finished Floor FFL Finished Floor Level FIXT Fixture FLR Floor FM Filled Metal FO Face Of FND Foundation GA Gauge GALV Galvanized GWB Gypsum Wall Board HC Hollow Core HI High HM Hollow Metal HP High Point HR Hour HVAC Heating, Ventilating, And Air Conditioning IRGWB Impact Resistant Gypsum Wall Board ILO In Lieu Of INSUL Insulated or Insulation INT Interior LO Low MAX Maximum MO Masonry Opening MECH Mechanical MEMBR Membrane MIN Minimum MRGWB Moisture-Resistant Gypsum Wall Board MTL Metal NIC Not In Contract NO Number NOM Nominal OC On Center OH Overhang or Opposite Hand OPP Opposite or Opposite Hand OZ Ounce PCC Pre-Cast Concrete PLUMB Plumbing PLYD Plywood PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride RBR Rubber RCP Reflected Ceiling Plan RD Roof Drain REQD Required RM Room SIM Similar SD Smoke Detector SPEC Specified OR Specification SPK Sprinkler or Speaker SSTL Stainless Steel STC Sound Transmission Coefficient STL Steel STRUCTStructure or Structural T&G Tongue And Groove TELE Telephone TLT Toilet TME To Match Existing TO Top Of TOC Top Of Concrete TOS Top Of Steel TPD Toilet Paper Dispenser T/D Telephone/Data TYP Typical UNO Unless Noted Otherwise U/S Underside VIF Verify In Field VP Vision Panel W/ With WD Wood Notes 1. NUMBER ONE IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO NOTIFY THE DESIGNER, IN WRITING, OF SUBSTITUTIONS OR FIELD REVISIONS TO THESE PLANS. 2. THE DESIGNER WILL IN NO WAY BE RESPONSIBLE FOR THE QUALITY OF MATERIALS OR WORKMANSHIP PROVIDED BY THE OWNER, BUILDER, OR HIS SUBCONTRACTORS. 3. THESE PLANS ARE THE PROPERTY OF THE DESIGNER AND ARE INTENDED FOR THE USE ONLY ON THE PROPERTY DESCRIBED ON THESE SHEETS. USE FOR ANY OTHER PURPOSE IS STRICTLY FORBIDDEN WITHOUT THE WRITTEN CONSENT OF THE DESIGNER. 4. RESIDENTIAL STREET ADDRESS SHALL BE POSTED WITH A MINIMUM OF 4” NUMBERS, VISIBLE FROM THE STREET AND DURING THE HOUR OF DARKNESS, THE NUMBERS SHALL BE INTERNALLY, ELECTRICALLY ILLUMINATED WITH A LOW VOLTAGE POWER SOURCE. POSTED NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND BE VISIBLE AND LEGIBLE FROM THE STREET. WHERE BUILDING SETBACKS EXCEED 100 FEET FROM THE ROADWAY OR IF THE CONSTRUCTION IS NOT VISIBLE FROM THE ROADWAY, ADDITIONAL NON ILLUMINATED CONTRASTING 4” NUMBER SHALL BE DISPLAYED AT THE PROPERTY ACCESS ENTRANCE. 5. TRASH CONTAINERS AND SANITARY FACILITIES ARE REQUIRED ON ALL CONSTRUCTION SITES. CONSTRUCTION SITES NOT COMPLYING WITH THESE REQUIREMENTS WILL NOT RECEIVE SCHEDULE INSPECTIONS AND RISK REVOCATION OF THE BUILDING PERMIT. 6. MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY WITH THE LATEST CALIFORNIA GREEN BUILDING STANDARD CODE LOCATED IN THIS SET OF PLANS. 7. AT ROUGH INSTALLATION OR DURING STORAGE ON THE SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER ACCEPTABLE METHODS TO REDUCE DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 8. PROVIDE INSTALLATION AND INSTALLATION CERTIFICATES TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 9. DOMESTIC HOT WATER PIPING SHALL BE INSULATED THROUGHOUT THE PROPOSED STRUCTURE. (MOUNTAIN REGIONS) 10. THE ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/ BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 03 12/19/2024 3/14/2025 3/27/2025 Planning Corr. R1 Building Corr. Building Corr. #2 SHEET TITLE T-1 SHEET 8 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/27/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Title Sheet ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUPTitle Sheet / Notes General Notes Plans Exterior Elevations Sections Details Schedule & Diagrams Energy Structural Sheets Structural Details T-1 T-2 T-3 GN-1 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 S-0 S-1 SD-1 SD-2 Title Sheet Site Plan BMP Plan Symbols/ Legends & Notes Floor Plan Reflected Ceiling Plan/ Power Plan Roof Plan Exterior Elevations Sections Details Details Details Door & Window Schedule Mandatory Measures California Green Building California Green Building Title 24 Title 24 Notes Foundation/ Framing Plan Structrual Details Structural Details Issued Save Remember to click the Save ↑ button regularly. MapHub does not autosave. ×  100 m 300 ft OpenFreeMap © OpenMapTiles Data from OpenStreetMap          Pricing New mapMapHub Sign up Log in 11/6/24, 12:51 PM New map · MapHub https://maphub.net/map 1/1 03 Vicinity Map ADU PROJECT DIRECTORY SCOPE OF WORK CODE SUMMARY PROJECT INFORMATION TYPE OF CONSTRUCTION: OWNER: Designer: Matthew Mallari & Natalie Nguyen 3110 & 3112 S Griset Pl Santa Ana, CA 92704 West Coast Design Group 41055 Chaco Cyn. Rd. Murrieta, CA 92562 (951) 543-6002 Jerry Fabio 1. NEW 1 STORY DETACHED ACCESSORY DWELLING UNIT - (2) BEDROOM; 1 BATH; 1 KITCHEN; LIVING ROOM 2. SWIMMING POOL INFILL ADU PLAN CHECK NUMBER: 101122356 POOL INFILL PLAN CHECK NUMBER: 101122355 NUMBER OF UNITS: NUMBER OF STORIES:1 1 OCCUPANCY GROUP: 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECT. CODE 2022 CALIFORNIA MECH. CODE 2022 CALIFORNIA PLUMB. CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA STATE ENERGY CODE 2022 GREEN BUILDING STANDARDS V-B BUILDING CODES: (E) RESIDENCE FLOOR AREA:1,715 SQ. FT. A.P.N.:412-151-06 AREA: SITE AREA:6,000 SQ. FT. 738 SQ. FT. TOTAL AREA OF WORK: LEGAL DESCRIPTION LOT 45, TRACT 7647 SPRINKLERED:NO Engineer:Li & Li Engineering Services 20332 E. Crestline Dr. Walnut, CA 91789 EMAIL: PINCHING.LI@GMAIL.COM Attn: Ping Ching Li NEW ADU AREA: 738 SQ. FT. DEFFERED SUBMITTAL 1. SOLAR PV SYSTEM R-3 LOT COVERAGE:29% 2,453 SQ. FT. TOTAL LIVABLE AREA: GENERAL NOTES: 1. ALL CONCEALED WORK INSTALLED WITHOUT PERMITS MUST BE EXPOSED FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS, STRUCTURAL MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION. 2. SOLAR PANELS ARE REQUIRED ON THIS PROJECT. 3. SOLAR PERMITS SHALL BE OBTAINED PRIOR TO FRAMING INSPECTION 4. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF. 5. A SOILS COMPACTION REPORT IS REQUIRED FOR THE SWIMMING POOL BACKFILL. THE REPORT MUST STATE THE BACKFILL MATERIALS AND THE MINIMUM COMPACTION REQUIRED. THE ENGINEER MUST CONFIRM THAT THE COMPACTION IS SUITABLE FOR THE PROPOSED ADU. FLOOD ZONE:X RESIDENCE SQ. FT. RATIO:43% Bldg #'s 101122355-56 APPROVALS: PLNG - C. Santana BLDG - A. So POLICE - B. Martin PUBLIC WORKS- Y. Soto All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 03 12/19/2024 3/14/2025 3/27/2025 Planning Corr. R1 Building Corr. SHEET TITLE T-2 SHEET 9 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/27/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Site Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP N 1 A-8 3 A-8 3 A-8 5' - 1 " 5' 5' - 6 " 7'-1" 13'-1" 4'EDISONEASEMENT 3' - 7 " 3'-5" 3' - 1 1 " SL O P E SL O P E SLOP E SLOP E SL O P E SL O P E 54 . 5 5 ' 54 . 5 5 ' 110' 110' PROPERTY LINE, TYP. (E) RESIDENCE (E) 6' HIGH WOODEN FENCE, TYP. (E) GATE (E) FRONT YARD (E) DRIVEWAY (E ) CO V E R E D PA T I O (E) WATER METER (E ) SI D E W A L K S. GR I S E T PL (N) ADU LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. NEW 100A SUB PANEL NEW CONDENSOR UNIT ON A 4" CONC. SLAB LEVEL LANDING, TYP. SEE FLOOR PLAN NEW WATER HEATER CLOSET PER SANTA ANA CITY REQUIREMENTS PROVIDE: TEN (10) FIVE GALLON SHRUBS SIX (6) ONE GALLON SHRUBS ONE (1) 24-INCH BOX CANOPY TREE EXISTING 4' EDISON EASEMENT (E) POOL TO BE REMOVED AND INFILLED LINE OF ROOF ABOVE ALL EAVE PROJECTIONS LESS THAN 5' TO BE ONE HOUR RATED, TYP. SLOPE SLOPE SLOPE Map data ©2024 Google 1000 ft Walk 0.7 mile, 14 min3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 12/16/24, 5:10 PM 3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 - Google Maps https://www.google.com/maps/dir/''/Fairview-Alton,+Santa+Ana,+CA+92704/@33.7060639,-117.9021534,15z/data=!4m23!1m8!3m7!1s0x80dcd8b3f9ea529f:0x3978e4662d34d448!2sFairview-Alton!8m2…1/3 Transit Map Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M -19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU GRADING PERMIT WAIVER REQUEST PCC-20 ISSUED: 7/1/2024 Page 1 of 1 THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S) A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered professional engineer shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if all of the following conditions are met. The property owner(s) shall take full responsibility for the site drainage by signing this waiver request agreement below. In order to qualify for the grading permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and sign this waiver request. A copy of this completed checklist shall be m ade part of the each set of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Property Address: Yes No 1. ☐ ☐The project property is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐ ☐The total amount of soil being cut or filled on this project is less than 50 cubic yards. 3. ☐ ☐The site drainage shall be constructed such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 4. ☐ ☐The site drainage shall be constructed such that the drainage will not adversely affect the adjoining properties. 5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns. Grading Permit Waiver Request I/we are requesting a waiver from the standard requirements for a precise grading plan and permit for our ADU project to be constructed at the project address indicated above. In doing so, I/we accept that the design of the site drainage patterns must adhere to the minimum requirements set forth in the current building codes and the County of Orange Drainage Design Manual. By signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials, employees, and agents against any and all claims for damages and costs arising out of the site drainage at the project property. Owner Name(s): (Print) Owner Signature(s): Date: Phone Number: Notes: 1. The building official reserves the right to require a grading permit based on site conditions. 2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones. Docusign Envelope ID: 1451F01E-E59B-4F03-BC6E-5233026F9BE0 1/24/2025 3112 S. Griset Pl. Santa Ana, CA 92704 X X (562) 472-3888 X Matthew Mallari X X SCALE: 1/8" = 1'-0"1 Site Plan NOT TO SCALE2Transit Map 1/2 MILE RADIUS SITE PLAN GENERAL NOTES: 1. A SOILS COMPACTION REPORT IS REQUIRED FOR THE SWIMMING POOL BACKFILL. THE REPORT MUST STATE THE BACKFILL MATERIALS AND THE MINIMUM COMPACTION REQUIRED. THE ENGINEER MUST CONFIRM THAT THE COMPACTION IS SUITABLE FOR THE PROPOSED ADU. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE T-3 SHEET 10 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal BMP Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP N A B C D A D C B KEYNOTES: ALL CONSTRUCTION MATERIALS SHALL BE DELIVERED AND STORED ON SITE PER BMP WM-1. USE OF THESE MATERIALS SHALL BE PER BMP WM-2. PROVIDE CONCRETE WASTE MANAGEMENT AND VEHICLE AND EQUIPMENT MAINTENANCE PER BMP WM-8, NS-10 & NS-8. PROVIDE FIBER ROLL PER BMP SE-5. PROVIDE STABALIZED CONSTRUCTION ENTRANCE/ EXIT PER BMP TC-1. DESIGNATED AREA FOR MATERIAL WASHOUT SEDIMENT AREA PROPERTY LINE, TYP. (E) RESIDENCE (E ) CO V E R E D PA T I O S. GR I S E T PL (N) ADU SCALE: 1/8" = 1'-0"1 Storm Water Plan BEST MANAGEMENT PRACTICE FOR CONSTRUCTION ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. • STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. • FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. • NON-STORMWATER RUNOFF FROM EQUIPMENT AND VEHICLE WASHING AND ANY OTHER ACTIVITY SHALL BE CONTAINED AT THE PROJECT SITE. • EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. • TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. • SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. • ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 12/19/2024 3/14/2025 Building Corr. SHEET TITLE A-1 SHEET 12 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Floor Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP W01 W02 W07 D01 W06 W05 W04 D04 W03 D06 D05 D02 D07 D03 F 1 A-5 1 A-5 16'-10" 43 ' - 1 0 " 11 ' - 3 " 3' - 1 0 " 12 ' - 3 " 5' - 6 1/ 2 " 10 ' - 1 1 1/ 2 " 16'-10" 2'-9"14'-1" 43 ' - 1 0 " 11 ' - 3 " 18 ' - 1 " 3' - 6 1/ 2 " 2' - 7 " 8' - 4 1/ 2 " 14'-1"2'-9" 6' 6' - 3 1/ 2 " 2' - 7 1/ 2 " 2' - 1 1 " 7'-1/2"7'-1/2" 9' - 1 0 " 4' - 1 0 " 9' - 2 " 1' - 5 " 4' - 1 / 2 " 1' - 2 " 1' - 5 " 6'-10"7'-3" 2'-9" 2'-6" 9'-9" 3'A B C D E F G E H E I J K K K L LIVING ROOM BATH BEDROOM BEDROOM KITCHEN 4" CONCRETE PAD FOR CONDESNSOR S & P S & P (N) ELECTRICAL PANEL SEE POWER PLAN 4" CONCRETE LEVEL LANDING NO MORE THAN 7" BELOW INTERIOR F.F. Floor Plan Keynotes # A B C D E F F G H I J K L 2D Plan Preview F Description Stacked washer and dryer. Provide hot/cold water lines. Verify electrical req. for machine New Bathroom Sink with a Low Flow Faucet - See Notes Low Flow Toilet - See notes Shower - Premanufactured. Install per manufacturers directions. Kitchen cabinets by others. Refer to owner for cabinet layout Kitchen cabinets by others. Refer to owner for cabinet layout New 4 Burner Range with an exhaust hood to the outside Air 100 CFM hood vent to the outside air Base cabinet with sink and garbage disposal below sink. Owner to select sink and cabinets. Refrigerator Space - Verify exact size on field. Provide power and water as req. Provide a new 50 gal.gas water heater Multi head mini-split heating and air unit. See floor plan for locations. Condensor unit located on the extierior of the building. Condensor unit on a concrete pad. with a dedicated 20a circuit within 12" of unit. Install per manuf. 02 SCALE: 1/4" = 1'-0"1 Floor Plan BATHROOM NOTES: 1.THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT A MAXIMUM 120˚ F. THE WATER-FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120˚ F. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC408.3, 409.4). 2. NEW OR RECONFIGURED SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC 408.5, 408.6). 3. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS FINISHED WITH A NONABSORBENT SURFACE FOR A MINIMUM OF 6 FEET ABOVE THE FLOOR. (CBC 1210 AND CRC R307.2). 4. TEMPERED GLAZING SHALL BE INSTALLED IN THE LOCATIONS LISTED BELOW. TEMPERED GLAZING SHALL BE PERMANENTLY IDENTIFIED BY A MANUFACTURER MARKING THAT IS PERMANENTLY APPLIED AND CANNOT BE REMOVED WITHOUT BEING DESTROYED (E.G. SAND BLASTED, ACID ETCHED, CERAMIC FIRED, LASER ETCHED, OR EMBOSSED). 5. WITHIN A PORTION OF WALL ENCLOSING A TUB/SHOWER WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE STANDING SURFACE AND DRAIN INLET. 6. WITHIN 60 INCHES OF A TUB/SHOWER WHERE THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. GLAZING ON THE HINGE-SIDE OF AN IN-SWINGING DOOR THAT IS INSTALLED PERPENDICULAR TO A DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE DOOR. 7. ALL RECEPTACLES SHALL BE GFCI PROTECTED AND TAMPER- RESISTANT (TR). IF ANY NEW/ADDITIONAL OUTLETS ARE INSTALLED, THE BATHROOM SHALL HAVE A DEDICATED 20-AMP CIRCUIT. (CEC 210.8, 210.11, 406.12) 8. EXHAUST FANS WITH A MINIMUM VENTILATION RATE OF 50 CFM ARE REQUIRED IN ALL BATHROOMS, EVEN IF AN OPERABLE WINDOW IS INSTALLED. EXHAUST FANS AND LIGHTING SHALL HAVE SEPARATE CONTROL SWITCHES (EVEN IF A COMBINATION UNIT IS INSTALLED). THE EXHAUST FAN MAY NEED TO BE SUPPLIED BY A GFCI PROTECTED CIRCUIT BASED ON THE MANUFACTURER’S REQUIREMENTS. (CEES 150.0(K), 150.0(O)) A. ALL MECHANICAL EXHAUST FANS IN ROOMS WITH A BATHTUB OR SHOWER SHALL COMPLY WITH THE FOLLOWING: I. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. II. FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL UNLESS FUNCTIONING CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE BETWEEN ≤50% TO A MAXIMUM OF 80% UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM. 9. LIGHTING FIXTURES LOCATED WITHIN 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP LOCATION, OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. (CEC 410.10) 10. ALL INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 03 12/19/2024 3/27/2025 SHEET TITLE A-10 SHEET 21 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/27/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Mandatory Measures ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 12/19/2024 3/14/2025 Planning Corr. R1 Building Corr. SHEET TITLE A-3 SHEET 14 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Roof Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP 3 A-6 1 A-6 2 A-6 4 A-6 1'-6" 1' - 6 " 1' - 6 " 1'-6" 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE LINE OF WALLS BELOW CLASS 'A' ASPHALT SHINGLE ROOF OVER (2) LAYERS OF 15# ROOFING FELT OVER SHEATHING. RI D G E TYPICAL UNDERLAYMENT TYP. TYP. PROVIDE (4) EAVE VENTS EVENLY SPACED AROUND ROOF (3) ATTIC VENTS - SEE NOTES THIS SHEET VERIFY OVERHANG TO MATCH WITH MAIN RESIDENCE, TYP. 4: 1 2 SL O P E 4: 1 2 SL O P E 02 SCALE: 1/4" = 1'-0"1 Roof Plan 1. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN: a. 1/150 OF THE ATTIC SPACE OR b. 1/300 PROVIDED A CLASS I OR II VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF THE CEILING OR c. 1/300 PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATION AREA MUST BE LOCATED AT LEAST 3' ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS. 2. EAVE OR CORNICE VENT OPENINGS SHALL NOT BE LOCATED WITHIN 3' LATERALLY ABOVE WINDOWS OR DOORS OF THE STORY BELOW. 3. ALL VENTS SHALL HAVE GALVANIZED INSECT SCREENS WITH 8 MESH PER INCH MINIMUM. ATTIC VENTILATION (NET FREE): TOTAL ATTIC VENTILATION REQUIRED = 354 SQ. IN. TOTAL ATTIC VENTILATION PROVIDED = 396 SQ. IN. TOTAL ATTIC SPACE FOR THE ROOF (REQUIRED) =738 SQ FT. X 144 X 1/300 = 354 SQ. IN OF VENTILATION REQUIRED. (4) 6X15 EAVE VENTS (45 NET AREA) = 180 SQ. IN. (3) ROOF VENTS O'HAGIN - (72 NET AREA) = 216 SQ. IN. 1. ALL ROOFING MATERIALS, UNDERLAYMENT, FASTNERS AND FLASHING MATERIAL SHALL BE INSTALLED PER MANUFACTURER'S DIRECTION OR PER TRADE STANDARDS; WHICHEVER IS MORE STRINGENT. 2. ALL VALLEYS SHALL BE FLASHED. 3. ALL JUNCTURES BETWEEN WALLS AND ROOFS SHALL BE FLASHED. IF THE FLASHING IS NOT MADE OF A COPPER MATERIAL, THE FLASHING SHALL BE PRIMED AND PAINTED TO MATCH THE ADJACENT SURFACE. 4. ALL ROOF PENETRATIONS SHALL BE PROPERLY FLASHED AND SEALED. THE EXPOSED METAL SHALL BE PRIMED AND PAINTED TO MATCH ROOFING MATERIAL.EFORE PROCEEDING. 5. ALL EDGE OF ROOFS SHALL BE FLASHED WITH A METAL FLASHING. METAL FLASHING THAT IS NOT COPPER SHALL BE PRIMED AND PAINTED TO MATCH THE FASCIA. 6. ANY CONFLICTS FOUND ON THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR DESIGNER. 7. ALL WORK SHALL CONFORM TO BOTH LOCAL AND STATE CODES. ROOFING MATERIAL INSTALLATION 1. THE GENERAL CONTRACTOR SHALL INSTALL THE ASPHALT SHINGLES (CLASS 'A') FOLLOWING ACCEPTED STANDARD PRACTICE. 2. THE UNDERLAYMENT SHALL BE TYPE I (15#) ASPHALT SATURATED ROOFING FELT. ONE LAYER SHALL BE INSTALLED OVER A SOLID ROOFING DECK PER ACCEPTED ROOFING STANDARDS. ALL HIPS AND VALLEYS SHALL BE PROPERLY COVERED. 3. ORGANIC ASPHALT SHINGLES SHOULD MEET ASTM D225, "STANDARD SPECIFICATION FOR ASPHALT SHINGLES (ORGANIC FELT) SURFACED WITH MINERAL GRANULES." 4. FIBERGLASS ASPHALT SHINGLES SHOULD MEET ASTM D3462, "STANDARD SPECIFICATION FOR ASPHALT SHINGLES MADE FROM GLASS FELT AND SURFACED WITH MINERAL GRANULES." 5. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A 36-IN. WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72-POUND MINERAL-SURFACED NON- PERFORATED CAP SHEET MEETING ASTM D3909 RUNNING THE FULL LENGTH OF THE VALLEY. (705A.3 CBC; R337.5.3 CRC) ROOF VENTILATION 1. ALL ROOF VENTS SHALL BE INSTALLED PER MANUFACTURERS DIRECTIONS. PAINT TO MATCH ROOFING MATERIAL IF THE COLOR OF THE VENT DOES NOT MATCH. 2. SEE THE ROOFING CALCULATION ON THIS PAGE FOR NUMBER OF VENTS. 3. SEE ROOFING PLAN FOR LOCATION OF VENTS. 4. FLASH ALL VENTS IN ORDER TO PROVIDE A LEAK PROOF CONNECTION. 5. EAVE VENTS SHALL BE INSTALLED PER MANUFACTURERS' DIRECTION. PAINT TO MATCH ADJACENT SURFACE. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 12/19/2024 3/14/2025 Planning Corr. R1 Building Corr. SHEET TITLE A-4 SHEET 15 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Exterior Elevations ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP 6 A-6 5 A-7 12 ' - 3 " ASPHALT SHINGLE ROOF TO MATCH MAIN RESIDENCE GRADE RIDGE STUCCO FINISH TO MATCH MAIN RESIDENCE 1 A-6 5 A-7 6 A-6 12 ' - 3 " ASPHALT SHINGLE ROOF TO MATCH EXISTING RESIDENCE STUCCO FINISH TO MATCH EXISTING RESIDENCE GRADE RIDGE 4X6 BEAM 2X6 BRACE 6 A-6 5 A-7 2 A-612 ' - 3 " ASPHALT SHINGLE ROOF TO MATCH MAIN RESIDENCE STUCCO FINISH TO MATCH MAIN RESIDENCE GRADE RIDGE TYP. ATTIC VENT. SEE ROOF PLAN NEW 150A ELECTRICAL PANEL. SEE POWER PLAN 6 A-6 4 A-7 5 A-7 2 A-612 ' - 3 " ASPHALT SHINGLE ROOF TO MATCH MAIN RESIDENCE GRADE RIDGE STUCCO FINISH TO MATCH MAIN RESIDENCE TYP. TEMP. ATTIC VENT. SEE ROOF PLAN NEW SPLIT AIR CONDENSOR 4X6 BEAM SEE FRAMING 2X6 BRACE 2X6 RIDGE BOARD 02 02 SCALE: 1/4" = 1'-0"1 North Elevation SCALE: 1/4" = 1'-0"2 South Elevation SCALE: 1/4" = 1'-0"3 East Elevation SCALE: 1/4" = 1'-0"4 West Elevation EXTERIOR ELEVATION NOTES 1. EXTERIOR PLASTER - 7/8" EXTERIOR PLASTER APPLIED OVER A METAL LATH OVER (2) LAYERS OF TYPE 'D' BUILDING PAPER. SPECIFY A MINIMUM 0.019" (NO.26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT OR PLASTIC WEEP SCREED LOCATED BELOW FOUNDATION PLATE LINE AND 6 INCHES ABOVE GRADE ON ALL EXTERIOR STUD WALL OR 2-INCHES ABOVE PAVED AREAS. [CRC R703.6.2.1.] ALSO NOTE 8" MIN. FINISH FLOOR TO FINISH GRADE. 2. WEEP SCREEDS SHALL BE INSTALLED AT THE BASE OF ALL EXTERIOR PLASTER WALLS. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF WITH A COVER. SEE ELECTRICAL PLAN FOR MORE INFO. 4. ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANFACTURER'S DIRECTIONS. ALL EXTERIOR DOORS AND WINDOWS SHALL BE SQUARED AND FLASHED AS REQUIRED. 5. ALL EXPOSED METALS SHALL BE PAINTED TO MATCH ADJACENT SURFACE. 6. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATE. 7. ROOFING SHALL MATCH EXISTING 8. ALL WINDOW TRIM TO MATCH MAIN RESIDENCE All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-5 SHEET 16 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Sections ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP Floor Plan Keynotes # A B C D E F F G H I J K L 2D Plan Preview F Description Stacked washer and dryer. Provide hot/cold water lines. Verify electrical req. for machine New Bathroom Sink with a Low Flow Faucet - See Notes Low Flow Toilet - See notes Shower - Premanufactured. Install per manufacturers directions. Kitchen cabinets by others. Refer to owner for cabinet layout Kitchen cabinets by others. Refer to owner for cabinet layout New 4 Burner Range with an exhaust hood to the outside Air 100 CFM hood vent to the outside air Base cabinet with sink and garbage disposal below sink. Owner to select sink and cabinets. Refrigerator Space - Verify exact size on field. Provide power and water as req. Provide a new 50 gal.gas water heater Multi head mini-split heating and air unit. See floor plan for locations. Condensor unit located on the extierior of the building. Condensor unit on a concrete pad. with a dedicated 20a circuit within 12" of unit. Install per manuf. 1'-6" 3' - 7 " 8" 8' 12 ' - 3 " 6' - 8 " E F G K D06 12 4 F.F. GRADE RIDGE HIGH DENSITY R-30C BATT INSUL. MAINTAIN A MIN. 1" FOR AIRFLOW FRAMING PER FRAMING PLAN R-21 BATT INSULATION RADIENT BARRIER - TYP. SCALE: 3/8" = 1'-0"1 Section "A" All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 03 12/19/2024 3/14/2025 3/27/2025 Building Corr. Building Corr. Building Corr. #2 SHEET TITLE A-6 SHEET 17 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/27/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Details ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP Per Plan GYP. BD. WHERE OCCURS NOTCH RIM JOIST FOR 2X4 2x RAFT. PER FRAMING PLAN INSULATION AS OCCURS PLYWOOD AS INDICATED ON FRAMING PLAN SEE ROOF EAVE FOR EDGE CONDITION 2X4 FLAT LOOK-OUT @ 48" O.C. TO 2ND R.R. MATCH SHEAR PANEL BELOW DBL. TOP PLATE NEW STUCCONOTE: PROVIDE RADIANT BARRIER ON THE SIDEWALL IN THE ATTIC, TYP. ASPHALT SHINGLE ROOF RADIANT BARRIER E.N. B.N. E.N. 2X CONT. BLKG. @ SAME HT AS TOP PLATE LPT4 SEE FRAMING PLAN 2x @ 16" O.C. PLAN RAFTERS PER R-30 INSUL. 2x SHAPED BL'K. W/SIMPSON A35 @ EA. END 1/2" GYP. BD. 2x DB'L TOP P ASPHALT SHINGLE PLYWD. PER FRAMING (N) STUCCO FIN. INSULATION L CUT RAFTERS TO CONCEAL RAFTER BEHIND FASCIA 1" BAFFLE RADIANT BARRIER A35 SEE FRAMING PLAN B.N. E.N. 2" HE A D L A P MIN . METAL DRIP EDGE END LAP A MIN. OF 6" MIN. SUCCEEDING COURSES OF ASPHALT IMPREGNATED FELT UNDERLAYMENT OR OTHER APPROVED MATERIAL WITH MINIMUM 2" HEADLAP AS APPROVED BY LOCAL CODES UNDERLAYMENT ATTACHED TO RESIST WIND DAMAGE FASTNERS NOT DRIVEN FLUSH TO ROOFING FELT . ANY OTHER PUNCTURE AND/OR TEAR IN THE FELT MUST BE SEALED WITH MEMBRANE COMPATABLE SEALANT OR ADDITIONAL UNDERLAYMENT FELT MUST TURN DOWN OVER RAKE EDGE A MIN. 1" ROOF DECK 2" LONG BY 1/4" DIA. LAG BOLT OR WOOD SCREWS OR EQUAL AT EACH END LOWER STRAP AT LEAST 4" ABOVE THE STRAP PROVIDE VENTING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL CODE 2. WATER HEATERS INSTALLED IN A GARAGE SHALL BE INSTALLED ON A PLATFORM A MINIMUM 18 INCHES ABOVE THE GARAGE FLOOR. 3. WATER HEATERS ARE NOT ALLOWED IN BATHROOMS, CLOTHES CLOSETS, ROOMS USED FOR SLEEPING PURPOSES, OR ANY CONFINED SPACE OPENING INTO A BATH OR BEDROOM. ONE-INCH WIDE 16 GA. STEEL WITHIN THE UPPER AND LOWER THIRD OF WATER HEATER 1. ANCHOR THE WATER HEATER TO AN ADJACENT WALL WITH A MINIMUM OF TWO, ONE INCH WIDE, 16 GAUGE, GALV. STEEL STRAPS. STRAPS TO BE WITHIN THE UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF THE WATER HEATER. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE ABOVE THE CONTROLS WITH THE STRAPPING. PROVIDE A TWO (2) INCH LONG BY 1/4 INCH DIAMETER LAG SCREW AT EACH END OF THE STRAP. THE LAG SCREWS SHALL PENETRATE A MINIMUM OF ONE AND ONE QUATER INCHES INTO A MINIMUM TWO BY FOUR FRAMING MEMBER IN THE ADJACENT WALL. 18" 4" 2 1/ 2 " 32" 24" LOCALLY-APPROVED SEALANT** (AROUND 11"x11" VENT OPENING) UNDERLAYMENT PER ROOFING PLAN NONCOMBUSTIBLE, CORROSION-RESISTANT WIRE MESH WEATHER DIVERTERS HIGH WIND DIVERTER FLEXIBLE WIRE FILAMENT B B A A B B TOP BOTTOM FRONT BACK LEFT RIGHT SECTION B SECTION A ELEVATIONS A A LOCALLY-APPROVED SEALANT (AROUND OUTER FLANGE OF VENT) O'HAGIN VENTS ARE MANUFACTURED USING: - GALVANIZED STEEL 26 GAUGE G90 - ALUMINUM .032 - COPPER 16 OZ - PRE-PAINTED GALVANIZED STEEL FINISHES**** (BLACK, BROWN, CHARCOAL, GRAY, TERRA COTTA & WHITE) ROOFING MATERIAL ROOF DECK 18 " METER NEW ELECTRICAL SERVICE PANEL PER PLAN NEUTRAL BUS 1-1/4" RISER WOOD STUD WALL 1" #12 SCREWS (TYPICAL) #8 ARMORED SOLID COPPER (SEE NOTE #3) TERMINAL ON CAN BONDING JUMPER 20'-0" L.F. #4 REINFORCING BAR 3" FROM THE BOTTOM OF FOOTING (SEE NOTE #1) #8 ARMORED SOLID COPPER (SEE NOTE #2) FOOTING PER PLAN APPROVED GROUNDING CLAMP P.T. SILL 2 GANG PLASTER RING 3/4" DEEP TO PROVIDE ACCESS TO APPROVED GROUNDING CLAMP (SEE NOTE #4) NOTES: 1. 20'-0" LONG #4 REINFORCING BAR EMBEDDED IN CONCRETE FOOTING. 2. #8 BARE COPPER OR GREEN INSULATION WIRE CONTINUOUS FROM REINFORCING BAR TO NEUTRAL BUS IN THE ELECTRICAL SERVICE PANEL. 3. #8 BARE COPPER OR GREEN INSULATION WIRE CONTINUOUS FROM SERVICE PANEL TO COLD WATER PIPE. 4. ONLY U.L. APPROVED GROUNDING CLAMPS TO BE USED AND MUST BE ACCESSIBLE. 5. INSTALLATION OF THE METER SHALL MEET ALL LOCAL CODES. 6. VERIFY LOCATION WITH UTILITY COMPANY. TO P OF BA R & 2" Ab v . Pa v i n g 8" 2x WOOD FRAMING PER PLAN EXT. PLASTER W/ LATH OVER PLYWD. AS OCCURS TYP. GALV. WEEP SCREED FIN. GRADE CONC. FTG. 2x P.T.D.F. SILL PLATE AND A.B. 4" AB O V E EA R T H 3-1/2" ATTACHEMENT FLANGE 03 SCALE: 1 1/2"= 1'-0"1 Barge Detail SCALE: 1 1/2"= 1'-0"2 Eave Detail SCALE: 1/2" = 1'-0"3 Roof Underlayment SCALE: 3/4" = 1'-0"7 Water Heater Bracing SCALE: 3" = 1'-0"4 Roof Vent SCALE: 3/4" = 1'-0"5 Electrical Meter SCALE: 3" = 1'-0"6 Exterior Wall Base All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-7 SHEET 18 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Details ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP 1 2 3 4 5 6 6 7 9 10 4 4 4 4 1. INSTALL A WOOD BACKDAM OR EQUAL 2. MECHANICALLY ATTACH A STRIP OF BUILDING PAPER AT SILL; ATTACH AT THE TOP ONLY. LEAVE SIDES AND BOTTOM LOOSE. 3. APPLY FIRST PIECE OF ADHESIVE- BACKED SILL FLASHING: APPLY SECOND PIECE OF ADHESIVE-BACKED SILL FLASHING 4. INSTALL CORNER FLASHING PATCHES AT SILL. APPLY SEALANT AT JAMBS & HEAD; SEALANT CAN BE PLACED ON THE BACK SIDE OF THE NAILING FLANGE (BACK-CAULKED) 5. INSTALL BUILDI NG PAPER AT JAMBS 6. INSTALL WINDOW; INSTALL JAMB FLASHING THEN HEAD FLASHING. 7. INSTALL FIRST COURSE OF BUILDING PAPER UNDER SILL FLASHING 8. INSTALL SECOND COURSE OF BUILDING PAPER AT JAMBS 9. INSTALL THIRD COURSE OF BUILDING PAPER AT JAMBS 10. INSTALL FOURTH COURSE OF BUILDING PAPER AT HEAD 8 MINIMUM WIDTH AND HEIGHT FOR EGRESS WINDOWS AT GRADE FLOOR LEVEL (5.0 FT2 MIN. OPENING AREA): Width (inches)20 20.5 21 21.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 27 Height (inches)36 35.1 34.3 33.5 32.7 32 31.3 30.6 30 29.4 28.8 28.2 27.7 27.2 26.7 Width (inches)27.5 28.0 28.5 29 29.5 30 Height (inches)26.2 25.7 25.3 24.8 24.4 24 MINIMUM WIDTH AND HEIGHT FOR EGRESS WINDOWS AT SECOND FLOOR OR HIGHER (5.7 FT 2 MIN. OPENING AREA) : Width (inches)20 20.5 21 21.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 27 Height (inches)41 40 39.1 38.2 37.3 36.5 35.7 34.9 34.2 33.5 32.8 32.2 31.6 31 30.4 Width (inches)27.5 28 28.5 29 29.5 30 30.5 31 31.5 32 32.5 33 33.5 34 34.2 Height (inches)29.8 29.3 28.8 28.3 27.8 27.4 26.9 26.5 26.1 25.7 25.3 24.9 24.5 24.1 24 44 " MA X . 41 " CL E A R 24 " CL E A R 20" CLEAR 34.125" CLEAR CLEAR OPENABLE AREA= 5.7 SQ. FT. CLEAR OPENABLE AREA= 5.7 SQ. FT. F.F. IN SLEEPING AREAS/ BEDROOMS ESCAPE OR RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. EXCEPTION: THE MINIMUM NET CLEAR OPENING FOR GRADE FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE 5 SQUARE FEET (0.465 M2). IN ADDITION TO THE 5.7 SQUARE FEET, THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. THE FINISH SILL HEIGHT MAY NOT BE MORE THAN 44 INCHES ABOVE THE FLOOR. EXAMPLE ONLY SEE SCHEDULE FOR WINDOW SIZES MAXIMUM ALLOWABLE SILL HEIGHT 44 INCHES WIDTH MINIMUM 20 INCHES HEIGHT MINIMUM 24 INCHES MINIMUM OPENABLE AREA = 5.7 SQ. FT. SILL SILL EXTERIOR SHEATHING WATER RESISTIVE BARRIER DOOR FRAME / WINDOW FRAME SIMILIAR Z-FLASHING WOOD FRAMING WINDOW/DOOR HEADER FLASH TOP OF DOOR 1/4" GAP, DO NOT CAULK EXTERIOR PLASTER PER PLAN ACCENT TRIM INSULATION WHERE REQ'D INTERIOR SHEATHING BACKER ROD & SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING EXTERIOR PLASTER FINISH PER ELEVATIONS NEW WINDOW PER SCHEDULE INTERIOR FINISH PER PLAN WINDOW R.O. WOOD STUDS PER PLAN HEADER PER PLAN SHIM SPACE TO LEVEL WINDOW. BACKER ROD, CAULK & SEAL PEEL AND STICK FLASHING, TYP. ALL AROUND WINDOW NOTE: 1.PEEL AND STICK FLASHING TO BE SEALED AT ALL CORNERS. 2. HEAD FLASHING TO BE INSTALLED OVER PEEL AND STICK FLASHING. INSULATION PER PLAN G.C. SHALL COORDINATE HEIGHT OF SILL AND FINISH FLOOR MATERIAL NEW DOOR PER SCHEDULE WEATHERSTRIPPING, TYP. NEW DOOR SILL, NEW CONC. LANDING. SEE FOUND. PLAN FOR DIFERENCE IN ELEV. FOUNDATION SILL PAN BELOW SILLSELF ADHESIVE FLASHING OVER FRAMING SCALE: 3/4" = 1'-0"1 Window Flashing SCALE: 1" = 1'-0"2 Window Opening Clearance SCALE: 3" = 1'-0"3 Door Header W/Trim Stucco SCALE: 3" = 1'-0"5 Window Header SCALE: 3" = 1'-0"4 Ext. Door Sill All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 03 3/27/2025 SHEET TITLE A-8 SHEET 19 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 4/18/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Details ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUPPLAN RAFTERS PER R-30 INSUL. ROOFING PLYWD. PER FRAMING (N) STUCCO FIN. INSULATION OVERHANG TO HAVE A STUCCO FINISH RADIANT BARRIER WHERE PROVIDED, VENTILATION OPENINGS FOR ENCLOSED ATTICS, GABLE ENDS, RIDGE ENDS, UNDER EAVES AND CORNICES, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, UNDERFLOOR VENTILATION, FOUNDATIONS AND CRAWL SPACES, OR ANY OTHER OPENING INTENDED TO PERMIT VENTILATION, EITHER IN A HORIZONTAL OR VERTICAL PLANE, SHALL BE IN ACCORDANCE WITH SECTION 1202 OF THE CALIFORNIA BUILDING CODE AND SECTIONS R337.6.1 THROUGH R337.6.2 TO RESIST BUILDING IGNITION FROM THE INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. R337.6.2 REQUIREMENTS VENTILATION OPENINGS SHALL BE FULLY COVERED WITH WILDFIRE FLAME AND EMBER RESISTANT VENTS APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS TESTED TO ASTM E2886 AND LISTED, BY COMPLYING WITH ALL OF THE FOLLOWING REQUIREMENTS: THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THE EMBER INTRUSION TEST. THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OF THE FLAME INTRUSION TEST. THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOT EXCEED 662°F (350°C). SEE ADDITONAL INFORMATION ON A-8 : WILDLAND-URBAN INTERFACE FIRE AREA REQUIREMENTS (PER CBC, CH. 7A): NO VENTS FIREBLOCKING 1" BAFFLE RADIANT BARRIER B.N. E.N. 6" 3" 45°4X6 BRACE WITH 1/2" X 10" LAG BOLTS. PRE-DRILL ALL HOLES. BOLTS AND WASHERS SHALL BE GALV. AT EACH BRACE 2X6 WOOD MEMBER ATTACHED TO WALL 1/2" DIA. X 8" LAG SCREW. PRE-DRILL. SCREW AND WASHER TO BE GALV. 1/2" DIA. X 8" LAG SCREW. PRE-DRILL. SCREW AND WASHER TO BE GALV. 1/2" DIA. X 12" LAG SCREW. PRE-DRILL. SCREW AND WASHER TO BE GALV. ALL EXPOSED WOOD TO BE PRIMED AND PAINTED TO MATCH TRIM Per Plan NOTCH RIM JOIST FOR 2X4 2x RAFT. PER FRAMING PLAN PLYWOOD AS INDICATED ON FRAMING PLAN 2X BLOCKING AT 4' O.C. MATCH SHEAR PANEL BELOW DBL. TOP PLATE NEW STUCCONOTE: PROVIDE RADIANT BARRIER ON THE SIDEWALL IN THE ATTIC, TYP. INSUL. IN THE ATTIC SIDEWALLS, TYP. ASPHALT SHINGLE ROOF RADIANT BARRIER ONE HOUR WALL PER DETAIL OVERHANG TO HAVE A STUCCO FINISH WHERE PROVIDED, VENTILATION OPENINGS FOR ENCLOSED ATTICS, GABLE ENDS, RIDGE ENDS, UNDER EAVES AND CORNICES, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, UNDERFLOOR VENTILATION, FOUNDATIONS AND CRAWL SPACES, OR ANY OTHER OPENING INTENDED TO PERMIT VENTILATION, EITHER IN A HORIZONTAL OR VERTICAL PLANE, SHALL BE IN ACCORDANCE WITH SECTION 1202 OF THE CALIFORNIA BUILDING CODE AND SECTIONS R337.6.1 THROUGH R337.6.2 TO RESIST BUILDING IGNITION FROM THE INTRUSION OF BURNING EMBERS AND FLAME THROUGH THE VENTILATION OPENINGS. NO ATTIC VENTS ALONG THIS WALL R337.6.2 REQUIREMENTS VENTILATION OPENINGS SHALL BE FULLY COVERED WITH WILDFIRE FLAME AND EMBER RESISTANT VENTS APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL, OR WUI VENTS TESTED TO ASTM E2886 AND LISTED, BY COMPLYING WITH ALL OF THE FOLLOWING REQUIREMENTS: THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THE EMBER INTRUSION TEST. THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OF THE FLAME INTRUSION TEST. THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOT EXCEED 662°F (350°C). SEEADDITIONAL INFORMATION ON A-8: WILDLAND-URBAN INTERFACE FIRE AREA REQUIREMENTS (PER CBC, CH. 7A): B.N. B.N. SCALE: 1 1/2"= 1'-0"1 1-Hour Eave Overhang SCALE: 1" = 1'-0"2 Roof Over Entry SCALE: 1 1/2"= 1'-0"3 Barge Detail (1-Hour) WILDLAND-URBAN INTERFACE FIRE AREA REQUIREMENTS (PER CBC, CH. 7A): 1. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. (PER CBC 707A.11) 2. VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FOR AWNINGS SHALL BE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS AND VENTS FOR ROOF VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH. VENTILATION OPENINGS FOR OTHER ENCLOSED SPACES SHALL MEET THE FOLLOWING REQUIREMENTS: A. THE LEAST DIMENSION OF THE OPENINGS SHALL BE A MINIMUM OF 1/16” AND SHALL NOT EXCEED 1/8”. B. VENTS SHALL USE CORROSION-RESISTANT NONCOMBUSTIBLE MATERIAL. C. VENTS LOCATED LESS THAN 10 FEET FROM ROOF COVERING, ALONG THE RIDGE OR IN THE EAVE SHALL BE DISPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 3. VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES OR CORNICES. (PER CBC 706A.3) 4. EXCEPTION: A. CORNICE OR EAVE VENTS MAY BE INSTALLED IF THEY ARE SPECIFICALLY APPROVED AS RESISTING THE INTRUSION OF FLAME AND BURNING EMBERS. B. VENTS SHALL BE PROTECTED BY NONCOMBUSTIBLE MATERIAL WITH METAL WIRE MESH A MINIMUM OF 1/16” AND A MAXIMUM OF 1/8” AND SHALL NOT BE INSTALLED IN HORIZONTAL UNDERLAYMENTS OF EAVE OVERHANGS OR CORNICES, UNLESS THE VENT IS LISTED AS RESISTING THE INTRUSION OF FLAME AND BURNING EMBERS. C. VENTS SHALL NOT BE INSTALLED IN ROOFING OR WALL ASSEMBLY IN A MANNER TO ALLOW EMBERS TO ENTER. 5. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF AND TERMINATE AT A NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT THE ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ROOFLINE. (PER CBC 707A.3) 6. IN OPEN ROOF EAVES, THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: A. NONCOMBUSTIBLE MATERIAL. B. IGNITION-RESISTANT MATERIAL. C. ONE-HOUR FIRE-RATED ASSEMBLY. D. A MINIMUM 7/16” STRUCTURAL PANEL SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE FIRST EXPOSED RAFTER WALL EXTENDED 2 FEET UP THE UNDERSIDE OF THE ROOF DECK BEYOND THE EXTERIOR WALL. 7. ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS. THE EXPOSED SURFACES SHALL BE ONE OF THE FOLLOWING: A. NONCOMBUSTIBLE MATERIAL. B. IGNITION-RESISTANT MATERIAL. C. ONE-HOUR FIRE-RATED ASSEMBLY. D. A MINIMUM 7/16” STRUCTURAL PANEL SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE FIRST EXPOSED RAFTER WALL EXTENDED 2 FEET UP THE UNDERSIDE OF THE ROOF DECK BEYOND THE EXTERIOR WALL. 8. UNENCLOSED ROOF EAVES, ROOF EAVE SOFFITS, AND PROJECTIONS BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. A. MATERIALS SHALL MEET THE PERFORMANCE CRITERIA FOR A 10-MINUTE MINIMUM DIRECT FLAME EXPOSURE TEST STANDARD. B. MATERIALS SHALL BE IGNITION RESISTANT, NONCOMBUSTIBLE, OR ONE- HOUR FIRE-RATED ASSEMBLY. 9. UNDERFLOOR PROTECTION. UNDERSIDE OF APPENDAGES AND FLOOR PROJECTIONS, THE PROJECTION UNDERSIDE SHALL BE ENCLOSED TO THE GRADE OR THE UNDERSIDE OF THE FLOOR ASSEMBLY SHALL BE PROTECTED BY ONE OF THE FOLLOWING: A. NONCOMBUSTIBLE MATERIAL. B. IGNITION-RESISTANT MATERIAL. C. ONE-HOUR FIRE-RATED ASSEMBLY. D. A MINIMUM 7/16” STRUCTURAL PANEL SHEATHING APPLIED BEHIND AN EXTERIOR COVERING. 10. HORIZONTAL TRIM BOARDS ON EXTERIOR PORCHES AND PATIO COVER STRUCTURES SHALL BE IGNITION RESISTANT. 11. HEAVY TIMBER STRUCTURAL COLUMNS AND BEAMS ON UNDER-FLOOR PROTECTION, UNDERSIDE OF APPENDAGES AND FLOOR PROJECTIONS. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 03 12/19/2024 3/14/2025 3/27/2025 Building Corr. SHEET TITLE A-9 SHEET 20 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/27/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Door & Window Schedule ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP DOOR ID D01 D02 D03 D04 D05 D06 D07 2D Plan Preview Door Elevation 5' 6' - 8 " 3' 6' - 8 " 9' 6' - 8 " 3' 6' - 8 " 3' 6' - 8 " 3' 6' - 8 " 7' 6' - 8 " TYPE Double Swing Swing Slider Swing Swing Swing Slider NOMINAL WIDTH 5'3'9'3'3'3'7' NOMINAL HEIGHT 6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8" Door LEAF THICKNESS 1 3/4"1 3/8"1 3/4"1 3/8"1 3/8"1 3/8"1 3/4" LEAF MAT.Wood/Glass Hollow Core/Wood Hollow Core/Wood Solid Core/ Wood Hollow Core/Wood Hollow Core/Wood Hollow Core/Wood DOOR FRAME Wood Wood Wood Wood Wood Wood Wood Hardware Set 2 1 4 2 2 1 Accesories Fire Resistance Rating Unrated Unrated Unrated 20 Min Unrated Unrated Unrated Self Closing Self Latching Tempered SideLights N/A N/A N/A N/A N/A N/A N/A Decorative/Obscured Laminated Remarks DOOR SCHEDULE ID W01 W02 W03 W04 W05 W06 W07 2D Plan Preview Window Elevation Window Unit Size 5'×3'2'×2'5'×4'3'×3'3'×1'-6"5'×4'2'×2' Window Type Slider Fixed Slider Slider Slider Slider Fixed Panes Double Double Double Double Double Double Double Frame Material Wood Vinyl Wood Wood Wood Wood Vinyl Energy SHGC .23 .23 .23 .23 .23 .23 .23 U-Factor .30 .30 .30 .30 .30 .30 .30 Area 15.00 4.00 20.00 9.00 4.50 20.00 4.00 Tempered Decorative/Obscured Fire Rating Remarks WINDOW SCHEDULE DOOR NOTES: • DOORS SHALL BE JEN-WELD OR EQUAL • VERIFY DOOR TYPE, AND SWING WITH DRAWINGS • HEED MATERIAL MANUFACTURERS’ HANDLING AND APPLICATION INSTRUCTIONS. • PROTECT SURFACES FROM DIRT, MOISTURE, AND DIRECT SUNLIGHT • STORE IN A DRY LOCATION AND PROTECT FROM THE OUTSIDE ELEMENTS. • DOORS WITH GLAZING SHALL BE TEMPERED • VERIFY ROUGH OPENING REQUIREMENTS WITH DOOR MANUFACTURER FOR ROUGH FRAMING. • PROTECT FROM EXPOSURE TO DIRECT SUNLIGHT DURING STORAGE. • VERIFY DOOR GLAZING WITH TITLE 24 REQUIREMENTS BEFORE INSTALLATION. SEE TITLE 24 SHEETS. WINDOW NOTES: • WINDOWS SHALL BE MILGARD OR EQUAL • MAKE SURE OPERABLE WINDOWS ARE LOCKED PRIOR TO INSTALLATION. • HEED MATERIAL MANUFACTURERS’ HANDLING AND APPLICATION INSTRUCTIONS. • PROTECT ADHESIVE SURFACES FROM DIRT, MOISTURE, DIRECT SUNLIGHT AND FOLDING OVER ONTO THEMSELVES. • HANDLE IN VERTICAL POSITION; DO NOT CARRY FLAT OR DRAG ON FLOOR. • DO NOT PUT STRESS ON JOINTS, CORNERS OR FRAMES. • STORE WINDOW IN DRY, WELL-VENTILATED AREA IN VERTICAL, LEANING POSITION TO ALLOW AIR CIRCULATION; DO NOT STACK HORIZONTALLY. • PROTECT FROM EXPOSURE TO DIRECT SUNLIGHT DURING STORAGE. • INSTALL ONLY INTO VERTICAL WALLS AND WHEN CONDITIONS AND SHEATHING ARE DRY. • VERIFY WINDOWS MEET TITLE 24 REQUIREMENTS BEFORE INSTALLATION. SEE TITLE 24 SHEETS. 1. EACH PANE SHALL BEAR THE MANUFACTURER’S MARK DESIGNATING THE TYPE AND THICKNESS OF THE GLASS OR GLAZING MATERIAL. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED AND AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 2406.3. EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION MARK SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF A TYPE THAT, ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED. TEMPERED SPANDREL GLASS SHALL BE PROVIDED WITH A REMOVABLE PAPER MARKING BY THE MANUFACTURER. 2. TEMPERED GLASS IS REQUIRED FOR: • ANY WINDOW LESS THAN 18 INCHES IN HEIGHT FROM A WALKING SURFACE. • ANY WINDOW LESS THAN 24 INCHES OF ANY DOOR. • ANY WINDOW OVER A BATHTUB OR SHOWER LESS THAN 5 FEET FROM THE FLOOR OF THE SHOWER OR BATHTUB. • ANY WINDOW WITHIN 40” OF A LOCKING DEVICE. • GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24” ARC OF THE DOOR IN A CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 60” ABOVE THE WALKING SURFACE. DOOR HARDWARE SET: 1. NO HARDWARE REQUIRED (DUMMY) 2. PRIVACY HARDWARE - LOCKSET THAT CAN BE LOCKED BY A BUTTON OR TURN PIECE ON THE INSIDE WITH NO KEY FUNCTION. 3. ENTRANCE - SINGLE OR DOUBLE CYLINDER WITH A KEY LOCK. VERIFY THICKNESS REQUIREMENTS WITH DOOR PANELS. (OWNER TO CHOOSE FINISH AND STYLE). 4. DEADBOLT - KEYED ENTRY WITH A BUTTON OR TURN KEY ON THE INTERIOR. 5. MORTISE SET - POCKET DOORS NOTE: OWNER TO SELECT ALL HARDWARE FINISH AND STYLE. G.C. TO PROVIDE THE OWNER WITH HARDWARE SETS FOR THE OWNER TO CHOOSE BEFORE ANY INSTALLATION. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-9 SHEET 20 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 12/19/2024 52-24 PLAN CHECK#:- C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Mandatory Measures ADU 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. CITY OF SANTA ANA Planning and Building Agency 2. CONCRETE FOUNDATION CONSTRUCTION 200. THE FIELD INSPECTOR SHALL VERIFY FOUNDATION REQUIREMENTS DURING FOUNDATION INSPECTION 201. CONCRETE STRENGTH SHALL BE NO LESS THAN 2,500 PSI @ 28 DAYS, OR HIGHER STRENGTH IF NOTED ON THE PLANS. 202. SLAB REINFORCEMENT & FOOTINGS SHALL BE PER STRUCTURAL DETAILS ON SHEET S4, CENTERED IN SLAB. 203. REINFORCING BARS TO BE GRADE 40 FOR #3 BARS, GRADE 60 FOR #4 BARS &LARGER 204. PROVIDE WEAKENED PLANE JOINTS FOR CRACK CONTROL (SAWCUT OR TOOLED JOINT) AT 144" O/C MAX. 205. SILL ANCHORAGE ATALL SHEARWALL LOCATIONS SHALL BE PER THE SHEARWALL SCHEDULE. ALL SHEARWALL ANCHOR BOLTS SHALL RECEIVE A 3" SQUARE X 0.229" THICK WASHER. THE WASHER MAYBE DIAGONALLY SLOTTED (WIDTH >= BOLT DIAMETER + 3/16", LENGTH<=1 1") PROVIDED THATA STANDARD CUT WASHER IS USED ON TOP OF THE SQUARE WASHER. SHEARWALL ANCHORS SHALL BE PLACED A MIN. OF 1 1" FROM THE EDGE OF CONCRETE. 206, EMBEDDED SILL ANCHOR BOLTSATTYPICAL NON-SHEARWALL CONDITIONS SHALL BE a " DIA. MIN. ANCHOR BOLTS WITH A STANDARD CUT WASHER. SPACING SHALL NOT EXCEED 48 INCHES O/C. LOCATE AN ANCHOR BOLT NOT MORE THAN 9 INCHES, OR LESS THAN 4" FROM ENDS AND SPLICES. EACH SILL SHALL HAVE (2) SILL BOLTS MIN, 207. ANCHOR BOLTS SHALL BE EMBEDDED A MIN. OF 7 INCHES INTO CONCRETE. IN A TWO -POUR SYSTEM, ANCHOR BOLTS TO BE EMBEDDED 5 INCHES MIN. INTO FIRST POUR. 208. SEE WOOD FRAMING CONSTRUCTION NOTES FOR ALTERNATE SILL ANCHORAGE. 209. ALL HOLDOWNS SHALL BE PLACED A MINIMUM DIM AS SHOWN IN DETAIL 3&4/S4 FROM EXTERIOR CORNER OF SLAB. 210. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY HOMEOWNER AND CITY OF SANTAANA OF ANY DISCREPANCY, TYPICAL. 211. PROVIDE A UFER GROUND FOR ELECTRICAL SYSTEM PER ARTICLE 250.52 N.E.C. 212• ALL SURROUNDING FLAT WORK SHALL BE VERIFIED WITH HOMEOWNER FOR LOCATION AND AMOUNT TO BE POURED. 213. RETROFIT MISPLACED HOLDOWNS AS NOTED BELOW. AT EPDXY ANCHORS USE SIMPSON SET-XP EPDXY PER MANUFACTURERS INSTALLATION REQUIREMENTS AS FOLLOWS: MISPLACED HOLDOWN RETROFIT BOLT REPLACEMENT HARDWARE LSTHD8, HTT4 a " ALL -THREAD, EMBED 9" HTT4 STHD10, STHD14, HTT5 5, " 8 ALL -THREAD, EMBED 9 HTT5 LTT20B a "ALL -THREAD, EMBED 7" LTT20B LTT20B ATTACH TO EXISTING A.B. LTT20B HDU8 a"ALL-THREAD, EMBED 15" HDU8 214. RETROFIT ¢" & a " EMBEDDED ANCHOR BOLTS AS NOTED BELOW. AT EPDXY ANCHORS USE SIMPSON SETAP EPDXY PER SIMPSON'S INSTALLATION REQUIREMENTS. LOCATION TYPE REPLACEMENT SLAB EDGE, 1.314"DIST. SHEARWALL a " ALL -THREAD, EPDXY, EMBED 3" OR a " TITEN HD, EMBED 3" MIN. INTERIOR > 6," EDGE DIST. SHEARWALL OR s TITEN HD, EMBED 3" MIN. NON -SHEAR ANY OTHER NON SHEAR 0.145 DIA. SHOT PINS SPACED 4 INCHES APART ON SILL. (2) FOR EACH MISSING ANCHOR BOLT. MAX. OF (6) SHOT PINS EVERY 6 FT. 215. WHEN REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, HAVE CONTRACTOR DOCUMENTATION IN WRITING FOR THE FOLLOWING: A) THE PAD WAS PREPARED IN ACCORDANCE WITH THE SITE REQUIREMENTS AND CITY OF SANTA ANA APPROVAL. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED & COMPACTED. C) THE FOUNDATION EXCAVATIONS, EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY COMPLIES WITH THE CITY OF SANTAANA RECOMMENDATIONS 216. ALL HOLDOWN ANCHORS & HARDWARE MUST BE TIED IN PLACE PRIOR TO CALLING FOR A FOUNDATION INSPECTION. 3. WOOD FRAMING CONSTRUCTION 300. ROOFING MATERIALS SHALL BE PER ARCHITECTURAL DRAWINGS. 301, ROOF SHEATHING SHALL BE 32 " OR a " C-D GRADE, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, OR OSB PANELS. IDENTIFICATION INDEX (24/0) W/ 8D COMMON NAILS @ 6" O/C @ ALL PERIMETER EDGES AND ALL INTERIOR SUPPORTED EDGES AND @ 12" O/C @ ALL INTERMEDIATE SUPPORTS. SEE DETAILS FOR SHEAR AND DRAG NAILING. 302. TYPICAL WALL SHEATHING: INTERIOR SURFACES: WHERE DRYWALL IS SPECIFIED, PROVIDE MIN. $" GYPSUM WALLBOARD W/ 5D COOLER NAILS OR EQUAL @ 7" O/C TO ALL STUDS AND TO TOP & BOTTOM PLATES (UNBLOCKED) AT INTERIOR SIDE OF EXTERIOR WALLS AND AT BOTH SIDES OF ALL INTERIOR WALLS. EXTERIOR SURFACES: SEE PLANS. WHERE "STUCCO" IS SPECIFIED PROVIDE 8" EXTERIOR CEMENT PLASTER OVER WIRE LATH OVER TYPE 15 BUILDING PAPER. LATH ATTACHED TO ALL STUDS AND TOP AND BOTTOM PLATES (OR BLOCKING AS OCCURS) W/ 16 GAGE X 16 STAPLES @ 6" O/C OR NO. 11 GAGE X 1-112" FURRING NAILS WHERE INDICATED ON ELEVATIONS. 303. STRUCTURAL SHEATHING MAY BE EITHER OSB OR PLYWOOD. ANY NOTES REFERRING TO PLYWOOD ALSO APPLIES TO OSB, 304. TOP PLATES SHALL BE DOUBLE 2X W/ WIDTH EQUAL TO STUDS BELOW, W/ (21)16D NAILS MIN. @ MINIMUM 4'-0" LAP SPLICES. USE SIMPSON RPS OR CS16 STRAP EACH SIDE OR ONE SIDE AND TOP WHERE LAP SPLICE IS NOT POSSIBLE. SEE DETAILS FOR NOTCHES, CUT-OUTS AND COMPLETE PLATE BREAKS AT HEATING, VENTING, AND PLUMBING 3. WOOD FRAMING CONSTRUCTION (CONT.) 305. TYPICAL SHEAR TRANSFER: ROOF TO WALL: CONNECT ROOF FRAMING TO TOP PLATE W/ SIMPSON H1 @ 24" O/C OR A35 OR RBC @ 24" O/C OR PER SHEAR TRANSFER DETAILS. SILL PLATE ANCHORS: 306. GROUND FLOOR 1 SLAB ON GRADE WALLS: PROVIDE 2X MIN. PTDF SILL PLATES. SEE CONCRETE FOUNDATION CONSTRUCTION NOTES 206, 207 & 208 FOR ANCHOR BOLTS. AT INTERIOR NON -SHEAR CONDITIONS, 0.145 SHOT PIN ANCHORS @ 32" O/C MAY BE USED TO CONNECT PARTITIONS AND BEARING WALLS TO SLAB. 307. ALL WOOD SILL PLATESAND ALL WOOD MEMBERS DIRECTLYAGAINST CONCRETE OR MASONRY SHALL BE FOUNDATION GRADE REDWOOD SILLS OR PTDF SILLS, TREATED WITH SODIUM BORATE (SBX/DOT) WHEN INSTALLED IN A DRY OR ENCLOSED ENVIRONMENT. (SODIUM BORATE TREATMENT DOES NOT REQUIRE CORROSION RESISTANT CONNECTORS.) IF OTHER TREATMENTS ARE USED, SEE NOTE 309. 308. FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD: ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITHOUT AMMONIA SHALL BE GALVANIZED PER ASTM Al53. ALL NAILS AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER TREATED WITH ACQ-C, ACQ-D, CA-B, AND CBA-A WITH AMMONIA SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. WHERE PRESSURE TREATED LUMBER IS INSTALLED IN AN EXTERIOR WET ENVIRONMENT, ALL NAILS AND FASTENERS IN CONTACT WITH THE PRESSURE TREATED LUMBER SHALL BE TYPE 303, 304, 305, OR 316 STAINLESS STEEL. 309. RE -TIGHTEN ALL HOLDOWN ANCHORS JUST PRIOR TO COVERING THE WALL FRAMING. 310. ENGINEERED BEAMS AREAS FOLLOWS: "PSL" REFERS TO PARALLEL STRAND LUMBER (E=2.0, FB=2900). "LSL" REFERS TO LAMINATED STRAND LUMBER (E=1.55, FB=2325). (E=1.3 & FB=1700 AT LSL CONDITIONS WITH D (DEPTH) < 9" ) "LVL" REFERS TO LAMINATED VENEER LUMBER (E=2.0, FB=2800). "GLB" REFERS TO 24F-1.8E GLU-LAM WITH STANDARD CAMBER, U.N.O. "IJC" ENGINEERED GLU-LAM BEAM MAYBE USED UPON ENGINEER APPROVALS. AN A.I.T.0 CERTIFICATE OF COMPLIANCE ISSUED BY A CURRENT ICC APPROVED QUALITY CONTROL AGENCY FOR GLUED LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 311. LUMBER SPECIFICATIONS: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH. STUDS, PLATES & BLOCKING: 2X4 FRAMING LUMBER NOT LISTED BELOW STANDARD GRADE OR BETTER 92-1/4", 104-1/4", & 116-1/4"2X4 STUDS STUD GRADE OR BETTER 2X4 STUDS OVER 10' #2 OR BETTER 2X4 SILLS & PLATES STANDARD OR BETTER 2X6 STUDS, SILLS, & PLATES #2 OR BETTER 4X4 STUDS & POSTS STANDARD OR BETTER OR #1 4X6, 6X6, & LARGER STUDS & POSTS #1 OR BETTER 4X4, 4X6 BEAMS & HEADERS #2 OR BETTER 4X8, 4X10, 4X12, 4X14 BEAMS & HEADERS #1 OR BETTER 6X4 BEAMS & HEADERS #2 OR BETTER 6X6 & LARGER BEAM & HEADERS #1 OR BETTER 2X6 AND LARGER RAFTERS AND JOISTS #2 OR BETTER 312. HOLES, CUTOUTS, AND NOTCHES IN FRAMING MEMBERS: BY VIRTUE OF CODE COMPLIANCE WITH ELECTRICAL AND PLUMBINGDE CODES, HOLES AND NOTCHES WILL INEVITABLYBE MADE IN FRAMING MEMBERS, THE CODE RECOGNIZES AND APPROVES VARIOUS HOLES AND NOTCHES WITHOUT ENGINEERING JUSTIFICATION IN CBC SECTION 2308.8.2. ENGINEERED (PSL, LSL) RECTANGULAR LUMBER BEAMS BEHAVE LIKE ANY OTHER RECTANGULAR SHAPE WHEN NOTCHED OR BORED, SO THE ENGINEER OR ARCHITECT MAY SPECIFY LIMITS WITHOUT MANUFACTURER APPROVAL OTHER HOLES AND NOTCHES ARE ALLOWED AS NOTED BELOW: PSL AND LVL BEAMS: A HOLE 1 INCH IN DIAMETER CAN BE DRILLED ANYWHERE, AND A 2 INCH DIA. HOLE CAN BE DRILLED IN THE MIDDLE THIRD OF THE SPAN IN THE MIDDLE THIRD OF THE DEPTH OF THE BEAM FOR ANY PSL OR LVL BEAM, EXCEPT CANTILEVERED BEAMS AND BEAMS SUPPORTING CONCENTRATED LOADS. HOLES IN THOSE CONDITIONS REQUIRE APPROVAL IN WRITING FROM THE ENGINEER PSLAND LVL BEAMS: A RAKE CUT (TAPER)ATTHE TOP OF THE BEAM ATTHE END OF THE SUPPORT IS ALLOWED IF NOTED ON PLANS, TO A MINIMUM OF 4-3/8" AT INSIDE FACE OF SUPPORT. RAKE CUT (TAPER) THAT RESULTS IN A DEPTH AT THE INSIDE FACE OF THE SUPPORT OF 2/3RDS THE BEAM DEPTH IS ALLOWED AT CONDITIONS NOT SPECIFIED. OTHER TAPERED ENDS AND SQUARE NOTCHES IN TOP OR BOTTOM FACE REQUIRE APPROVAL IN WRITING FROM THE ENGINEER OR ARCHITECT. STUDS AND PLATES: SEE STRUCTURAL DETAILS 13 & 14 ON SHEET S3 FOR NOTCHING AND BORING, 313. PROVIDE 2X4 TRIMMER & 2X4 KING STUD EACH END OF EACH 4X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 4X10 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 3-1/2 X 7-1/2 PSL OR LSL OR LARGER. 314. PROVIDE 2X6 TRIMMER & 2X6 KING STUD EACH END OF EACH 6X DROPPED BEAM OR HEADER. PROVIDE DOUBLE TRIMMERS AT EACH 6X8 OR LARGER. PROVIDE DOUBLE TRIMMERS AT EACH 5-1/4 X 7-1/2 PSL OR LSL OR LARGER. 315. PROVIDE DOUBLE KING STUDS ATALL OPENINGS 8'-l" WIDE AND WIDER OR PER PLAN. 316. PROVIDE MINIMUM 2-1/4" BEARING @ EACH END OF EACH FLUSH BEAM OR HEADER WHERE BEARING IS ON TOP PLATE. PROVIDE 2X4 STUD WITHIN 3" OF BEARING POINT. PROVIDE (2) 2X STUDS @ 6X OR LSL OR PSL BEAMS. 317. ROOF RAFTERS SHALL BE 2X RAFTERS AS NOTED ON STRUCTURAL DRAWINGS 318. EAVES SHALL BE PER ARCHITECTURAL PLANS W/ APPLIED TAILS PER ARCHITECTURAL PLANS. OVERHANG DETAILSARE NOT SHOWN ON STRUCTURAL PLANS. 319. SEETHE ARCHITECTURAL ROOF PLANS FOR ROOF PITCH AND ADDITIONAL INFORMATION. 320. COMBINE AND GROUP PLUMBING VENTS WHENEVER POSSIBLE TO MINIMIZE ROOF PENETRATIONS. 3. WOOD FRAMING CONSTRUCTION (CONT.) 321. WOOD TO WOOD CONNECTORS SHALL BE SIMPSON STRONG TIE OR USP STRUCTURAL CONNECTORS. ALL SPECIFIED CONNECTOR CALL -OUTS ARE SIMPSON CATALOG CALL -OUTS USP SUBSTITUTIONS SHALL HAVE A CAPACITY EQUAL TO OR GREATER THAN THE SIMPSON CATALOG VALUES. ANY OTHER ICC APPROVED METAL CONNECTOR MAY BE USED UPON APPROVAL BY THE ENGINEER OR ARCHITECT. 322• ICC APPROVED CONNECTORS SHALL BE USED WHERE CONNECTORS ARE SPECIFIED, UNLESS OTHERWISE NOTED, THE FOLLOWING BEAM AND JOIST HANGERS SHALL BE USED: BEAM OR JOIST SIMPSON/USP HANGER I -JOIST FLOOR JOISTS IUS, IUT, OR ITT HANGERS 1.75 X LSL AND LVL HU, HUS, OR WPU 2.69 X PSL AND LVL HU OR HWU 3.5 X PSL AND LVL HHUS OR HWU 5.25 X PSL AND LVL HHUS OR HWU 7 X PSL AND LVL HHUS OR HWU AT BEAM HANGER CALLOUTS, IE HGUS OR HU BEAMS, THE CALLOUT IS ABBREVIATED, THE HANGER WIDTH MAYBE OMITTED TO ALLOW FLEXIBILITY IN ORDERING. EXAMPLE: 2.69 PSL THE CALLOUT MAY READ HGUS12. AN HGUS2.75/12 OR HGUS412 (WITH FILLERS) ARE APPLICABLE, WHERE HANGERS OFFER (MIN) OR (MAX), NAIL TO APPLY (MAX) LOADS. 323. WHERE SHEARWALL LENGTHS ARE SPECIFIED ON THE PLANS, THE LENGTH SHOWN IS A MINIMUM DIMENSION. THE SHEARWALL MAY BE LENGTHENED FOR CONSTRUCTION PURPOSES, BUT SHALL NOT BE REDUCED UNLESS OTHERWISE NOTED. ALL ENGINEERED WOOD PANEL SHEAR (PLYWOOD OR OSB) SHALL BE BLOCKED. 324. THE FOLLOWING HOLES IN SHEARWALLS ARE ALLOWED: A) APPROXIMATELY SQUARE HOLES NOTCHED, PUNCHED, OR CUT THATARE LESS THAN 25 SQ. INCHES B) APPROXIMATELY SQUARE HOLES CLEAN CUT OR BORED IN SHEARWALLS THATARE LESS THAN 64 SQ. INCHES (ONE HOLE PER 4' OF SHEARWALL.) C) APPROXIMATELY SQUARE HOLES, LESS THAN 64 SO. INCHES (ONE HOLE PER 8' OF SHEARWALL) WITH ALL EDGES BLOCKED & EDGE NAILED. D) HOLES INDIVIDUALLYAPPROVED BY THE ENGINEER OR ARCHITECT OF RECORD. 325. STUDS SHALL BE SPACED @ 16" O/C MAX. UNLESS OTHERWISE SPECIFIED. EXCEPT AT PLATE HEIGHTS HIGHER THAN 10'-0", THEN USE DF#2 OR BETTER 326. ALL FINISHES, WATERPROOFING, DRAINAGE, AND FIRE -RELATED ELEMENTS ARE BY THE ARCHITECT OF RECORD AND ARE REQUIRED EVEN THOUGH THEY MAY NOT BE SHOWN ON THE STRUCTURAL PLANS AND DETAILS. 4. ICC-ES AND NER APPROVALS 400. PLYWOOD AND OSB PANELS: FULL REPORTS FOUND AT: APA PLYWOOD & OSB--ESR-2586 HTTP://WWW.ICC-ES.ORG 401. JOISTS AND RAFTERS AND BEAMS: TRUS-JOIST TJI JOISTS AND PSL, LSL, & LVL--ICC-ES ESR-1387, 1153, BOISE CASCADE BCI JOISTS, VERSA -LAM, & VERSA-STRAND--ICC-ESR-1040, 1336 LOUISIANA PACIFIC JOISTS & BEAMS--ESR-1305, 2403 ROSEBURG JOISTS & BEAMS--ESR-1210, 1251 GLU-LAM BEAMS-- ESR-1940 PACIFIC WOOD TECH - ESR 2909 402. WOOD CONNECTORS: SIMPSON CONNECTORS--ICC-ES ESR #S 1161,1622, 1866, 2105, 2203, 2236, 2320, 2549, 2551, 2552, 2553, 2330, 2554, 2555, 2604, 2605, 2606, 2607, 2608, 2611, 2613, 2614, 2615, 2616, 2877, 2920, 3046 IAPMO ER-112,130, 143, 192, 262 USP LUMBER CONNECTORS--ICC-ES ESR #S 1178,1280, 1575, 1702, 1781, 1881, 1970 2104 2685 1831 146 2761 27 7 IAPMO ER-2 5, 8 , 00 QUICK DRIVE WOOD SCREWS--ICC-ES ESR-1472 403, ADHESIVES & ANCHORS: SIMPSON EPDXY -TIE HIGH STRENGTH EPDXY (SET-XP)--ICC-ES ESR-1772, 2508. SIMPSON WEDGE -ALL (WA) WEDGE ANCHORS--ICC-ES ES-1771 SIMPSON TITEN HD--ICC-ESR-1056, 2713 SIMPSON SHOT PINS ICC-ES ESR-2138 HILTI X-DN, X-ZF, X-CF SHOT PINS--ICC-ES ER-1663, 1752, 2269 5. NAILING & FASTENING 500.16D NAILS AS SHOWN ON THE DETAILS MAY BE COMMON, BOX, OR SINKER NAILS (0.135" MIN. DIA) 501. AS AN ALTERNATE TO THE COMMON AND BOX NAILS SPECIFIED IN THE STRUCTURAL PLANS, THE FOLLOWING "CUTLER" GUN NAILS (OR EQUAL) ARE ACCEPTABLE ALTERNATIVES. 502. ALTERNATE NAILING FOR ROOF SHEATHING: 8D 2 2 " X 0.135 WIRE BARBED NAILS BY CUTLER OR EQUAL. 503. ALTERNATE NAILING FOR FLOOR SHEATHING: #8 X 2" SELF SETTING WOOD SCREWS, OR 8D 2 2 " X 0.135 OR 0.148 SCREW SHANK FLOOR NAILS BY CUTLER OR EQUAL 504. SHEAR PANELS WHERE 8D COMMON NAILS ARE SPECIFIED: 10D 2 z " X 0.148" WIRE BARBED NAILS BY CUTLER OR EQUAL NAIL SIZES SIZE OF STANDARD WIRE SIZE PENETRATION NAIL LENGTH GAUGE (INCHES) REQUIRED BOX NAILS 6D 2" 12 0.099 1 it 8D 2 " 11 0.113 ill 10D 3" 10- 0.128 10 " 12D 3" 10- 0.128 10 " 16D 3-11 10 0.135 1 0 It 16D SINKER 3" 9 0.148 1011 COMMON NAILS 6 D 2" 11 - 0.113 1 " 8D 22 10 0.131 1 7" 10D 3„ 9 0.148 1 a 12D 3„ 9 0.148 1 a 16D 3 8 0.162 1„ 12 6. NAILING SCHEDULE, MINIMUMS (CBC CHAPTER 23, TABLE 2304.10.2) BLKNG AT CEILING JOISTS, RAFTERS, OR TRUSSES TO TOP PLATE OR OTHER FRAMING, T.N. 4-8d Box, 3-8d Com, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, T.N. 2-8d Com, 2-3" x 0.131" nails, 2-3" 14 gage staples BLKNG AT CEILING RAFTERS OR TRUSSES NOT AT WALL TOP PLATE TO RAFTER OR TRUSS, E.N. 2-16d Com, 3-3" x 0.131" nails, 3-3" 14 gage staples FLAT BLKNG TO TRUSS AND WEB, F.N. 16d Com, 3"x.131" nails, 3"x14 gage staples @ 6" o.c CEILING JOISTS TO TOP PLATE, T.N. 4-8d box, 3-8d Com, 3-10d box, 3-3"x.131 nails, 3-3" 14 gage staples CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT), F.N. PER 2308.7.3.1 3-16d Com, 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples COLLAR TIE TO RAFTER, F.N. 3-10d Com, 4-10d box, 4-3"x0.131" nails, 4-3" 14 gage staples RAFTER/TRUSS TO TOP PLATE, T.N. PER TABLE 2308.7.3.5 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples RAFTERS TO RIDGE VALLEY OR HIP; OR FATERTO 2" RIDGE BEAM TOENAIL 4-16d box, 3-10d Com, 3-16d or 4-10d box, 4-3" x 0.131" nails, 4-3" 14 gage staples ENDNAIL 2-16d Com, 3-16d box, 3-10d box, 3-3" x 0.131" nails, 3-3" 14 gage staples STUD TO STUD (NOT AT BRACED WALL PANELS) 16d Com @ 24" o.c. FN OR 2-10d box, 3" x 0.131" nails, 34' 14 gage staples @ 16" o.c. FN STUD TO STUD AT INTERSECTING WALL CORNERS (BRACED WALL) 16d Com @ 16" o.c, FN OR 16d Box, 3" x 0.131" nails, 3-3" 14 gage staples @ 12" o.c. FN BUILT-UP HEADER (2" TO 2"), FN EA. EDGE 16d Com @ 16" o.c OR 16d Box @ 12" o.c. CONT. HEADER TO STUD, T.N. 4-8d Com, 4-10d Box, 5-8d box TOP PLATE TO TOP PLATE 16d Com @ 16" o.c. FN OR 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 12 o.c. FN TOP PLATE TO TOP PLATE, AT END JOINTS (EACH SIDE OF END JOINT), FACENAIL 24" MIN LAP SPLICE EA. SIDE 8-16d Com, 12-16d Box, 12-10d Box, 12-3" x 0.131" nails, 12-3" 14 gage staples BOTTOM PLATE TO JOIST, RIM, OR BLKG, FACENAIL UNBRACED WALL: 16" o.c. FN 16d Com UNBRACED WALL: 12" o.c. FN 16d Box, 3" x 0.131" nails, 3" 14 gage staples BRACED WALL: 16"o.c. FN 2-16d Com, 3-16d Box,44'031" nails,4-3" 14 gage staples STUD TO TOP OR BOTTOM PLATE TOENAIL 4-8d Box, 410d Box, 4-8d Com, 3-16d Box, 44' 0.131" nails, 4-3" 14 gage staples ENDNAIL 3-16d Box, 2-16d Com, 3-10d Box, 344,131" nails, 3-3" 14 gage staples TOP PLATES, LAPS AT CORNERS AND INTERSECTION, F.N. 2-16d Com, 3-1 Old box, 3-3" x 0.131" nails, 3-3" 14 gage staples 1" BRACE TO EACH STUD AND PLATE, F.N. 3-8d Box, 2-8d Com, 2-10d Box, 2-3" x 0.131" nails, 2-3" 14 gage staples 1"x6" SHEATHING TO EACH BEARING, F.N. 3-8d Box, 2-1.75" 16 Gage staples, 2-8d Com, 2-1 Old Box 1"x8" SHEATHING AND WIDER TO EACH BEARING, F.N. 4-8d box, 4-1.75" 16 Gage staples, 3-8d Com, 3-10d Box JOIST TO SILL, TOP PLATE, OR GIRDER, T.N. 4-8d box, 3-8d Com, 3-10d Box, 3-3" x 0.131" nails, 3-3" 14 gage staples RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER 8d Box @ 4" o.c. TN OR 8d Com, 10d Box, 3" x 0.131" nails, 3" 14 gage staples @ 6" o.c. TN 1"x6" SUBFLOOR OR LESS TO EACH JOIST, F.N. 2-1.75" Gage Staples, 2-8d Com, 3-10d Box 2" SUBFLOOR TO JOIST OR GIRDER, F.N. or BLIND 3-16d Box, 2-16d Com 2" PLANKS (PLANK & BEAM - FLOOR & ROOF), FACENAIL & EACH BEARING 3-16d Box, 2-16d Com BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 32" o.c. FN Top & BTTM STAGGERED ON OPPOSITE SIDES 20d Com 24" o.c. FN Top & BTTM 10d Box, 3"x0.131" nails, 3" 14 gage staples ENDS & SPLICES, FN 2-20d Com, 3-1 Old Box, 34' 0.131" nails, 3-3" 14 gage staples LEDGER SUPPORTING JOISTS/RAFTERS 4-16d Box, 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES JOIST TO BAND OR RIM JOIST, END NAIL 3-16d Com, 4-10d Box, 4-3"X0.131, 4-3" 14ga. STAPLES BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS EACH END, T.N. 2-8d Com, 2-10d box, 2-3" x 0.131" nails, 2-3" 14 gage staples WOOD STRUCT. PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHTNG TO FRMG AND EDGES INTERMEDIATE PARTICLEBOARD WALL SHEATHING TO FRAMING (IN) SUPPORTS (IN) 16d Com or deformed; or 22"x.113" nail (subfloor aid wall) 6 12 8d Com or deformed (roof) or 28" x.113" nail (roof) 6e 6e "-2" 14" 16 Ga Staple, ' crown (subfloor and wall) 4 8 22" x.113"x.266" head nail (roof) 3 f 3 f 14" 16 Ga Staple,6"crown (roof) 3f 3f 8d Com or deformed (subfloor and wall) 6 12 19,, 31, 32 —4 8d Com or deformed (roof) or 28" x.113" nail (roof) 6e 6e 28" x.113"x.266" head nail, 2"16 Gage staple, 6' crown 4 8 8 -14 �10cl Com or (T4.148"); or deformed (271 x.131 "x.281 head) 6 12 OTHER EXTERIOR WALL SHEATHING (FIBERBOARD) 1„b 12" x0.120", galvanized roofing nail (16" head dia) or 14" 16 Ga Staple w/6" or 1" crown 3 6 2 25,1 13" x0,120", galvanized roofing nail (16" head dia) or 12" 16 Ga Staple w/ 6" or 1" crown 3 6 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING 4 & LESS 8d COMMON (2 2 x0.131 ), or deformed (2 x0.113 ), or deformed (2 x0.120) 6 12 a" 1" 8d COMMON (2 z"x0.131 "); or deformed (2"x0.113" ); or deformed (2"0.120") 6 12 11" -11" 10d COMMON (3"x0.148"); or deformed (22"x0.131 "); or deformed (22"x0.120") 6 12 PANEL SIDING TO FRAMING 2" & LESS 6d corrosion -resistant siding (18"x.106"); or 6d corrosion -resistant (2"x.099") 6 12 g" 8d corrosion -resistant siding (28"0.128"); or 8d corrosion -resistant casing (22"x0.113") 6 12 INTERIOR PANELING -'4" 4d casing (12"x0.080"); or 4d finish (12"x0.072") 6 12 8„ 6d casing (2'4.099"); or 6d finish (2"x.092") - (Panel supports at 24 inches) 6 12 7. DESIGN CRITERIA 700, BUILDING CODE: 2022 CALIFORNIA BUILDING CODE AND 2022 CALIFORNIA RESIDENTIAL CODE. 701. SEISMIC DESIGN CRITERIA: SOIL BEARING VALUE 1,500 psf SITE CLASS D (Default) SEISMIC DESIGN CATEGORY D RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 1 SS 1.50 S1 0.50 SIDS 1.20 SD1 0.60 Cs 0.185 Design Base Shear 0.168W 702. WIND DESIGN CRITERIA: WIND SPEED (V-ult) 124 mph RISK CATEGORY II EXPOSURE C INTERNAL PRESSURE COEF 0.18 EXTERIOR CLADDING (0.6W) 13 psf 703. DESIGN LOADING (Worst Case): ROOF DL 14 psf I ROOF LL 20 psf TRELLIS DL 8 psf I TRELLIS ILL 10 psf FOOTNOTES: a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. e e. Tabulated fastener requirements apply where the ultimate design wind speed is less than 140 mph. For wood structural panel roof sheathing attach tgable-endr fr in n e ed o roof am and to intermediate 9 9 supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Spacing exceeding 6 inches on center at intermediate supports shall be permitted where the fastening is designed per the AWC NDS. e. Fastening is only permitted where the ultimate design wind speed is less than or equal to 110 mph g. Nails and staples are carbon steel meeting the specifications of ASTM F1667. Connections using nails and staples of other materials, such as stainless steel, shall be designed by acceptable engineering practice or approved under Section 104.11, 8. STATEMENT OF SPECIAL INSPECTIONS 800. RETROFIT ANCHOR BOLTS FOR MISPLACED HOLDOWNS WITH ALL -THREAD ROD AND SIMPSON SET-XP EPDXY REQUIRE SPECIAL INSPECTION. (NO SPECIAL INSPECTION IS REQUIRED FOR RETROFIT ANCHOR BOLTS OR TITEN HD's WITHOUT A HOLDOWN ATTACHED,) 801. PER CBC 1705.3 SPECIAL INSPECTION IS NOT REQUIRED FOR NON-STRUCTURAL SLABS ON GRADE NOR FOR CONCRETE FOOTINGS THAT SUPPORT 3 STORIES ABOVE GRADE OR LESS. 802. PER CBC 1705.11 SPECIAL INSPECTION IS NOT REQUIRED FOR SEISMIC COMPONENTS FOR DETTACHED ONE- AND TWO-FAMILY DWELLINGS NOT EXCEEDING 2 STORIES ABOVE GRADE. 19. SOILS REPORT 1 A SOIL REPORT IS REQUIRED FOR PROPOSED DETACHED ADU WITH BUILDING AREA EXCEEDING 750 sq.ft. THE GEOTECHNICAL INVESTIGATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 1803.2 AND REPORTED IN ACCORDANCE WITH SECTION 18.3.6, CBC. i. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW THE CITY APPROVED PLANS FOR GENERAL CONFORMANCE WITH THE SOIL REPORT; OTHERWISE, AN ALTERNATE FOUNDATION PLAN DESIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER IS REQUIRED. 41055 CHACO CANYON ROAD MURRIETA CA 92562 All ideas, drawings, specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. PROJECT: ADU 3110 & 3112 S Griset PI Santa Ana, CA 92704 CLIENT: Matthew Mallari & Natalie Nguyen Q 0 I v ( No. 38 M LLJ 1 # Exp� _ y � l r / Mark Transrflittal,S"et•D8te'` Description 01 12/1012__E " 03 3/27/9025 Plat FiIN�s Li HAS REVt€.VVI:D i. t5r- r O MEMBER SIZES AND CONi EC-ii1GNS AS REFLECTED DIMENSIONS AND sav v S �t't1CTtlRAL ITOAS ARE HE PROJECT NO: 52-24 STATUS: Submittal DRAWN BY: CHK'D BY: PLOT DATE: 4/18/2025 PLAN CHECK#: 101122356 SHEET TITLE Notes S-0 SHEET 26 All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-11 SHEET 22 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal California Green Building ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 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 or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site 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 waster, 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 Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 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. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 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. 4.303.1.3.2 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 only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 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. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 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). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 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. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential 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 Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ 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 NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or 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. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 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 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 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. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. 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. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. 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 a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality 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 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. 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, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. 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/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY 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 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces 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). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. X X X X X X X X X X X X X X X X X G.C. G.C. home- owner G.C. G.C. G.C. G.C. G.C. G.C. X X home- owner home- owner X G.C. X All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-10 SHEET 21 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Mandatory Measures ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-12 SHEET 23 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal California Green Building ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP 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 hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. 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). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) 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). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove 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. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 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 Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), 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 1 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. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, 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 4.504.3 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 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) 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. 4.504.2.4 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. 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] 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. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS 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 ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT 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. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - 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 CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 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. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 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 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. 4.504.3.1 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 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. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% 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 Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 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 for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 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, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 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/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X G.C.X All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-12 SHEET 23 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 12/19/2024 52-24 PLAN CHECK#:- C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Title 24 ADU 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 1 of 9) CERTIFICATE OF COMPLIANCE Project Name: Santa Ana Griset Pl ADU Enforcement Agency: Dwelling Address: Santa Ana Permit Number: City and Zip Code Santa Ana, 92704 Permit Application Date: 2024-11-12 A. General Information 01 Project Name Santa Ana Griset Pl ADU 02 Date Prepared 2024-11-17T19:07:19.2225286-08:00 03 Project Location Santa Ana 04 Building Front Orientation (deg)0 05 CA City Santa Ana 06 Number of Dwelling Units 1 07 Zip Code 92704 08 Fuel Type Natural gas 09 Climate Zone 8 10 Total Conditioned Floor Area (ft2):738 11 Building Type Single family 12 Slab Area (ft2):738 13 Project Scope Newly Constructed 14 Fenestration Exceptions NA (do not allow other entries) B. Building Insulation Details - Framed Walls/ Framed Floors (Section 150.1(c)1) 01 02 03 04 05 06 07 08 09 10 11 12 Tag/ID Assembly Type Frame Type Frame Depth (inches) Frame Spacing (inches) Proposed Required Cavity R-value Continuous Insulation R-value U-Factor Joint Appendix JA4 Reference Table Cell U-Factor from Table 150.1-A Comments Wall Wall Wood 2x6 @ 16 in. O. C.21 0 .048 4.3.1 7D 0.048 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 2 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 C. Building Insulation Details - Non-framed (Section 150.1(c)1) This section does not apply to this project. D. Opaque Surface Details - Mass Walls (Section 150.1(c)1Bii) This section does not apply to this project. E. Slab On Grade/Concrete Raised Floor Insulation (Table 150.1-A) 01 02 03 04 05 06 Floor Type Proposed Insulation R-value Insulation U-factor Required Insulation R-value Insulation U-factor Slab on grade R0 n/a n/a n/a Note: •Heated slab floors require mandatory slab insulation (see Table 110.8-A). F. Ceiling/Roof Insulation (Section 150.1(c)1A) 01 02 3 4 5 6 7 8 Option Air Space Required? Proposed Required Comment Proposed Below Roof Deck R-value Proposed Ceiling Insul. R-value Required Below Roof Deck R-value Required Ceiling Insul. R-value Radiant Barrier Required?Comment Option C No 0 30 n/a R-30 Required Note: •Cathedral ceilings cannot comply with prescriptive requirements. Performance compliance is required. •Option B requires below deck insulation in climate zones 4 and 8-16. An air space is required if below deck insulation is required. •Option C requires heating and cooling ducts be located inside the conditioned space. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 3 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 G. Roofing Products (Cool Roof) (Section 150.1(c).11) 01 02 03 04 05 06 07 08 09 10 11 12 13 Tag/ID Exception Roof Pitch Method of Compliance Product Type CRRC Product ID Number Proposed Minimum Required Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI (optional)Aged Solar Reflectance Thermal Emittance SRI (optional) Asphalt Shingle Roof No Roof pitch is >= 2 :12 Aged solar reflectance and thermal emittance Asphalt shingles 0676-0041a 0.27 0.26 0.91 n/a n/a n/a n/a Notes: •Exception 1 Any roof area covered by building integrated photovoltaic (PV) panels or solar thermal panels are exempt from the above Cool Roof requirements •Exception 2: Roof construction with a weight of 25 pounds per square foot (lb/ft2) or greater are also exempt. •Liquid field applied coatings must comply with installation criteria from Section 110.8(i)4 H. Opaque Swinging Doors to Exterior (Section 150.1(c).5) 01 02 03 04 05 06 07 Tag/ID Area Proposed U-factor Proposed U-factor Source Required Maximum U-factor Weighted average (Yes/No)Comments D01 11.66 0.2 NFRC 0.2 No Notes: •Any door with 25% or more glass is counted as a fenestration product in tables I and J. •Do not include fire-rated doors between garage or unconditioned space and conditioned space. •If using weighted average to achieve required maximum U-factor, attach CF1R-ENV-02-E. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 4 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 I. Fenestration/Glazing Allowed Areas and Efficiencies (Section 150.1(c)3) 01 02 03 04 05 06 07 Maximum Allowed Fenestration Area For All Orientation (ft2) Maximum Allowed West-Facing Fenestration Area Only (ft2) Maximum Allowed U-factor (Windows) Maximum Allowed U-factor (Skylight) Maximum Allowed SHGC (Windows) Maximum Allowed SHGC (Skylight)Comments 147.6 36.9 0.3 0.3 0.23 0.23 J. Fenestration Proposed Areas and Efficiencies (Section 150.1(c)3) Note: If meeting Exception 1 to 150.1(c)3A, Installing less than or equal to 3 square feet (ft2) glass in door, it is assumed to meet the minimum required U-factor (0.30) and SHGC (0.23).      If meeting Exception 1 to 150.1(c)3A, Installing less than or equal to 3 square feet (ft2) tubular skylight, it is assumed to meet the minimum required U-factor (0.55) &amp; SHGC (0.30). Doors with greater than or equal to 25 percent glazing are considered glazed doors and are treated as a fenestration product. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Tag/ID Fenestration Type Frame Type Dynamic Glazing Orientation N, S, W, E # of Panes Proposed Fenestration Area (ft2) Proposed West Facing Fenestration Area (ft2) Proposed U-factor Proposed U-factor Source Proposed SHGC Proposed SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV- 03 North Operable window Non-metal None North Double pane 20  .3 NFRC .23 NFRC None   East Operable window Non-metal None East Double pane 13.5  .3 NFRC .23 NFRC None   South Operable window Non-metal None South Double pane 20  .3 NFRC .23 NFRC None   West Operable window Non-metal None West Double pane  23 .3 NFRC .23 NFRC None   15 Total Proposed Fenestration Area 76.5 16 Maximum Allowed Fenestration Area 147.6 17 Compliance Statement Design complies with the total allowed fenestration area 18 Total Proposed West-Facing Fenestration Area 23 19 Maximum Allowed West Facing Fenestration Area 36.9 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 5 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 20 Compliance Statement Design complies with the total allowed west-facing fenestration area 21 Proposed Fenestration U-factor (Windows)0.3 22 Required Fenestration U-factor (Windows)0.3 23 Compliance Statement Design complies with the maximum allowed fenestration U-value 24 Proposed Fenestration SHGC (Windows)0.23 25 Required Fenestration SHGC (Windows)0.23 26 Compliance Statement Design complies with the maximum allowed fenestration SHGC 27 Proposed Fenestration U-factor (Skylights)n/a 28 Required Fenestration U-factor (Skylights)0.3 29 Compliance Statement n/a 30 Proposed Fenestration SHGC (Skylights)n/a 31 Required Fenestration SHGC (Skylights)0.23 32 Compliance Statement n/a K. Space Conditioning (SC) Systems - Heating/Cooling/Ducts (Section 150.1(c)7) 01 02 03 04 05 06 07 08 09 10 11 12 13 SC System Identificatio n or Name Heating System Type Heating Efficiency Type Proposed Heating Efficiency Cooling System Type Cooling Efficiency Type Proposed Cooling Efficiency SEER/SEER2 Proposed Cooling Efficiency EER/EER2/CEER Distribution System Type Duct Location Duct R-value Thermostat Type Comments System 1 Ductless mini-split HP HSPF 8.2 Ducted mini-split AC EER/SEER 14 11.7 System has no ducts No ducts n/a Setback Notes: •Any gas heating, heat pump or cooling appliance sold in California will meet the minimum appliance efficiency standard. Models can be checked at https://cacertappliances.energy.ca.gov/Pages/ApplianceSearch.aspx . NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 6 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 L. Ventilation Cooling in Climate Zones 8-14 (Section 150.1(c)12) 01 02 03 04 05 06 07 08 Proposed Required Air Flow Rate for Certified Whole House Fan (CFM)Number of Fans Total CFM Directly Vented to Outside Attic Free Vent area (in2)Airflow Rate (CFM)Minimum Attic Vent Free Area (in2)Location/Comments 1500 1 1500 Yes 354 1107 288 M. Water Heating Systems (Section 150.1(c)8) List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. 01 02 03 04 05 06 07 08 09 10 Water Heating System ID or Name Water Heating System Type System Option (from # of Water Heaters/Compresso rs in System Water Heater Type Fuel Type Rated Input Tank Location Distribution Type Minimum Solar Savings Fraction WHS1 Domestic Hot Water (DHW)1 1 Heat Pump Water Heater Heat Pump n/a Conditioned Standard Distribution System n/a Options: 1.A single 240 volt heat pump water heater (HPWH). Installed in conditioned space or garage. C. In climate zone 1, compact hot water distribution is required. C. In climate zone 16, compact hot water distribution and a drain water heat recovery (HERS) is required. 2.A single 240 volt HPWH rated Tier 3 or higher by Northwest Energy Efficiency Alliance (NEEA). Installed in conditioned space or garage. a. In climate zone 16, a drain water heat recovery (HERS) is required. 3.A solar water-heating system with a minimum annual solar savings fraction of 0.7 and an electric backup meeting the installation criteria specified in Reference RA4. 4.In climate zones 3, 4, 13 and 14, a gas or propane instantaneous water heater with an input of 200,000 Btu per hour or less and no storage tank may be installed. a. Space conditioning system shall be a heat pump as specified in Section 150.1(c)6. 5.In new dwelling units that are 500 square feeet of less, an instantaneous electric water heater with point of use distribution. . Notes     A single 120V HPWH may be installed in place of a 240V HPWH for new dwelling units with 1 bedroom or less. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-13 SHEET 24 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Title 24 ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 1 of 9) CERTIFICATE OF COMPLIANCE Project Name: Santa Ana Griset Pl ADU Enforcement Agency: Dwelling Address: Santa Ana Permit Number: City and Zip Code Santa Ana, 92704 Permit Application Date: 2024-11-12 A. General Information 01 Project Name Santa Ana Griset Pl ADU 02 Date Prepared 2024-11-17T19:07:19.2225286-08:00 03 Project Location Santa Ana 04 Building Front Orientation (deg)0 05 CA City Santa Ana 06 Number of Dwelling Units 1 07 Zip Code 92704 08 Fuel Type Natural gas 09 Climate Zone 8 10 Total Conditioned Floor Area (ft2):738 11 Building Type Single family 12 Slab Area (ft2):738 13 Project Scope Newly Constructed 14 Fenestration Exceptions NA (do not allow other entries) B. Building Insulation Details - Framed Walls/ Framed Floors (Section 150.1(c)1) 01 02 03 04 05 06 07 08 09 10 11 12 Tag/ID Assembly Type Frame Type Frame Depth (inches) Frame Spacing (inches) Proposed Required Cavity R-value Continuous Insulation R-value U-Factor Joint Appendix JA4 Reference Table Cell U-Factor from Table 150.1-A Comments Wall Wall Wood 2x6 @ 16 in. O. C.21 0 .048 4.3.1 7D 0.048 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 2 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 C. Building Insulation Details - Non-framed (Section 150.1(c)1) This section does not apply to this project. D. Opaque Surface Details - Mass Walls (Section 150.1(c)1Bii) This section does not apply to this project. E. Slab On Grade/Concrete Raised Floor Insulation (Table 150.1-A) 01 02 03 04 05 06 Floor Type Proposed Insulation R-value Insulation U-factor Required Insulation R-value Insulation U-factor Slab on grade R0 n/a n/a n/a Note: •Heated slab floors require mandatory slab insulation (see Table 110.8-A). F. Ceiling/Roof Insulation (Section 150.1(c)1A) 01 02 3 4 5 6 7 8 Option Air Space Required? Proposed Required Comment Proposed Below Roof Deck R-value Proposed Ceiling Insul. R-value Required Below Roof Deck R-value Required Ceiling Insul. R-value Radiant Barrier Required?Comment Option C No 0 30 n/a R-30 Required Note: •Cathedral ceilings cannot comply with prescriptive requirements. Performance compliance is required. •Option B requires below deck insulation in climate zones 4 and 8-16. An air space is required if below deck insulation is required. •Option C requires heating and cooling ducts be located inside the conditioned space. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 3 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 G. Roofing Products (Cool Roof) (Section 150.1(c).11) 01 02 03 04 05 06 07 08 09 10 11 12 13 Tag/ID Exception Roof Pitch Method of Compliance Product Type CRRC Product ID Number Proposed Minimum Required Initial Solar Reflectance Aged Solar Reflectance Thermal Emittance SRI (optional)Aged Solar Reflectance Thermal Emittance SRI (optional) Asphalt Shingle Roof No Roof pitch is >= 2 :12 Aged solar reflectance and thermal emittance Asphalt shingles 0676-0041a 0.27 0.26 0.91 n/a n/a n/a n/a Notes: •Exception 1 Any roof area covered by building integrated photovoltaic (PV) panels or solar thermal panels are exempt from the above Cool Roof requirements •Exception 2: Roof construction with a weight of 25 pounds per square foot (lb/ft2) or greater are also exempt. •Liquid field applied coatings must comply with installation criteria from Section 110.8(i)4 H. Opaque Swinging Doors to Exterior (Section 150.1(c).5) 01 02 03 04 05 06 07 Tag/ID Area Proposed U-factor Proposed U-factor Source Required Maximum U-factor Weighted average (Yes/No)Comments D01 11.66 0.2 NFRC 0.2 No Notes: •Any door with 25% or more glass is counted as a fenestration product in tables I and J. •Do not include fire-rated doors between garage or unconditioned space and conditioned space. •If using weighted average to achieve required maximum U-factor, attach CF1R-ENV-02-E. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 4 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 I. Fenestration/Glazing Allowed Areas and Efficiencies (Section 150.1(c)3) 01 02 03 04 05 06 07 Maximum Allowed Fenestration Area For All Orientation (ft2) Maximum Allowed West-Facing Fenestration Area Only (ft2) Maximum Allowed U-factor (Windows) Maximum Allowed U-factor (Skylight) Maximum Allowed SHGC (Windows) Maximum Allowed SHGC (Skylight)Comments 147.6 36.9 0.3 0.3 0.23 0.23 J. Fenestration Proposed Areas and Efficiencies (Section 150.1(c)3) Note: If meeting Exception 1 to 150.1(c)3A, Installing less than or equal to 3 square feet (ft2) glass in door, it is assumed to meet the minimum required U-factor (0.30) and SHGC (0.23).      If meeting Exception 1 to 150.1(c)3A, Installing less than or equal to 3 square feet (ft2) tubular skylight, it is assumed to meet the minimum required U-factor (0.55) &amp; SHGC (0.30). Doors with greater than or equal to 25 percent glazing are considered glazed doors and are treated as a fenestration product. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Tag/ID Fenestration Type Frame Type Dynamic Glazing Orientation N, S, W, E # of Panes Proposed Fenestration Area (ft2) Proposed West Facing Fenestration Area (ft2) Proposed U-factor Proposed U-factor Source Proposed SHGC Proposed SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV- 03 North Operable window Non-metal None North Double pane 20  .3 NFRC .23 NFRC None   East Operable window Non-metal None East Double pane 13.5  .3 NFRC .23 NFRC None   South Operable window Non-metal None South Double pane 20  .3 NFRC .23 NFRC None   West Operable window Non-metal None West Double pane  23 .3 NFRC .23 NFRC None   15 Total Proposed Fenestration Area 76.5 16 Maximum Allowed Fenestration Area 147.6 17 Compliance Statement Design complies with the total allowed fenestration area 18 Total Proposed West-Facing Fenestration Area 23 19 Maximum Allowed West Facing Fenestration Area 36.9 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 5 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 20 Compliance Statement Design complies with the total allowed west-facing fenestration area 21 Proposed Fenestration U-factor (Windows)0.3 22 Required Fenestration U-factor (Windows)0.3 23 Compliance Statement Design complies with the maximum allowed fenestration U-value 24 Proposed Fenestration SHGC (Windows)0.23 25 Required Fenestration SHGC (Windows)0.23 26 Compliance Statement Design complies with the maximum allowed fenestration SHGC 27 Proposed Fenestration U-factor (Skylights)n/a 28 Required Fenestration U-factor (Skylights)0.3 29 Compliance Statement n/a 30 Proposed Fenestration SHGC (Skylights)n/a 31 Required Fenestration SHGC (Skylights)0.23 32 Compliance Statement n/a K. Space Conditioning (SC) Systems - Heating/Cooling/Ducts (Section 150.1(c)7) 01 02 03 04 05 06 07 08 09 10 11 12 13 SC System Identificatio n or Name Heating System Type Heating Efficiency Type Proposed Heating Efficiency Cooling System Type Cooling Efficiency Type Proposed Cooling Efficiency SEER/SEER2 Proposed Cooling Efficiency EER/EER2/CEER Distribution System Type Duct Location Duct R-value Thermostat Type Comments System 1 Ductless mini-split HP HSPF 8.2 Ducted mini-split AC EER/SEER 14 11.7 System has no ducts No ducts n/a Setback Notes: •Any gas heating, heat pump or cooling appliance sold in California will meet the minimum appliance efficiency standard. Models can be checked at https://cacertappliances.energy.ca.gov/Pages/ApplianceSearch.aspx . NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 6 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 L. Ventilation Cooling in Climate Zones 8-14 (Section 150.1(c)12) 01 02 03 04 05 06 07 08 Proposed Required Air Flow Rate for Certified Whole House Fan (CFM)Number of Fans Total CFM Directly Vented to Outside Attic Free Vent area (in2)Airflow Rate (CFM)Minimum Attic Vent Free Area (in2)Location/Comments 1500 1 1500 Yes 354 1107 288 M. Water Heating Systems (Section 150.1(c)8) List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. 01 02 03 04 05 06 07 08 09 10 Water Heating System ID or Name Water Heating System Type System Option (from # of Water Heaters/Compresso rs in System Water Heater Type Fuel Type Rated Input Tank Location Distribution Type Minimum Solar Savings Fraction WHS1 Domestic Hot Water (DHW)1 1 Heat Pump Water Heater Heat Pump n/a Conditioned Standard Distribution System n/a Options: 1.A single 240 volt heat pump water heater (HPWH). Installed in conditioned space or garage. C. In climate zone 1, compact hot water distribution is required. C. In climate zone 16, compact hot water distribution and a drain water heat recovery (HERS) is required. 2.A single 240 volt HPWH rated Tier 3 or higher by Northwest Energy Efficiency Alliance (NEEA). Installed in conditioned space or garage. a. In climate zone 16, a drain water heat recovery (HERS) is required. 3.A solar water-heating system with a minimum annual solar savings fraction of 0.7 and an electric backup meeting the installation criteria specified in Reference RA4. 4.In climate zones 3, 4, 13 and 14, a gas or propane instantaneous water heater with an input of 200,000 Btu per hour or less and no storage tank may be installed. a. Space conditioning system shall be a heat pump as specified in Section 150.1(c)6. 5.In new dwelling units that are 500 square feeet of less, an instantaneous electric water heater with point of use distribution. . Notes     A single 120V HPWH may be installed in place of a 240V HPWH for new dwelling units with 1 bedroom or less. NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-13 SHEET 24 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 12/19/2024 52-24 PLAN CHECK#:- C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Title 24 ADU 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 7 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 N. Photovoltaic Requirements (Section 150.1(c)14) 01 02 03 04 05 06 07 PV Array ID or Name Value A from Table 150.1-C Value B from Table 150.1-C Minimum PV Size PV System Sizing Exception Applies Adjusted PV Size Comments Array 1 0.586 1.37 1.8 NA n/a Exceptions: 1.Solar Access Roof Area (SARA) is less than 80 contiguous sqare feet. 2.No PV system is required when the mnimum PV system size specified by Section 150.1c(14) is less than 1.8kWdc. 3.Enforcement authority determines it is not possible for PV system to meet the requirements of the American Society of Civil Engineers, Standard 7-16, Chapter 7, Snow Loads. 4.Buildings approved prior to January 1, 2020 5.PV system size is reduced by 25% when installed with a battery storage system meeting the Joint Appendix JA12 requirements with a minimum useable capacity of 7.5kWh. O. Indoor Air Quality (IAQ) Fan Information 01 02 03 Fan Name IAQ Type Comments Fan 1 Balanced P. HERS Verification Summary The enforcement agency shall pay special attention to the HERS Measures specified in this checklist below. A registered Certificate of Verification for all the measures specified shall be submitted to the building inspector before final inspection. Quality Insulation Installation - Section 150.1(c)1E •The dwelling unit shall meet all of the requirements of Quality Insulation Installation (QII) as specified in Reference Appendices Residential Appendix RA3.5 and be verified by a HERS rater. . Duct Leakage Verification- Section 150.0(m)11 •Duct leakage testing is required (Reference Appendices, Residential Appendix RA3.1) in all climate zones for ducted heating and cooling systems. Zonally Controlled Systems - Bypass Dampers - Section 150.1(c)13 •If system is zonally controlled, no bypass ducts are allowed, as confirmed by HERS verification (Reference Appendices, Residential Appendix RA 3.4.1.6) Refrigerant Charge Verification Section 150.1(c)7a •Refrigerant Charge Testing is required (Reference Appendices, Residential Appendix RA3.2) in climate zones 2 and 8-15 for all air-cooled air conditioners and air source heat pumps. •Some exceptions apply to factory charged package systems NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 8 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 P. HERS Verification Summary The enforcement agency shall pay special attention to the HERS Measures specified in this checklist below. A registered Certificate of Verification for all the measures specified shall be submitted to the building inspector before final inspection. Central System Air Handlers - Air Flow and Fan Efficacy Verification - Section 150.0(m)13 •Airflow (minimum 350 cfm/ton) and Fan Efficacy (max 0.45 Watts/cfm for gas furnace air handlers and 0.58 Watts/cfm for air handlers that are not gas furnace) on systems with ducted air conditioning as field verified by a HERS rater or Return Duct and Filter System Design according to Tables 150.0-C/D will be HERS verified. •Heat-only systems with Central Fan Integrated (CFI) ventilation are required to have less than 0.45 Watts/ cfm as verified by a HERS rater. . •Small duct high velocity systems: airflow (minimum 250 cfm/ton) and fan efficacy (max 0.62 Watts/cfm) as verified by a HERS rater. Indoor Air Quality (IAQ) Mechanical Ventilation - Section 150.0(o) •Mechanical ventilation airflow rate according to American Society for Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE) 62.2 is required to be verified by a HERS rater (Reference Appendices, Residential Appendix RA3.7) NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 9 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Jerry Fabio Documentation Author Signature: Company: West Coast Design Group Signature Date: 2024-11-17 Address: 41055 CHACO CANYON RD CEA/ HERS Certification Identification (if applicable): City/State/Zip: MURRIETA CA 925621981 Phone: 9515436002 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name: Jerry Fabio Responsible Designer Signature: Company : West Coast Design Group Date Signed: 2024-11-17 Address: 41055 CHACO CANYON RD License: City/State/Zip: MURRIETA CA 925621981 Phone: 9515436002 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-14 SHEET 25 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Title 24 ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 7 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 N. Photovoltaic Requirements (Section 150.1(c)14) 01 02 03 04 05 06 07 PV Array ID or Name Value A from Table 150.1-C Value B from Table 150.1-C Minimum PV Size PV System Sizing Exception Applies Adjusted PV Size Comments Array 1 0.586 1.37 1.8 NA n/a Exceptions: 1.Solar Access Roof Area (SARA) is less than 80 contiguous sqare feet. 2.No PV system is required when the mnimum PV system size specified by Section 150.1c(14) is less than 1.8kWdc. 3.Enforcement authority determines it is not possible for PV system to meet the requirements of the American Society of Civil Engineers, Standard 7-16, Chapter 7, Snow Loads. 4.Buildings approved prior to January 1, 2020 5.PV system size is reduced by 25% when installed with a battery storage system meeting the Joint Appendix JA12 requirements with a minimum useable capacity of 7.5kWh. O. Indoor Air Quality (IAQ) Fan Information 01 02 03 Fan Name IAQ Type Comments Fan 1 Balanced P. HERS Verification Summary The enforcement agency shall pay special attention to the HERS Measures specified in this checklist below. A registered Certificate of Verification for all the measures specified shall be submitted to the building inspector before final inspection. Quality Insulation Installation - Section 150.1(c)1E •The dwelling unit shall meet all of the requirements of Quality Insulation Installation (QII) as specified in Reference Appendices Residential Appendix RA3.5 and be verified by a HERS rater. . Duct Leakage Verification- Section 150.0(m)11 •Duct leakage testing is required (Reference Appendices, Residential Appendix RA3.1) in all climate zones for ducted heating and cooling systems. Zonally Controlled Systems - Bypass Dampers - Section 150.1(c)13 •If system is zonally controlled, no bypass ducts are allowed, as confirmed by HERS verification (Reference Appendices, Residential Appendix RA 3.4.1.6) Refrigerant Charge Verification Section 150.1(c)7a •Refrigerant Charge Testing is required (Reference Appendices, Residential Appendix RA3.2) in climate zones 2 and 8-15 for all air-cooled air conditioners and air source heat pumps. •Some exceptions apply to factory charged package systems NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 8 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 P. HERS Verification Summary The enforcement agency shall pay special attention to the HERS Measures specified in this checklist below. A registered Certificate of Verification for all the measures specified shall be submitted to the building inspector before final inspection. Central System Air Handlers - Air Flow and Fan Efficacy Verification - Section 150.0(m)13 •Airflow (minimum 350 cfm/ton) and Fan Efficacy (max 0.45 Watts/cfm for gas furnace air handlers and 0.58 Watts/cfm for air handlers that are not gas furnace) on systems with ducted air conditioning as field verified by a HERS rater or Return Duct and Filter System Design according to Tables 150.0-C/D will be HERS verified. •Heat-only systems with Central Fan Integrated (CFI) ventilation are required to have less than 0.45 Watts/ cfm as verified by a HERS rater. . •Small duct high velocity systems: airflow (minimum 250 cfm/ton) and fan efficacy (max 0.62 Watts/cfm) as verified by a HERS rater. Indoor Air Quality (IAQ) Mechanical Ventilation - Section 150.0(o) •Mechanical ventilation airflow rate according to American Society for Heating, Refrigerating, and Air-Conditioning Engineers (ASHRAE) 62.2 is required to be verified by a HERS rater (Reference Appendices, Residential Appendix RA3.7) NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. PRESCRIPTIVE NEWLY CONSTRUCTED BUILDINGS CF1R-NCB-01-E (Page 9 of 9) Registration Number: 424-N010279420A-000-000-0000000-0000 Registration Date/Time: 2024-11-17   19:07:19 HERS Provider: CHEERS CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Report Generated: 2024-11-17   19:07:25 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Jerry Fabio Documentation Author Signature: Company: West Coast Design Group Signature Date: 2024-11-17 Address: 41055 CHACO CANYON RD CEA/ HERS Certification Identification (if applicable): City/State/Zip: MURRIETA CA 925621981 Phone: 9515436002 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name: Jerry Fabio Responsible Designer Signature: Company : West Coast Design Group Date Signed: 2024-11-17 Address: 41055 CHACO CANYON RD License: City/State/Zip: MURRIETA CA 925621981 Phone: 9515436002 NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 SHEET TITLE A-2 SHEET 13 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Reflected Ceiling Plan/ Power Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP Reflected Ceiling 2D Symbol CM SD VS Dim Name Bathroom Exhaust Fan Can Light Carbon Monoxide Detector Exterior Light fixture Kitchen Vent Exhaust Fan Laundry room exhaust fan. Light Switch Smoke Detector Switch - Vacancy Sensor Switch- Dimmer Description Exhaust fan- a min. of 5 air exchanges per hour. and shall be exhausted to the exterior. 50 cfm. min. and humidistat control in bathrooms with tub, shower or tub/shower. the exhaust fan shall be certified and listed on the california energy commission appliance database. fan shall be on a separate switch than the light fixture. 6" dia. Led light fixture. Install in ceiling per manuf. Fixture to be ic rated for installation with insulation CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL HAVE BATTERY BACKUP Wall mounted - owner to select. See notes this sheet for additional information. Mount between 65"-67" above grade Stove Fan shall have a Min. OF 100 CFM * vent to the outside air Fan must exhaust a min. 50 CFM and be separately switched from the lighting. Light switch mounted 48" A.F.F. Adjust location at counters, islands, etc. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL HAVE BATTERY BACKUP. Switch vacancy sensor control Light switch with dimming capabilities that meet current code. Typical height to be 48" to the bottom of the switch A.F.F. Adjust height as required for counters, island, etc. Quantity 1 15 2 1 1 1 2 4 1 4 F Di m VS Di m Dim Dim CM SD SD SD CM SD LIVING ROOM BATH BEDROOM BEDROOM KITCHEN 24"x30" ATTIC ACCESS PROVIDE POWER FOR HOOD VENT PROVIDE A WHOLE HOUSE FAN WITH 1500 CFM VENTED TO OUTSIDE AIR F GFCI GF C I GF C I GF C I GFCI AFCI AF C I AFCI AFCI AF C I AFCI AF C I AFCI WP G F C I WP G F C I J GFCI 5 A-6 LIVING ROOM BATH BEDROOM BEDROOM KITCHEN POWER FOR GARBAGE DISPOSAL PROVIDE POWER FOR HOOD VENT (N) 150A ELECTRICAL PANEL GF C I Power Legend Symbol GFCI J AFCI WPGFCI Name Ground Fault Circuit Interrupter Junction Box Outlet - AFCI Water Proof Ground Fault Circuit Interrupter Description GFCI - 12" - 18" A.F.F. to center of outlet U.N.O. 6" above counter services, typ. Junction box for the hood power. Very req. with manufacturer Arc fault circuit interrupter - 12" - 18" A.F.F. to center of outlet U.N.O. 6" above counter services, typ. An exterior GFCI with a cover per latest code. Quantity 7 1 8 2 Type of Appliance Branch Circuit Rating Electrical range (240V)50 amperes Kitchen counter top small appliance branch circuit (120V)20 amperes Counter-mounted electric cooking unit (240V)30 amperes Dishwasher (120V)15 -20 amperes Garbage Disposal (120V)15 amperes Wall -mounted electric oven (240V)30 -40 amperes Microwave (120V)20 amperes Trash Compactor (120V)15 amperes Separate Circuit required for each of the above appliances SCALE: 1/4" = 1'-0"1 Reflected Ceiling Plan SCALE: 1/4" = 1'-0"2 Power Plan OUTDOOR LIGHTING REQUIREMENTS 1. OUTDOOR LUMINAIRES ALL LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT MUST BE HIGH EFFICACY. TABLE 150.0-A LISTS ALL QUALIFYING HIGH EFFICACY LIGHT SOURCES. NOTE THAT SOLID STATE LIGHTING (SSL) LUMINAIRES INSTALLED OUTDOORS ARE EXEMPTED FROM THE GENERAL RESIDENTIAL LIGHTING REQUIREMENT THAT ALL SSL LUMINAIRES FOR RESIDENTIAL LIGHTING MUST MEET THE REQUIREMENTS OF JOINT APPENDIX JA8. 2. SINGLE-FAMILY OUTDOOR LIGHTING ALL LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT MUST BE HIGH EFFICACY, AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: A. PHOTOCONTROL AND MOTION SENSOR. B. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. C. ASTRONOMICAL TIME CLOCK CONTROL THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. EMCS THAT PROVIDES THE FUNCTIONALITY OF AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. MANUAL ON AND OFF SWITCHES MUST NOT OVERRIDE THE AUTOMATIC CONTROL FUNCTIONS LISTED ABOVE, AND ANY CONTROL THAT OVERRIDES THE AUTOMATIC CONTROLS TO ON MUST AUTOMATICALLY REACTIVATE THOSE CONTROLS WITHIN SIX HOURS. LIGHTING THAT IS NOT PERMANENTLY ATTACHED TO A BUILDING ON A SINGLE-FAMILY SITE, SUCH AS DECORATIVE LANDSCAPE LIGHTING, IS NOT REGULATED BY THE RESIDENTIAL LIGHTING REQUIREMENTS. HOWEVER, PROVIDING HIGH EFFICACY LIGHTING AND CONTROLS SUCH AS A TIME CLOCK OR PHOTOCONTROL WILL HELP SAVE ENERGY AND ENSURE THAT THE LIGHTING IS NOT ACCIDENTALLY LEFT ON DURING DAYLIGHT HOURS. LUMINAIRE REQUIREMENTS RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. LUMINAIRES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: I. BE LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND II. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; AND III. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK; AND IV. FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; AND V. SHALL NOT CONTAIN SCREW BASE SOCKETS; AND VI. SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED “JA8-2016- E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8. 2. LIGHTING INTEGRAL TO EXHAUST FANS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 150.0(K). EXCEPTION TO SECTION 150.0(K)1F: LIGHTING INSTALLED BY THE MANUFACTURER IN KITCHEN EXHAUST HOODS. SCREW BASED LUMINAIRES SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: I. THE LUMINAIRES SHALL NOT BE RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS; AND II. THE LUMINAIRES SHALL CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JA8; AND III. THE INSTALLED LAMPS SHALL BE MARKED WITH “JA8-2016” OR “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8. EXCEPTION TO SECTION 150.0(K)1G: LUMINAIRES WITH HARD- WIRED BALLASTS FOR HIGH INTENSITY DISCHARGE LAMPS. H. ENCLOSED LUMINAIRES. LIGHT SOURCES THAT ARE NOT MARKED “JA8-2016-E” SHALL NOT BE INSTALLED IN ENCLOSED LUMINAIRES. INTERIOR LIGHTING SWITCHING DEVICES AND CONTROLS. A. ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES SHALL COMPLY WITH NEMA SSL 7A. B. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. EXCEPTION TO SECTION 150.0(K)2B: LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SWITCHED OFF IN ACCORDANCE WITH THE APPLICABLE PROVISIONS IN SECTION 150.0(K)2 WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. C. LUMINAIRES SHALL BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. D. LIGHTING CONTROLS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. NOTES: 1. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND INTERCONNECTED SO THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OTHER ALARMS IN THE DWELLING UNIT. RETROFIT ALARMS MAY BE BATTERY OPERATED IN ROOMS WHERE CONSTRUCTION IS NOT PROPOSED. 2. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND INTERCONNETED SO THAT THE ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OTHER ALARMS IN THE DWELLING UNIT. RETROFIT ALARMS MAY BE BATTERY OPERATED IN ROOMS WHERE ALTERATIONS/REPAIRS DO NOT RESULT IN THE REMOVAL OF WALS OR CEILING FINISHES. E. NO CONTROLS SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT DIMMER OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH SECTION 150.0(K). F. LIGHTING CONTROLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 110.9. G. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IN SECTION 150.0 (K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A DIMMER IN ACCORDANCE WITH SECTION 110.9, MEETS THE INSTALLATION CERTIFICATE REQUIREMENTS IN SECTION 130.4, THE EMCS REQUIREMENTS IN SECTION 130.5(F), AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K) 2. H. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY WITH VACANCY SENSOR REQUIREMENTS IN SECTION 150.0(K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A VACANCY SENSOR IN ACCORDANCE WITH SECTION 110.9, MEETS THE INSTALLATION CERTIFICATE REQUIREMENTS IN SECTION 130.4, THE EMCS REQUIREMENTS IN SECTION 130.5(F) AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K)2. I. A MULTISCENE PROGRAMMABLE CONTROLLER MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IN SECTION 150.0(K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A DIMMER IN ACCORDANCE WITH SECTION 110.9, AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K)2. J. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. K. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8. EXCEPTION 1 TO SECTION 150.0(K)2K: LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET. EXCEPTION 2 TO SECTION 150.0(K)2K: LUMINAIRES IN HALLWAYS. L. UNDERCABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS. ELECTRICAL NOTES: 1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM. 2. IN ALL AREAS SPECIFIED IN SECTION 210.52 OF THE CEC, ALL 125-VOLT, 15- AND 20- AMPERE CIRCUITS (INLUDING LIGHTING) SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE. 3. ALL NEW 15 & 20 AMP 120V RECEPTACLES TO BE AFCI PROTECTED. 4. ELECTRICAL BOXES IN GARAGE SEPARATION WALLS AND CEILING SHALL BE A METAL OR 1-HR. PLASTIC. 5. ALL ELECTRICAL OUTLETS SHALL BE TAMPER RESISTANT PER SECTION 406.11 CEC. 6. ALL CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS,LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS,SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION TYPE LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. (LIGHTS, RECEPTACLES, FANS, SMOKE ALARMS, ETC.) 7. LAUNDRY AREA OUTLETS SHALL BE FED BY A DEDICATED 20A CIRCUIT WITH NO OTHER OUTLETS. 8. WHEN MULTIPLE NEW HARD-WIRED SMOKE DETECTORS ARE INSTALLED, THEY SHALL BE INTERCONNECTED (INTERLOCKED) SO THAT WHEN ONE IS ACTIVATED THEY WILL ALL BE ACTIVATED. 9. IF MULTIPLE HARD-WIRED CARBON MONOXIDE ALARMS ARE INSTALLED, THEY SHALL BE INTERCONNECTED SO THAT WHEN ONE IS ACTIVATED THEY WILL ALL BE ACTIVATED. 10. A MINIMUM OF (1) 20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THE CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. 11. PROVIDE A MIN. OF 2-20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLET. LOAD SHALL BE BALANCED. CEC 210-52(B)(2). Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School DI str1 ct 3uflding C Name (First, MI, Last) 0, t Address State, Zip Code 'hlY1G I rIF: Name (first, MI, Last) Use of Building (check) Residentiaf( & Commercial ❑ Senior Housing ❑ Description of Project Number of Square Feet o Residential Space f, Telephone 1 ��0 CITY OF SANTA ANA Planning" and Building Agency 506! pproved 1111111MIT ISSUAN Master ID: I t 99�%ftv__ft C I Tract/Parcel Number Tclepliotle umagam -- = - - M Type of Project (clieck) Sq.Ft x $ S ., (Dev. Fee) Number of Square Feet of Commercial Space Sq.F t x $ (Dev. Fee) Ne%N1ZA, Additi-on ❑ Alteration ❑ Total S 10,, () 1� . Ll Total S The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. 1 I tD " Applicant Signature Name (PleasePrint) This certifies that the above -named Applicant has paid s sectiqpsmafAke Government Code and Education Code. Sant�a,Ana U WScI1001, DISTRIBUT70A' White • CirylCounry Canary - Applicant Pink - Faculties 21; D a tce zS chool facility fees in compliance with all existing and applicable strict Authof ized Representative NIMOW94 I "Noftfto Date CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: Structural Analysis Project Name: Mallari & Nguyen Residence Building Address: 3110 S. Griset Place, Santa Ana, Calif. 92704 Design Base on 2022 CBC, 2022 CRC , Reference Standard ASCE 7-16..2018 NDS & 2021 SDPWS Date: 10/30/2024 Project No.: 24-1032 OQRpFE^S/CfV�� I/V {� w No.3 8 n� cc Exp. x S� C ! V 1 L �P q� OF CALIF CITY OF SANTA ANA Planning and Building Agency LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: LOADING ANALYSIS: ARC IT I� ANCE D - tbm JOB NO:2-4 -1 0 3-� Master ID: Date: ROOF LOAD (PITCH) ROOFING TYPE: PITCH: Comp 4 :12 DEAD LOAD ( 2X10 @ 24 " Roofing = Sheathing = O.C.) Framing = Solar Panels = Drywall = Misc.= 3.0 1.5 1.6 2.0 2.5 1.4 PSF PSF PSF PSF PSF PSF DEAD LOAD SUB TOTAL: 12.0 PSF LIVE LOAD 20 PSF TOTAL LOAD 32 PSF LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Framing: ROOF RAFTERS: MAX SPAN = LL = DL = SPACING = 8.5 FT 20 psf 12 psf (Vaulted) 24 in Fb = 900 PSI Fv = 180 PSI E = 1.60E+06 PSI CD = Duration Factor = 1.25 Cr = Repetitive use = 1.15 CF = Size Factor = 1.1 CITY OF SANTA ANA Planning and Building Agency e n GE -ARVr4p._Wd DAFR-PERMI I iss DANCE T B NO: Master ID: Date: D.F. #2 Size F Fb d A S I 2X4 1.5 900 3.5 5.25 3.06 5.36 2X6 1.3 900 5.5 8.25 7.56 20.80 2X8 1.2 900 7.25 10.88 13.14 47.63 2X10 1.1 900 9.25 13.88 21.39 98.93 2X12 1 900 11.25 16.88 31.64 178.00 2X14 0.9 900 13.25 19.88 1 43.89 290.80 Uniform Load W= 64.00 PLF Reaction, R = 272 LBS V = W*L/2= 272 LB M = W*LA2/8 = 578 LB -FT Inertia Selected = 98.93 INA4 A=1.5*V/(Fv * CD.) = 1.8 INA2 < 13.88 INA2 S = M *12 / (Fb*CD*Cr*CF) = 4.87 INA3 < 21.39 INA3 D = (5/384)*(W*LA4)*1728/(E*I) = 0.047 IN < L*12/180 IN = 0.57 IN (CBC Table 1604.3) USE 2X10D.F.#2 @24"O.C. HDRS : MAX SPAN L = 5 FT Roof LL = 20 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Tributary = 4 ft FLOOR TRIBUTARY SPAN = 0.00 FT Wall DL = 15 Ibs Wall Height = 2 ft Fb = 900 PSI Fv = 180 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1.3 Uniform Load W= 158 PLF Reaction R= 395 LBS V = W*L/2 = 395 LB M = W*LA2/8 = 494 LB -FT Inertia Selected = 48.53 INA4 A = 1.5*V/(Fv * CD.) = 2.6 INA2 < 19.25 INA2 OK S = M *12 / (Fb*CD*CF) = 4.05 INA3 < 17.65 INA3 OK D = (5/384)*(W*LA4)*1728/(E*I) = 0.029 IN < L*12/180 = 0.33 IN OK USE 4 X 6 D.F.# 2 OK OK OK LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: HDRS : (4 ' & less) MAX SPAN L = 4 FT Roof LL = 20 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Tributary = 4 ft FLOOR TRIBUTARY SPAN = 0.00 FT Wall DL= 15lbs Wall Height = 2 ft Fb = 900 PSI Fv = 180 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1.5 Uniform Load W= 158 PLF Reaction R= 316 LBS V=W*L/2 = 316 LB M = W*LA2/8 = 316 LB -FT Inertia Selected = 12.51 INA4 A = 1.5*V/(Fv * CD.) = 2.1 INA2 < 12.25 INA2 S = M *12 / (Fb*CD*CF) = 2.25 INA3 < 7.15 INA3 D = (5/384)*(W*LA4)*1728/(E*I) = 0.045 IN < L*12/180 = 0.27 IN USE 4 X 4 D.F.# 2 HDR - Support BM 1 MAX SPAN, L = 5 ft Roof LL = 19 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Trib = 0.00 ft FLOOR TRIBUTARY SPAN = 0.00 ft Ceiling DL = 0 psf Ceiling Tributary = 0 ft P = 2048 Ibs Wall DL = 15 psf Located (from Rl) = 1.5 ft Wall Height = 4.00 ft a = 1.5 ft b = 3.5 ft Fb = 900 psi Fv = 180 psi E = 1.6E+06 psi CD = Duration Factor = 1.25 CF = Size Factor = 1.3 Uniform Load W = 60 plf R1 = W*L /2+P*b/L = 1584lbs R2 =W*L /2+P*a/L = 764lbs V = 1584 Ibs Mmax = W*LA2/8+(P*a*b)/L = 2338lbs-ft Inertia Selected = 111.1 inA4 A=1.5*V/(Fv * CD.) = 10.56 inA2 S = M *12 / (Fb*CD*CF) = 19.18 inA3 D = (5/384)*(W*LA4)*1728/(E*I) + (P*aA2*bA2)/(3*E*I*L) = 0.04 in USE 4X8D.F.#2 10 < 25.38 inA2 < 30.66 inA3 < L*12/180 = L CITY OF SANTA ANA Planning and Building Agency PAGE p 'WR PERMIT ISSUANCE JOB NO: -2, - I a3 Z Master ID: Date: OK OK OK 32 OK OK 0.33 in OK LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: RIDGE BM 1 @ Living Room: CITY OF SANTA ANA Planning and Building Agency Greed AA� 1-T-1S-S-tJANCE BNO: Master ID: Date: MAX SPAN L = 16 FT D.F. #1 Size F Fb d A S I LL = 20 psf 6X6 1 1350 5.5 30.25 27.73 76.26 DL = 12 psf 6X8 1 1350 7.25 41.25 51.56 193.36 Roof Tributary = 8.00 ft 6X10 1 1350 9.25 52.25 82.73 392.96 Wall DL= 15 Ibs 6X12 1 1350 11.25 1 63.25 121.23 1 697.07 Wall Height= 0 ft 6X16 1 1350 1 15.25 85.25 220.23 1 1706.78 Fb = 1350 PSI Fv = 170 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1 Uniform Load W= 256 PLF Reaction R= 2048 LBS V = W * L /2 = 2048 LB M = W*LA2/8 = 8192 LB -FT Inertia Selected = 392.96 INA4 A = 1.5*V/(Fv * CD.) = 14.5 INA2 < 52.25 INA2 OK S = M *12 / (Fb*CD*CF) = 58.25 INA3 < 82.73 INA3 OK D=(5/384)*(W*LA4)*1728/(E*I)= 0.600IN < L*12/18(= 1.07 IN OK USE 6X10D.F.#1 RIDGE BM 2 @ Bedroom: MAX SPAN L = 11 FT LL = 20 psf DL = 12 psf Roof Tributary = 8.00 ft Wall DL= 15 Ibs Wall Height = 0 ft Fb = 1350 PSI Fv = 170 PSI E = 1.7E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1 Uniform Load W= 256 PLF Reaction R= 1408 LBS V=W*L/2 = 1408 LB M = W*LA2/8 = 3872 LB -FT Inertia Selected = 392.96 INA4 A = 1.5*V/(Fv * CD.) = 9.9 INA2 < 52.25 INA2 OK S = M *12 / (Fb*CD*CF) = 27.53 INA3 < 82.73 INA3 OK D = (5/384)*(W*LA4)*1728/(E*I) = 0.126 IN < L*12/18(= 0.73 IN OK USE 6X10D.F.#1 CITY OF SANTA ANA Planning and Building Agency Aye LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: P J FOUNDATION ANALYSIS: (ASSUME SOIL BEARING PRESSURE 1500 PSF) : I Continous Footing: Roof DL = Roof LL = Roof Tributary = Ceiling DL = Ceiling LL = Ceiling Tributary = Floor DL = Floor LL = Floor Tributary = Wall DL = Wall Height = W max = Soil Bearing Pressure = Width = 12 psf (Vaulted) 20 psf 8.00 ft 0 psf 0 psf 0.00 ft 10 psf 40 psf 0.00 ft 15 psf 8 ft 376 plf 1500 psf 0.25 ft 3.01 inches GE 50,1�prQt,,-pd PERMMISMANCE B NO: - 3 u_= Master ID: Date: USE 12 " X 12 " w/ # 4 T.& B. MIN. Pad Ftg 1 Pad footing Support BM 1 & BM 1 2 Pad Support BM 1 & BM 2 P max = 4096 Ibs A req = 1.65 sq ft A req = 19.83 sq in USE 24"X24"X12"w/2#4E.W. Check Max Point Load on (N) Continuous Footing: P max = 3456 Ibs A req = 1.52 sq ft A req = 18.21 sq in USE 24"X24"X12"w/2#4E.W. Width = 12 in Depth = 12 in Continuous Footing Provides = 4938lbs Allowable Max Reaction BM 1= 2048 Ibs < 4938 Ibs Max Reaction BM 2 = 1408 Ibs < 4938 Ibs :. ( N ) 12 " X 12 " Continuous Footing is Adequate No Pad Required LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: 3110 S. Griset Place, Santa Ana, Calif. 92704 3110 S Griset PI, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7060838,-117.9019494 CITY OF SANTA ANA Planning and Building Agency An PA,GE rq!qd D ERMIT1=ANCE JOB NO: �` —I o3_m_ Master ID: Date: 0 33 Degrees W Segerstrom Ave W Carriage Dr c W Carriage Plaza Village 0Cncn m cn cn (n rn d �? Q. to D v -n M O = !y in to r+ N �` CL 0 O f(D N C (Q 0)0 .Or Cr n M p d T a v h x Cl? h Cn Cn �* Go gle Map data 02024 Date 10/30/2024, 11:16:15 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description Ss 1.296 MCER ground motion. (for 0.2 second period) S1 0.465 MCER ground motion. (for 1.0s period) SMs 1.555 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SDS 1.037 Numeric seismic design value at 0.2 second SA SDI null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.555 MCER peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.666 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.296 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.405 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.885 Factored deterministic acceleration value. (0.2 second) S1 RT 0.465 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.503 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.647 Factored deterministic acceleration value. (1.0 second) LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Wind Load Calculation Basic Wind Speed = 110 mph Exposure = B Pitch = 4.5 Adjustment Factor to ASD = 0.6 Mean Roof Height, h = 10.00 ft bld dim parallel to wind, L = 16.83 bld dim perp to wind, B = 43.83 L/B = 0.38 Design Wind Pres. = 16.7 psf P E J 12 ( ASCE Standard 7-16 p. 8 section 2.4.1 Load Combination ) ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE7-16 Table 27.5-1, p. 289 USE = 10.02 psf for ASD Seismic Coefficient V=(F*Sds/R)*W 12.14.8.1 ASCE Standard 7-16, p. 118 Eq. (12.14-12) # of Stories =�� F=12.14.8.1 ASCE Standard 7-16 , P.119 R = 6.5 Table 12.14-1 ASCE Standard 7-16, P.115 I =Table 1.5-2 ASCE Standard 7-16, P.5 SMs = 1.555 USGS* Sds = 1.037 V = 0.160 W p =SIMPLIFIED METHOD Design V = V * W *p*0.7 (Working Stress) = 0.112 W *From Seismic Hazard Curves Response Parameteres and Deisgn Parameters LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Wind Load Calculation Basic Wind Speed = 110 mph Exposure = B Pitch = 4.5 Adjustment Factor to ASD = 0.6 Mean Roof Height, h = 10.00 ft bid dim parallel to wind, L = 16.83 bid dim perp to wind, B = 43.83 L/B = 0.38 Design Wind Pres. = 16.7 psf CITY -OF SANTA ANA Planning and Building Agency ?AG EIrQed p1 153 ANCE JOB NO: --f----I o 5-2- Master ID: Date: 12 ( ASCE Standard 7-16 p. 8 section 2.4.1 Load Combination ) ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE7-16 Table 27.5-1, p. 289 USE = 10.02 psf for ASD Seismic Coefficient V=(F*Sds/R)*W 12.14.8.1 ASCE Standard 7-16, p. 118 Eq. (12.14-12) # of Stories =L-J F=012.14.8.1 ASCE Standard 7-16 , P.119 R = 6.5 Table 12.14-1 ASCE Standard 7-16, P.115 I =Table 1.5-2 ASCE Standard 7-16, P.5 SMs = 1.555 USGS* Sds = 1.037 V = 0.160 W p =SIMPLIFIED METHOD Design V = V * W *p*0.7 (Working Stress) = 770.112 W *From Seismic Hazard Curves Response Parameteres and Deisgn Parameters LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: Lateral Analysis (Y-Y Direction) Line 1 Wind CITY OF SANTA ANA Planning and Building Agency e n GE pprgwd RMFFTTSDANCE B NO: Master ID: Date: Design Wind Pressure (PSF) Roof Height (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 10.02 3.00 8 1 5.50 Seismic I Desig—n-VI Roof DL 0.112 1 12 from: NEW Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 8.42 464 DL (PSF) I Half Wall DL (PSF) J V (PSI 0 8 1 2.23 X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) I I Seismic Governs Governing Shear = 824 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 8.75 1 8.75 1 1 1 17.5 47 USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. Uplift Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 8.75 47 1 2 8 8.75 47 1 Seismic Shear (LBS) Z=I 824 Wall Roof D.L. (psf) Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 4.00 0 0.00 15 8 2 12 4.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) No Uplift No Uplift 1 3295 6431 .9 -285 2 3295 6431 .9 -285 LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: Lateral Analysis (Y-Y Direction) Line 2 Windl Design Wind Pressure (PSF) 10.02 Seismic Design V Roof DL (PSF) 0.112 12 from: NEW X Width (FT) I Y Length 16.83 1 43.83 from: EXISTING X Width (FT) I Y Length I Seismic Governs CITY OF SANTA ANA Planning and Building Agency !S' GE Mrpyed RMIrr DANCE BNO•� - . Master Date: Roof Height (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 3.00 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 8.42 464 DL (PSF) I Half Wall DL (PSF) I V (PSF) 0 1 8 1 2.23 Area (FTA2) Shear (I 369 824 Half Area (FTA2) Shear (LBS) I Seismic Shear (LBS) E =1 824 Governing Shear = 824 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 12.33 1 11.41 1 1 23.7 35 USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. U7— glift—I Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 12.33 35 1 2 8 11.41 35 1 Wall Roof D.L. (psf) Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 4.00 0 0.00 15 8 2 12 4.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) No Uplift No Uplift 1 3423 12770 .9 -655 2 3167 10936 .9 -585 CITY OF SANTA ANA Planning and Building Agency �n s,-Nx LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Lateral Analysis (X-X Direction) Line A Wind Seismic Uplift P GE I AlMr9�ed DAg=RMI I issOANCE NO:1 D3 -7- Master ID: Date: Design Wind Pressure (PSF) Roof Height (FT) Story Height (FT) k of Stories (FT) Height for Calc (FT) 10.02 3.00 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 21.92 1208 Design V Roof DL (PSF) Ceiling DL (PSF) T alf Wall DL (PSF) IV(PSF) 0.112 12 0 8 1 2.23 from: NEW X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) ::] 0 0 0 0 Wind Governs I Governing Shear = 1208 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 7.00 4.00 11.0 1 110 USE: A 10 SHEAR PANEL and Simpson LTP4 @ 24 " O.C. Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 7.00 110 0 2 8 4.00 110 0 Seismic Shear (LBS) Z=j 824 Wall Roof D.L. (psf) Roof Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 0.00 0 0.00 15 8 2 12 0.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) HDU 2 3075 HDU 2 3075 1 6148 2940 .67 597 2 3513 960 .67 718 LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Lateral Analysis (X-X Direction) Line B Windl Design Wind Pressure 10.02 Seismic Design V Roof DL (PSF) 0.112 12 from: NEW Roof Heigl 3.00 ing DL (PSF) 0 CITY _ ANA Planning and Building Agency PA,GE r Apprpyed D P RM T ISSUANCE JOB NO: Master ID: Date: (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 21.92 1208 Half Wall DL (PSF) V (PSF) 8 2.23 X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 0 0 0 0 Wind Gov—er—ns--1 Governing Shear = 1208 Ibs Shear Wall Segment 1 2 3 4 5 Total L (FT) Unit Shear (PLF) 4.50 7.00 11.5 105 USE: A 10 SHEAR PANEL and Simpson LTP4 @ 24 " O.G. Uplift Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 4.50 105 0 2 8 7.00 105 0 Seismic Shear (LBS) z=1 824 Wall Roof D.L. (psf) Roof Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 0.00 0 0.00 15 8 2 12 0.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) HDU 2 3075 HDU 2 3075 1 3781 1215 .67 659 2 5881 2940 .67 559 CITY OF SANTA ANA Planning and Building Agency e n LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: ROOF DIAPHRAGM Seismic V = 2.23 osf Length (ft) Load (psf) Y-Dir 43.83 98 X-Dir 16.83 38 Governing Load (psf) X-Dir Length (1-1, ft) Y-Dir Length (1-2, ft) Y-Dir 98 16.83 43.83 X-Dir 55 16.83 43.83 LONG w*L1/(2*L2) = 19 Ibs/ft SHORT w*L2/(2*L1) = 72 Ibs/ft USE 15/32" CDX PLYWOOD OR OSB w/ 8d @ 6" and 12" PROVIDES = 240#/ft UNBLOCKED P D J GE I ,ed ,fE5R PE R M IT-I-SSCJ A N C E B N0: ---? 4 -( o 3z Master ID: Date: Wind Load Wind Load (PLF) Y-Dir 55 X-Dir 55 LONG Tension = Compression = w*L1^2/(L2*8) = 79 Ibs SHORT Tension = Compression = w*L2A2/(L1*8) = 786 Ibs USE ST6236 PROVIDES = 3845 Ibs ST6236 PROVIDES = 3845 Ibs CITY OF SANTA ANA Planning and Building Agency LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: 2022 CBC SHEAR PANEL SCHEDULE (SEISMIC) BASE ON SDPWS-2021 TABLE 4.3 A (REFERENCED STANDARDS) FOR WIND GOVERN SEE FOOTNOTE " E " P L J GE I ARprpNed M7ERMIT- 55 IANCE BNO: --4-1o32. Master ID: Date: NO. MATERIAL NAILING LB/FT SOLE NAILING A.B. SPACING S/W 16d @ O.C.5/8" O.0 10 3/8" STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 6" O.C. EDGE & 12" FIELD 280 _ 6" _ 48" OR 10d BOX OR 12d SINKER 1) 3/8" STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 4" O.C. EDGE & 12" FIELD 430 4" 32" OR 10d BOX OR 12d SINKER 12 3/8"STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 3" O,C. EDGE & 12" FIELD 550 3" 24" OR 10d BOX OR 12d SINKER 713 15/32" STRUCTURAL 1 PLYWOOD OR OSB 10d COMMON @ 3" O.C. Edge & 12" FIELD 665 2" 16" OR 16d SINKER 1 15/32" STRUCTURAL 1 PLYWOOD OR OSB 10d COMMON @ 2" O.C. Edge & 12" FIELD 870 2" 12" OR 16d SINKER NOTES: A. PROVIDE 2x_ BLOCKING AT HORIZONTAL PLYWOOD PANEL JOINTS B. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x_ OR 2-2X NOMINAL OR WIDER, WHEN PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAILING SPACING IS LESS THAN 6" O.C. ON EITHER SIDE AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.- ( FOOT NOTE 6 OF ANSI/AF&PA SDPWS-2021 TABLE 4.3 A) C 10 WHERE NAILS ARE SPACED AT 2" OC, THEY SHALL BE STAGGERED AND 3x_ OR WIDER FRAMING MEMBERS SHALL BE USED AT ADJOINING PANEL EDGES USE .229"x3"x3" SQUARE WASHER FOR 5/8"X10" ANCHOR BOLTS E ALLOWABLE SHEAR VALUE INCREASED 40 % FOR WIND DESIGN CITY OF SANTA ANA Planning and Building Agency Part 9: Structural Design ° Approved 2009 IBC Eq. 16-21 for alternative ASD; 0.9D ( R PERMIT ISSUANCE and neglecting the term Hit is apparent that the first two equations are compatible with eac other, with the former representing strength -level fomes and thh££ latter representine corresponding service -level forces. The third equation WN.6r,tlilclucles the earthdLfid, load at service level (0.7E) while still having the goad, which counteracts th overturning effect of lateral earthquake forces, at streigth level 0.91)As a result. alternative basic ASD load combination provides a lesser margin of safety agains overturning, compared to those provided by the basic load combinations for strength desig; and allowable stress design. 11213.5 Requirements for structures assigned to Seismic Design Category C. This section give design requirements for pole -type structural elements (Section 12.13.5.1), foundation tie (Section 12.13.5.2), and pile anchorage (Section 12.13.5.3). The foundation tie requiremen was in Section 1807.2 of the 1997 UBC. The minimum tie force was a fixed 10 percent o the larger column vertical load, whereas in ASCE 7-05 it is a function of SDs. The foundatiol tie requirements are also found in Section 1810.3.13 of the 2009 IBC, which also include; an additional minimum tie force of 25 percent of the smaller pile or column design gravit} load. The pile anchorage requirements are also found in Section 1810.3.11.1 of the ZOOS IBC. a 2.13.6 Requirements for structures assigned to Seismic Design Categories D through F. Thi,, section gives additional requirements for pole -type structural elements (Section 12.13.6.1). foundation ties (Section 12.13.6.2), general pile design requirements (Section 12.13.6.3), batter piles (Section 12.13.6.4), pile anchorage (Section 12.13.6.5), splices of pile segment (Section 12.13.6.6), pile -soil interaction (Section 12.13.6.7) and pile -group effects (Section 12.13.6.8). Under Section 12.13.6.2, ties are required to interconnect individual spread footings found on Site Class E or F, not just individual pile caps, drilled piers or caissons, as in Section 12.13.5.2. The minimum tie force does not change from Section 12.13.5.2 to 12.13.6.2. The general pile design requirement of Section 12.13.6.3 is very similar to the requirement represented by the first two sentences of 2009 IBC Section 1810.2.4.1. Batter piles are covered in Section 1810.3.11.2 of the 2009 IBC. The IBC requirement that the connection between batter piles and pile caps be designed to resist the nominal strength of the pile acting as a short column is not found in ASCE 7-05. The ASCE 7-05 requirement concerning vertical and batter piles acting jointly to resist foundation forces as a group is not found in the 2009 IBC. The requirement that batter piles and their connections be capable of resisting forces and moments from the load combination including overstrength is common between ASCE 7-05 and the 2009 IBC. The anchorage requirements of Section 12.13.6.5 are found in 2009 IBC Section 1910.3.11.2. The splice requirements of Section 12.13.6.6 are found in 2009 IBC Section 1810.3.11.1, which is applicable in SDC C and above. The pile soil interaction provisions of Section 12.13.6.7 can be found in 2009 IBC Section 1810.2.4, whereas the pile group effect provisions of Section 12.13.6.8 are found in 2009 IBC Section 1810.2.5, although the 2009 IBC requires these provisions to be applied to all seismic design categories. 12.14 Simplified alternative structural design criteria for simple bearing wall or building frame system. In recent years, engineers and building officials have become increasingly concerned that building codes in general, and the seismic design provisions of those codes in particular, have become increasingly complex, difficult to understand and to implement. The basic driving force behind this increasing complexity is the desire to provide design guidelines that assure reliable performance of structures. Because the response of buildings to earthquake ground shaking is by nature very complex, realistic accounting for these effects leads to increasingly complex provisions. However, it has also been recognized that for buildings to be reliably constructed to resist earthquakes, it is necessary that designers have sufficient understanding of the design provisions to be able to properly implement them. In recognition of this, the SEAOC Seismology Committee developed, for inclusion in the 1997 UBC, a conservative, simple method of determining design forces for certain simple buildings. This procedure, in slightly a modified form, was adopted into the 2000 IBC and appeared with some slight modifications in the 2003 IBC. 148 2009 IBC Handbook CITY OF SANTA ANA Planning and Building Agency Seismic uirements for Bulldina S FOR PERMITROMMNCE The simplified design procedure of the 1997 UBC, the 2000 IBC and the 2003 IBC is iot found in the 2006 IBC, the 2009 IBC or ASCE 7-05. Instead, a new complete set of simplified seismic design requirements is placed in the stand-alone Section 12.14 of AS aster ID: 7-05. The applicability of the simplified procedure is clearlydefined through a list (6ate: limitations. The simplified procedure is limited in its applicability to simple and redund int structures falling under Occupancy Categories I and H, not exceeding three stories in hei where the seismic force -resisting elements are arranged in a torsion -resistant, regular layout. Furthermore, only bearing wall and building frame systems are allowed to be designed by this procedure. Moment frames are excluded from the simplified procedure because the simplified procedure does not require a drift check as part of the design and drift is a major concern for moment frames. The simplified design procedure allows interstory drift to be taken as 1.0 percent of story height when an estimation of drift is required for determining structural separations or to meet specific design requirements. For easier and faster navigation, parts of ASCE 7-05 Table 12.2-1 are reproduced as Table 12.14-1, to provide the R-values for only the structural systems that are permitted to be designed by the simplified method. However, Table 12.14-1 does not include values for the System Overstrength Factor, 920, and the Deflection Amplification Factor, Ca, because the simplified analysis procedure uses a blanket 2.5 value for 920 or all permitted structures, while not requiring any drift calculation using Cd. Furthermore, equations are reproduced in thin ' 0 icati a Overstrength Factor, 00, in the a uation ' _ .5, while g is taken I.Q. Also because only sim le for ' s t structures are oermitte . seismic inn --- shear of simplified analysis varies (ASCE 7-05 Equation 12.14-11) with the building height and is 20 percent higher than the upper -bound design base shear of the equivalent lateral force procedure for a three-story building. The importance factor, I, is equal to 1.0, since only Occupancy I and II structures may be designed by this procedure. Also, because only short -period structures may be designed by this procedure, the upper -bound design base shear governs. As noted previously, the response modification factor, R, to be used when utilizing this method is given in Table 12.14-1. The vertical distribution of the design base shear is simpler than that given by ASCE 7-05 Section 12.8. The lateral force at a floor level is proportional to the weight at that floor level. When all the floors in a building support equal weight, the distribution of V along the height of the building is uniform. For horizontal distribution of the lateral loads, the simplified analysis permits diaphragms constructed of untopped steel decking, wood structural panels, or similar light -framed construction to be considered flexible. This essentially eliminates the need to calculate diaphragm deflections for these types of systems. As mentioned before, no drift limitation is imposed and no drift calculation is necessary, because only short and stiff structures are permitted to be designed by the simplified procedure. However, a design drift, where needed to estimate the necessary building separation, etc., is allowed to be taken as 1 percent of the building height. Application of the simplified design procedure is illustrated in Example 16-9, Part 2 of this chapter. It may be instructive to compare the simplified seismic design procedures of the 1997 UBC, particularly since the 1997 UBC procedure, with not very substantive modifications, was retained through the 2003 IBC. The slight differences between the 1997 UBC procedure and the 2000 and 2003 IBC procedure are pointed out at the end of the comparison. Limitations on the use of the respective procedures are and were given in ASCE Section 12.14.1.1 and UBC Section 1629.8.2. The limitations were fewer and less stringent in the UBC. The simplified design base shear Equation 12.14-1 1 of ASCE 7-05 and Formula (30-1 1) of the 1997 UBC are the same, if one uses the conversion: SD.S = 2.5C„ except that the constant 1.2 of the UBC is replaced by the variable F in ASCE 7-05, which is 1.2 for three-story buildings, but lesser for shorter buildings. ASCE 7 allows the Structural Provisions 149 CITY OF SANTA ANA Planning and Building Agency STRUCTURAL MATERIALS SPECIFICATIONS 1. CONCRETE Concrete in footing and slabs on grade, unless otherwise noted, shal compressive strength @ 28 days of 2500 psi. TYPE V Approved FOR PERMIT ISSUANCE Master ID. [Myge:min. uiuiI41W Reinforcement shall be deformed bars, ASTM A615, A616, or A617, min. grade 60. 2. LUMBER: Douglas Fir -larch (Comply With DOC PS 20 or Equivalent) a. 2x Studs (Stud): Fb=700psi, Fv=180psi, E=1,400,000psi b. 2x Joists and 4x Beams D.F.#2: Fb=900psi, Fv=180psi, E=1,600,000psi D.F.#1: Fb=1000psi, Fv=180psi, E=1,700,000psi D.F. #1 & Better: Fb=1200psi, Fv=180psi, E=1,800.000psi c. 6x or Larger Beams D.F.#I: Fb=1350psi, Fv=170psi, E=1,600,000psi d. Parallem Beam Fb=2900psi, Fv=290psi, E=2,200,000psi ICC # ESR 1387 Microllam Beam Fb=3675psi, Fv=285psi, E=2,600,000psi ICC # ESR 1387 e. Wood Structural Panel comply with DOC PSI-09 or DOC PS2-I0 or ANSI/APA PRP210 3. SOIL BEARING Foundation Soil Bearing Pressure Assume: 1500psf 4. HOLDDOWN SIMPSON HDU ICC # 2330, SHOT PIN # ESR 1663 5. Design Criteria Roof Live Load = 20 psf (4 :12 Pitch) Roof Dead Load =12 psf, , Seismic Design Data: Seismic Importance Factor I = 1.00 (Table 1.5-2 of ASCE 7-16) P.5 Mapped Response Coefficients Sds=1.037, Sms=1.555, Ss=1.296, S1=0.465 Seismic Design Category : " D " S1=0.465 < 0.75 Per ASCE 7-16 Section 11.6 p. 85 Basic Seismic -Force -Resisting System: Light -Frame ( Wood) With Wood Structural Panels R= 6.5 Simplified Method. V=0.160 x 1.0 x 0.7x1.0 W=0.112 W Wind Design Data: Basic Wind Speed = 110 MPH Wind Importance Factor = 1.0 Wind Exposure = B (Per ASCE 7-16 section 26.7.2 ) p.288 Risk Category II CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: Structural Analysis Project Name: Mallari & Nguyen Residence Building Address: 3110 S. Griset Place, Santa Ana, Calif. 92704 Design Base on 2022 CBC, 2022 CRC , Reference Standard ASCE 7-16..2018 NDS & 2021 SDPWS Date: 10/30/2024 Project No.: 24-1032 OQRpFE^S/CfV�� I/V {� w No.3 8 n� cc Exp. x S� C ! V 1 L �P q� OF CALIF CITY OF SANTA ANA Planning and Building Agency LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: LOADING ANALYSIS: ARC IT I� ANCE D - tbm JOB NO:2-4 -1 0 3-� Master ID: Date: ROOF LOAD (PITCH) ROOFING TYPE: PITCH: Comp 4 :12 DEAD LOAD ( 2X10 @ 24 " Roofing = Sheathing = O.C.) Framing = Solar Panels = Drywall = Misc.= 3.0 1.5 1.6 2.0 2.5 1.4 PSF PSF PSF PSF PSF PSF DEAD LOAD SUB TOTAL: 12.0 PSF LIVE LOAD 20 PSF TOTAL LOAD 32 PSF LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Framing: ROOF RAFTERS: MAX SPAN = LL = DL = SPACING = 8.5 FT 20 psf 12 psf (Vaulted) 24 in Fb = 900 PSI Fv = 180 PSI E = 1.60E+06 PSI CD = Duration Factor = 1.25 Cr = Repetitive use = 1.15 CF = Size Factor = 1.1 CITY OF SANTA ANA Planning and Building Agency e n GE -ARVr4p._Wd DAFR-PERMI I iss DANCE T B NO: Master ID: Date: D.F. #2 Size F Fb d A S I 2X4 1.5 900 3.5 5.25 3.06 5.36 2X6 1.3 900 5.5 8.25 7.56 20.80 2X8 1.2 900 7.25 10.88 13.14 47.63 2X10 1.1 900 9.25 13.88 21.39 98.93 2X12 1 900 11.25 16.88 31.64 178.00 2X14 0.9 900 13.25 19.88 1 43.89 290.80 Uniform Load W= 64.00 PLF Reaction, R = 272 LBS V = W*L/2= 272 LB M = W*LA2/8 = 578 LB -FT Inertia Selected = 98.93 INA4 A=1.5*V/(Fv * CD.) = 1.8 INA2 < 13.88 INA2 S = M *12 / (Fb*CD*Cr*CF) = 4.87 INA3 < 21.39 INA3 D = (5/384)*(W*LA4)*1728/(E*I) = 0.047 IN < L*12/180 IN = 0.57 IN (CBC Table 1604.3) USE 2X10D.F.#2 @24"O.C. HDRS : MAX SPAN L = 5 FT Roof LL = 20 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Tributary = 4 ft FLOOR TRIBUTARY SPAN = 0.00 FT Wall DL = 15 Ibs Wall Height = 2 ft Fb = 900 PSI Fv = 180 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1.3 Uniform Load W= 158 PLF Reaction R= 395 LBS V = W*L/2 = 395 LB M = W*LA2/8 = 494 LB -FT Inertia Selected = 48.53 INA4 A = 1.5*V/(Fv * CD.) = 2.6 INA2 < 19.25 INA2 OK S = M *12 / (Fb*CD*CF) = 4.05 INA3 < 17.65 INA3 OK D = (5/384)*(W*LA4)*1728/(E*I) = 0.029 IN < L*12/180 = 0.33 IN OK USE 4 X 6 D.F.# 2 OK OK OK LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: HDRS : (4 ' & less) MAX SPAN L = 4 FT Roof LL = 20 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Tributary = 4 ft FLOOR TRIBUTARY SPAN = 0.00 FT Wall DL= 15lbs Wall Height = 2 ft Fb = 900 PSI Fv = 180 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1.5 Uniform Load W= 158 PLF Reaction R= 316 LBS V=W*L/2 = 316 LB M = W*LA2/8 = 316 LB -FT Inertia Selected = 12.51 INA4 A = 1.5*V/(Fv * CD.) = 2.1 INA2 < 12.25 INA2 S = M *12 / (Fb*CD*CF) = 2.25 INA3 < 7.15 INA3 D = (5/384)*(W*LA4)*1728/(E*I) = 0.045 IN < L*12/180 = 0.27 IN USE 4 X 4 D.F.# 2 HDR - Support BM 1 MAX SPAN, L = 5 ft Roof LL = 19 psf LL = 40 psf Roof DL = 12 psf DL = 10 psf Roof Trib = 0.00 ft FLOOR TRIBUTARY SPAN = 0.00 ft Ceiling DL = 0 psf Ceiling Tributary = 0 ft P = 2048 Ibs Wall DL = 15 psf Located (from Rl) = 1.5 ft Wall Height = 4.00 ft a = 1.5 ft b = 3.5 ft Fb = 900 psi Fv = 180 psi E = 1.6E+06 psi CD = Duration Factor = 1.25 CF = Size Factor = 1.3 Uniform Load W = 60 plf R1 = W*L /2+P*b/L = 1584lbs R2 =W*L /2+P*a/L = 764lbs V = 1584 Ibs Mmax = W*LA2/8+(P*a*b)/L = 2338lbs-ft Inertia Selected = 111.1 inA4 A=1.5*V/(Fv * CD.) = 10.56 inA2 S = M *12 / (Fb*CD*CF) = 19.18 inA3 D = (5/384)*(W*LA4)*1728/(E*I) + (P*aA2*bA2)/(3*E*I*L) = 0.04 in USE 4X8D.F.#2 10 < 25.38 inA2 < 30.66 inA3 < L*12/180 = L CITY OF SANTA ANA Planning and Building Agency PAGE p 'WR PERMIT ISSUANCE JOB NO: -2, - I a3 Z Master ID: Date: OK OK OK 32 OK OK 0.33 in OK LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: RIDGE BM 1 @ Living Room: CITY OF SANTA ANA Planning and Building Agency Greed AA� 1-T-1S-S-tJANCE BNO: Master ID: Date: MAX SPAN L = 16 FT D.F. #1 Size F Fb d A S I LL = 20 psf 6X6 1 1350 5.5 30.25 27.73 76.26 DL = 12 psf 6X8 1 1350 7.25 41.25 51.56 193.36 Roof Tributary = 8.00 ft 6X10 1 1350 9.25 52.25 82.73 392.96 Wall DL= 15 Ibs 6X12 1 1350 11.25 1 63.25 121.23 1 697.07 Wall Height= 0 ft 6X16 1 1350 1 15.25 85.25 220.23 1 1706.78 Fb = 1350 PSI Fv = 170 PSI E = 1.6E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1 Uniform Load W= 256 PLF Reaction R= 2048 LBS V = W * L /2 = 2048 LB M = W*LA2/8 = 8192 LB -FT Inertia Selected = 392.96 INA4 A = 1.5*V/(Fv * CD.) = 14.5 INA2 < 52.25 INA2 OK S = M *12 / (Fb*CD*CF) = 58.25 INA3 < 82.73 INA3 OK D=(5/384)*(W*LA4)*1728/(E*I)= 0.600IN < L*12/18(= 1.07 IN OK USE 6X10D.F.#1 RIDGE BM 2 @ Bedroom: MAX SPAN L = 11 FT LL = 20 psf DL = 12 psf Roof Tributary = 8.00 ft Wall DL= 15 Ibs Wall Height = 0 ft Fb = 1350 PSI Fv = 170 PSI E = 1.7E+06 PSI CD = Duration Factor = 1.25 CF = Size Factor = 1 Uniform Load W= 256 PLF Reaction R= 1408 LBS V=W*L/2 = 1408 LB M = W*LA2/8 = 3872 LB -FT Inertia Selected = 392.96 INA4 A = 1.5*V/(Fv * CD.) = 9.9 INA2 < 52.25 INA2 OK S = M *12 / (Fb*CD*CF) = 27.53 INA3 < 82.73 INA3 OK D = (5/384)*(W*LA4)*1728/(E*I) = 0.126 IN < L*12/18(= 0.73 IN OK USE 6X10D.F.#1 CITY OF SANTA ANA Planning and Building Agency Aye LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: P J FOUNDATION ANALYSIS: (ASSUME SOIL BEARING PRESSURE 1500 PSF) : I Continous Footing: Roof DL = Roof LL = Roof Tributary = Ceiling DL = Ceiling LL = Ceiling Tributary = Floor DL = Floor LL = Floor Tributary = Wall DL = Wall Height = W max = Soil Bearing Pressure = Width = 12 psf (Vaulted) 20 psf 8.00 ft 0 psf 0 psf 0.00 ft 10 psf 40 psf 0.00 ft 15 psf 8 ft 376 plf 1500 psf 0.25 ft 3.01 inches GE 50,1�prQt,,-pd PERMMISMANCE B NO: - 3 u_= Master ID: Date: USE 12 " X 12 " w/ # 4 T.& B. MIN. Pad Ftg 1 Pad footing Support BM 1 & BM 1 2 Pad Support BM 1 & BM 2 P max = 4096 Ibs A req = 1.65 sq ft A req = 19.83 sq in USE 24"X24"X12"w/2#4E.W. Check Max Point Load on (N) Continuous Footing: P max = 3456 Ibs A req = 1.52 sq ft A req = 18.21 sq in USE 24"X24"X12"w/2#4E.W. Width = 12 in Depth = 12 in Continuous Footing Provides = 4938lbs Allowable Max Reaction BM 1= 2048 Ibs < 4938 Ibs Max Reaction BM 2 = 1408 Ibs < 4938 Ibs :. ( N ) 12 " X 12 " Continuous Footing is Adequate No Pad Required LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: 3110 S. Griset Place, Santa Ana, Calif. 92704 3110 S Griset PI, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7060838,-117.9019494 CITY OF SANTA ANA Planning and Building Agency An PA,GE rq!qd D ERMIT1=ANCE JOB NO: �` —I o3_m_ Master ID: Date: 0 33 Degrees W Segerstrom Ave W Carriage Dr c W Carriage Plaza Village 0Cncn m cn cn (n rn d �? Q. to D v -n M O = !y in to r+ N �` CL 0 O f(D N C (Q 0)0 .Or Cr n M p d T a v h x Cl? h Cn Cn �* Go gle Map data 02024 Date 10/30/2024, 11:16:15 AM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description Ss 1.296 MCER ground motion. (for 0.2 second period) S1 0.465 MCER ground motion. (for 1.0s period) SMs 1.555 Site -modified spectral acceleration value SM1 null -See Section 11.4.8 Site -modified spectral acceleration value SDS 1.037 Numeric seismic design value at 0.2 second SA SDI null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.555 MCER peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.666 Site modified peak ground acceleration TL 8 Long -period transition period in seconds SsRT 1.296 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.405 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.885 Factored deterministic acceleration value. (0.2 second) S1 RT 0.465 Probabilistic risk -targeted ground motion. (1.0 second) S1 UH 0.503 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.647 Factored deterministic acceleration value. (1.0 second) LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Wind Load Calculation Basic Wind Speed = 110 mph Exposure = B Pitch = 4.5 Adjustment Factor to ASD = 0.6 Mean Roof Height, h = 10.00 ft bld dim parallel to wind, L = 16.83 bld dim perp to wind, B = 43.83 L/B = 0.38 Design Wind Pres. = 16.7 psf P E J 12 ( ASCE Standard 7-16 p. 8 section 2.4.1 Load Combination ) ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE7-16 Table 27.5-1, p. 289 USE = 10.02 psf for ASD Seismic Coefficient V=(F*Sds/R)*W 12.14.8.1 ASCE Standard 7-16, p. 118 Eq. (12.14-12) # of Stories =�� F=12.14.8.1 ASCE Standard 7-16 , P.119 R = 6.5 Table 12.14-1 ASCE Standard 7-16, P.115 I =Table 1.5-2 ASCE Standard 7-16, P.5 SMs = 1.555 USGS* Sds = 1.037 V = 0.160 W p =SIMPLIFIED METHOD Design V = V * W *p*0.7 (Working Stress) = 0.112 W *From Seismic Hazard Curves Response Parameteres and Deisgn Parameters LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Wind Load Calculation Basic Wind Speed = 110 mph Exposure = B Pitch = 4.5 Adjustment Factor to ASD = 0.6 Mean Roof Height, h = 10.00 ft bid dim parallel to wind, L = 16.83 bid dim perp to wind, B = 43.83 L/B = 0.38 Design Wind Pres. = 16.7 psf CITY -OF SANTA ANA Planning and Building Agency ?AG EIrQed p1 153 ANCE JOB NO: --f----I o 5-2- Master ID: Date: 12 ( ASCE Standard 7-16 p. 8 section 2.4.1 Load Combination ) ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE Standard 7-16 p. 287 ASCE7-16 Table 27.5-1, p. 289 USE = 10.02 psf for ASD Seismic Coefficient V=(F*Sds/R)*W 12.14.8.1 ASCE Standard 7-16, p. 118 Eq. (12.14-12) # of Stories =L-J F=012.14.8.1 ASCE Standard 7-16 , P.119 R = 6.5 Table 12.14-1 ASCE Standard 7-16, P.115 I =Table 1.5-2 ASCE Standard 7-16, P.5 SMs = 1.555 USGS* Sds = 1.037 V = 0.160 W p =SIMPLIFIED METHOD Design V = V * W *p*0.7 (Working Stress) = 770.112 W *From Seismic Hazard Curves Response Parameteres and Deisgn Parameters LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: Lateral Analysis (Y-Y Direction) Line 1 Wind CITY OF SANTA ANA Planning and Building Agency e n GE pprgwd RMFFTTSDANCE B NO: Master ID: Date: Design Wind Pressure (PSF) Roof Height (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 10.02 3.00 8 1 5.50 Seismic I Desig—n-VI Roof DL 0.112 1 12 from: NEW Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 8.42 464 DL (PSF) I Half Wall DL (PSF) J V (PSI 0 8 1 2.23 X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) I I Seismic Governs Governing Shear = 824 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 8.75 1 8.75 1 1 1 17.5 47 USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. Uplift Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 8.75 47 1 2 8 8.75 47 1 Seismic Shear (LBS) Z=I 824 Wall Roof D.L. (psf) Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 4.00 0 0.00 15 8 2 12 4.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) No Uplift No Uplift 1 3295 6431 .9 -285 2 3295 6431 .9 -285 LI & LI ENGINEERING SERVICES P REGISTERED CIVIL ENGINEERS E OWNER: J PROJECT: Lateral Analysis (Y-Y Direction) Line 2 Windl Design Wind Pressure (PSF) 10.02 Seismic Design V Roof DL (PSF) 0.112 12 from: NEW X Width (FT) I Y Length 16.83 1 43.83 from: EXISTING X Width (FT) I Y Length I Seismic Governs CITY OF SANTA ANA Planning and Building Agency !S' GE Mrpyed RMIrr DANCE BNO•� - . Master Date: Roof Height (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 3.00 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 8.42 464 DL (PSF) I Half Wall DL (PSF) I V (PSF) 0 1 8 1 2.23 Area (FTA2) Shear (I 369 824 Half Area (FTA2) Shear (LBS) I Seismic Shear (LBS) E =1 824 Governing Shear = 824 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 12.33 1 11.41 1 1 23.7 35 USE: A 10 SHEAR PANEL and Simpson A-35 @ 48 " O.C. U7— glift—I Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 12.33 35 1 2 8 11.41 35 1 Wall Roof D.L. (psf) Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 4.00 0 0.00 15 8 2 12 4.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) No Uplift No Uplift 1 3423 12770 .9 -655 2 3167 10936 .9 -585 CITY OF SANTA ANA Planning and Building Agency �n s,-Nx LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Lateral Analysis (X-X Direction) Line A Wind Seismic Uplift P GE I AlMr9�ed DAg=RMI I issOANCE NO:1 D3 -7- Master ID: Date: Design Wind Pressure (PSF) Roof Height (FT) Story Height (FT) k of Stories (FT) Height for Calc (FT) 10.02 3.00 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 21.92 1208 Design V Roof DL (PSF) Ceiling DL (PSF) T alf Wall DL (PSF) IV(PSF) 0.112 12 0 8 1 2.23 from: NEW X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FT A2) Shear (LBS) ::] 0 0 0 0 Wind Governs I Governing Shear = 1208 Ibs Shear Wall Segment 1 2 3 4 5 Total L(FT) Unit Shear (PLF) 7.00 4.00 11.0 1 110 USE: A 10 SHEAR PANEL and Simpson LTP4 @ 24 " O.C. Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 7.00 110 0 2 8 4.00 110 0 Seismic Shear (LBS) Z=j 824 Wall Roof D.L. (psf) Roof Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 0.00 0 0.00 15 8 2 12 0.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) HDU 2 3075 HDU 2 3075 1 6148 2940 .67 597 2 3513 960 .67 718 LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: Lateral Analysis (X-X Direction) Line B Windl Design Wind Pressure 10.02 Seismic Design V Roof DL (PSF) 0.112 12 from: NEW Roof Heigl 3.00 ing DL (PSF) 0 CITY _ ANA Planning and Building Agency PA,GE r Apprpyed D P RM T ISSUANCE JOB NO: Master ID: Date: (FT) Story Height (FT) # of Stories (FT) Height for Calc (FT) 8 1 5.50 Wind Load (PLF) Trib Width (FT) Wind Shear (LBS) 55 21.92 1208 Half Wall DL (PSF) V (PSF) 8 2.23 X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 16.83 43.83 369 824 from: EXISTING X Width (FT) Y Length (FT) Half Area (FTA2) Shear (LBS) 0 0 0 0 Wind Gov—er—ns--1 Governing Shear = 1208 Ibs Shear Wall Segment 1 2 3 4 5 Total L (FT) Unit Shear (PLF) 4.50 7.00 11.5 105 USE: A 10 SHEAR PANEL and Simpson LTP4 @ 24 " O.G. Uplift Wall Wall Height (ft) Wall Segment (ft) Unit Shear (Ibs/ft) Bearing? (Y=1. N=0) 1 8 4.50 105 0 2 8 7.00 105 0 Seismic Shear (LBS) z=1 824 Wall Roof D.L. (psf) Roof Tributary (ft) Ceiling D.L. (psf) Ceiling Tributary (ft) Wall D.L. (psf) Tot. Wall Height (ft) 1 12 0.00 0 0.00 15 8 2 12 0.00 0 0.00 15 8 Wall Overturning Moment (ft-Ibs) Resistance Moment (ft-Ibs) Adjustment Factor Uplift (Ibs) USE Provides (Ibs) HDU 2 3075 HDU 2 3075 1 3781 1215 .67 659 2 5881 2940 .67 559 CITY OF SANTA ANA Planning and Building Agency e n LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: ROOF DIAPHRAGM Seismic V = 2.23 osf Length (ft) Load (psf) Y-Dir 43.83 98 X-Dir 16.83 38 Governing Load (psf) X-Dir Length (1-1, ft) Y-Dir Length (1-2, ft) Y-Dir 98 16.83 43.83 X-Dir 55 16.83 43.83 LONG w*L1/(2*L2) = 19 Ibs/ft SHORT w*L2/(2*L1) = 72 Ibs/ft USE 15/32" CDX PLYWOOD OR OSB w/ 8d @ 6" and 12" PROVIDES = 240#/ft UNBLOCKED P D J GE I ,ed ,fE5R PE R M IT-I-SSCJ A N C E B N0: ---? 4 -( o 3z Master ID: Date: Wind Load Wind Load (PLF) Y-Dir 55 X-Dir 55 LONG Tension = Compression = w*L1^2/(L2*8) = 79 Ibs SHORT Tension = Compression = w*L2A2/(L1*8) = 786 Ibs USE ST6236 PROVIDES = 3845 Ibs ST6236 PROVIDES = 3845 Ibs CITY OF SANTA ANA Planning and Building Agency LI & LI ENGINEERING SERVICES REGISTERED CIVIL ENGINEERS OWNER: PROJECT: 2022 CBC SHEAR PANEL SCHEDULE (SEISMIC) BASE ON SDPWS-2021 TABLE 4.3 A (REFERENCED STANDARDS) FOR WIND GOVERN SEE FOOTNOTE " E " P L J GE I ARprpNed M7ERMIT- 55 IANCE BNO: --4-1o32. Master ID: Date: NO. MATERIAL NAILING LB/FT SOLE NAILING A.B. SPACING S/W 16d @ O.C.5/8" O.0 10 3/8" STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 6" O.C. EDGE & 12" FIELD 280 _ 6" _ 48" OR 10d BOX OR 12d SINKER 1) 3/8" STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 4" O.C. EDGE & 12" FIELD 430 4" 32" OR 10d BOX OR 12d SINKER 12 3/8"STRUCTURAL 1 PLYWOOD OR OSB 8d COMMON @ 3" O,C. EDGE & 12" FIELD 550 3" 24" OR 10d BOX OR 12d SINKER 713 15/32" STRUCTURAL 1 PLYWOOD OR OSB 10d COMMON @ 3" O.C. Edge & 12" FIELD 665 2" 16" OR 16d SINKER 1 15/32" STRUCTURAL 1 PLYWOOD OR OSB 10d COMMON @ 2" O.C. Edge & 12" FIELD 870 2" 12" OR 16d SINKER NOTES: A. PROVIDE 2x_ BLOCKING AT HORIZONTAL PLYWOOD PANEL JOINTS B. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x_ OR 2-2X NOMINAL OR WIDER, WHEN PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAILING SPACING IS LESS THAN 6" O.C. ON EITHER SIDE AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.- ( FOOT NOTE 6 OF ANSI/AF&PA SDPWS-2021 TABLE 4.3 A) C 10 WHERE NAILS ARE SPACED AT 2" OC, THEY SHALL BE STAGGERED AND 3x_ OR WIDER FRAMING MEMBERS SHALL BE USED AT ADJOINING PANEL EDGES USE .229"x3"x3" SQUARE WASHER FOR 5/8"X10" ANCHOR BOLTS E ALLOWABLE SHEAR VALUE INCREASED 40 % FOR WIND DESIGN CITY OF SANTA ANA Planning and Building Agency Part 9: Structural Design ° Approved 2009 IBC Eq. 16-21 for alternative ASD; 0.9D ( R PERMIT ISSUANCE and neglecting the term Hit is apparent that the first two equations are compatible with eac other, with the former representing strength -level fomes and thh££ latter representine corresponding service -level forces. The third equation WN.6r,tlilclucles the earthdLfid, load at service level (0.7E) while still having the goad, which counteracts th overturning effect of lateral earthquake forces, at streigth level 0.91)As a result. alternative basic ASD load combination provides a lesser margin of safety agains overturning, compared to those provided by the basic load combinations for strength desig; and allowable stress design. 11213.5 Requirements for structures assigned to Seismic Design Category C. This section give design requirements for pole -type structural elements (Section 12.13.5.1), foundation tie (Section 12.13.5.2), and pile anchorage (Section 12.13.5.3). The foundation tie requiremen was in Section 1807.2 of the 1997 UBC. The minimum tie force was a fixed 10 percent o the larger column vertical load, whereas in ASCE 7-05 it is a function of SDs. The foundatiol tie requirements are also found in Section 1810.3.13 of the 2009 IBC, which also include; an additional minimum tie force of 25 percent of the smaller pile or column design gravit} load. The pile anchorage requirements are also found in Section 1810.3.11.1 of the ZOOS IBC. a 2.13.6 Requirements for structures assigned to Seismic Design Categories D through F. Thi,, section gives additional requirements for pole -type structural elements (Section 12.13.6.1). foundation ties (Section 12.13.6.2), general pile design requirements (Section 12.13.6.3), batter piles (Section 12.13.6.4), pile anchorage (Section 12.13.6.5), splices of pile segment (Section 12.13.6.6), pile -soil interaction (Section 12.13.6.7) and pile -group effects (Section 12.13.6.8). Under Section 12.13.6.2, ties are required to interconnect individual spread footings found on Site Class E or F, not just individual pile caps, drilled piers or caissons, as in Section 12.13.5.2. The minimum tie force does not change from Section 12.13.5.2 to 12.13.6.2. The general pile design requirement of Section 12.13.6.3 is very similar to the requirement represented by the first two sentences of 2009 IBC Section 1810.2.4.1. Batter piles are covered in Section 1810.3.11.2 of the 2009 IBC. The IBC requirement that the connection between batter piles and pile caps be designed to resist the nominal strength of the pile acting as a short column is not found in ASCE 7-05. The ASCE 7-05 requirement concerning vertical and batter piles acting jointly to resist foundation forces as a group is not found in the 2009 IBC. The requirement that batter piles and their connections be capable of resisting forces and moments from the load combination including overstrength is common between ASCE 7-05 and the 2009 IBC. The anchorage requirements of Section 12.13.6.5 are found in 2009 IBC Section 1910.3.11.2. The splice requirements of Section 12.13.6.6 are found in 2009 IBC Section 1810.3.11.1, which is applicable in SDC C and above. The pile soil interaction provisions of Section 12.13.6.7 can be found in 2009 IBC Section 1810.2.4, whereas the pile group effect provisions of Section 12.13.6.8 are found in 2009 IBC Section 1810.2.5, although the 2009 IBC requires these provisions to be applied to all seismic design categories. 12.14 Simplified alternative structural design criteria for simple bearing wall or building frame system. In recent years, engineers and building officials have become increasingly concerned that building codes in general, and the seismic design provisions of those codes in particular, have become increasingly complex, difficult to understand and to implement. The basic driving force behind this increasing complexity is the desire to provide design guidelines that assure reliable performance of structures. Because the response of buildings to earthquake ground shaking is by nature very complex, realistic accounting for these effects leads to increasingly complex provisions. However, it has also been recognized that for buildings to be reliably constructed to resist earthquakes, it is necessary that designers have sufficient understanding of the design provisions to be able to properly implement them. In recognition of this, the SEAOC Seismology Committee developed, for inclusion in the 1997 UBC, a conservative, simple method of determining design forces for certain simple buildings. This procedure, in slightly a modified form, was adopted into the 2000 IBC and appeared with some slight modifications in the 2003 IBC. 148 2009 IBC Handbook CITY OF SANTA ANA Planning and Building Agency Seismic uirements for Bulldina S FOR PERMITROMMNCE The simplified design procedure of the 1997 UBC, the 2000 IBC and the 2003 IBC is iot found in the 2006 IBC, the 2009 IBC or ASCE 7-05. Instead, a new complete set of simplified seismic design requirements is placed in the stand-alone Section 12.14 of AS aster ID: 7-05. The applicability of the simplified procedure is clearlydefined through a list (6ate: limitations. The simplified procedure is limited in its applicability to simple and redund int structures falling under Occupancy Categories I and H, not exceeding three stories in hei where the seismic force -resisting elements are arranged in a torsion -resistant, regular layout. Furthermore, only bearing wall and building frame systems are allowed to be designed by this procedure. Moment frames are excluded from the simplified procedure because the simplified procedure does not require a drift check as part of the design and drift is a major concern for moment frames. The simplified design procedure allows interstory drift to be taken as 1.0 percent of story height when an estimation of drift is required for determining structural separations or to meet specific design requirements. For easier and faster navigation, parts of ASCE 7-05 Table 12.2-1 are reproduced as Table 12.14-1, to provide the R-values for only the structural systems that are permitted to be designed by the simplified method. However, Table 12.14-1 does not include values for the System Overstrength Factor, 920, and the Deflection Amplification Factor, Ca, because the simplified analysis procedure uses a blanket 2.5 value for 920 or all permitted structures, while not requiring any drift calculation using Cd. Furthermore, equations are reproduced in thin ' 0 icati a Overstrength Factor, 00, in the a uation ' _ .5, while g is taken I.Q. Also because only sim le for ' s t structures are oermitte . seismic inn --- shear of simplified analysis varies (ASCE 7-05 Equation 12.14-11) with the building height and is 20 percent higher than the upper -bound design base shear of the equivalent lateral force procedure for a three-story building. The importance factor, I, is equal to 1.0, since only Occupancy I and II structures may be designed by this procedure. Also, because only short -period structures may be designed by this procedure, the upper -bound design base shear governs. As noted previously, the response modification factor, R, to be used when utilizing this method is given in Table 12.14-1. The vertical distribution of the design base shear is simpler than that given by ASCE 7-05 Section 12.8. The lateral force at a floor level is proportional to the weight at that floor level. When all the floors in a building support equal weight, the distribution of V along the height of the building is uniform. For horizontal distribution of the lateral loads, the simplified analysis permits diaphragms constructed of untopped steel decking, wood structural panels, or similar light -framed construction to be considered flexible. This essentially eliminates the need to calculate diaphragm deflections for these types of systems. As mentioned before, no drift limitation is imposed and no drift calculation is necessary, because only short and stiff structures are permitted to be designed by the simplified procedure. However, a design drift, where needed to estimate the necessary building separation, etc., is allowed to be taken as 1 percent of the building height. Application of the simplified design procedure is illustrated in Example 16-9, Part 2 of this chapter. It may be instructive to compare the simplified seismic design procedures of the 1997 UBC, particularly since the 1997 UBC procedure, with not very substantive modifications, was retained through the 2003 IBC. The slight differences between the 1997 UBC procedure and the 2000 and 2003 IBC procedure are pointed out at the end of the comparison. Limitations on the use of the respective procedures are and were given in ASCE Section 12.14.1.1 and UBC Section 1629.8.2. The limitations were fewer and less stringent in the UBC. The simplified design base shear Equation 12.14-1 1 of ASCE 7-05 and Formula (30-1 1) of the 1997 UBC are the same, if one uses the conversion: SD.S = 2.5C„ except that the constant 1.2 of the UBC is replaced by the variable F in ASCE 7-05, which is 1.2 for three-story buildings, but lesser for shorter buildings. ASCE 7 allows the Structural Provisions 149 CITY OF SANTA ANA Planning and Building Agency STRUCTURAL MATERIALS SPECIFICATIONS 1. CONCRETE Concrete in footing and slabs on grade, unless otherwise noted, shal compressive strength @ 28 days of 2500 psi. TYPE V Approved FOR PERMIT ISSUANCE Master ID. [Myge:min. uiuiI41W Reinforcement shall be deformed bars, ASTM A615, A616, or A617, min. grade 60. 2. LUMBER: Douglas Fir -larch (Comply With DOC PS 20 or Equivalent) a. 2x Studs (Stud): Fb=700psi, Fv=180psi, E=1,400,000psi b. 2x Joists and 4x Beams D.F.#2: Fb=900psi, Fv=180psi, E=1,600,000psi D.F.#1: Fb=1000psi, Fv=180psi, E=1,700,000psi D.F. #1 & Better: Fb=1200psi, Fv=180psi, E=1,800.000psi c. 6x or Larger Beams D.F.#I: Fb=1350psi, Fv=170psi, E=1,600,000psi d. Parallem Beam Fb=2900psi, Fv=290psi, E=2,200,000psi ICC # ESR 1387 Microllam Beam Fb=3675psi, Fv=285psi, E=2,600,000psi ICC # ESR 1387 e. Wood Structural Panel comply with DOC PSI-09 or DOC PS2-I0 or ANSI/APA PRP210 3. SOIL BEARING Foundation Soil Bearing Pressure Assume: 1500psf 4. HOLDDOWN SIMPSON HDU ICC # 2330, SHOT PIN # ESR 1663 5. Design Criteria Roof Live Load = 20 psf (4 :12 Pitch) Roof Dead Load =12 psf, , Seismic Design Data: Seismic Importance Factor I = 1.00 (Table 1.5-2 of ASCE 7-16) P.5 Mapped Response Coefficients Sds=1.037, Sms=1.555, Ss=1.296, S1=0.465 Seismic Design Category : " D " S1=0.465 < 0.75 Per ASCE 7-16 Section 11.6 p. 85 Basic Seismic -Force -Resisting System: Light -Frame ( Wood) With Wood Structural Panels R= 6.5 Simplified Method. V=0.160 x 1.0 x 0.7x1.0 W=0.112 W Wind Design Data: Basic Wind Speed = 110 MPH Wind Importance Factor = 1.0 Wind Exposure = B (Per ASCE 7-16 section 26.7.2 ) p.288 Risk Category II All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 02 12/19/2024 3/14/2025 Planning Corr. R1 Building Corr. SHEET TITLE T-2 SHEET 9 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 3/14/2025 52-24 PLAN CHECK#:101122356 C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a An a Gr i s e t PI \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Site Plan ADU 3110 & 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP N 1 A-8 5' - 1 " 5' 5' - 6 " 7'-1" 13'-1" 4'EDISONEASEMENT 3' - 7 " 3'-5" 3' - 1 1 " SL O P E SL O P E SLOP E SLOP E SL O P E SL O P E 54 . 5 5 ' 54 . 5 5 ' 110' 110' PROPERTY LINE, TYP. (E) RESIDENCE (E) 6' HIGH WOODEN FENCE, TYP. (E) GATE (E) FRONT YARD (E) DRIVEWAY (E ) CO V E R E D PA T I O (E) WATER METER (E ) SI D E W A L K S. GR I S E T PL (N) ADU LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. NEW 100A SUB PANEL NEW CONDENSOR UNIT ON A 4" CONC. SLAB LEVEL LANDING, TYP. SEE FLOOR PLAN NEW WATER HEATER CLOSET PER SANTA ANA CITY REQUIREMENTS PROVIDE: TEN (10) FIVE GALLON SHRUBS SIX (6) ONE GALLON SHRUBS ONE (1) 24-INCH BOX CANOPY TREE EXISTING 4' EDISON EASEMENT (E) POOL TO BE REMOVED AND INFILLED LINE OF ROOF ABOVE ALL EAVE PROJECTIONS LESS THAN 5' TO BE ONE HOUR RATED, TYP. SLOPE SLOPE SLOPE Map data ©2024 Google 1000 ft Walk 0.7 mile, 14 min3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 12/16/24, 5:10 PM 3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 - Google Maps https://www.google.com/maps/dir/''/Fairview-Alton,+Santa+Ana,+CA+92704/@33.7060639,-117.9021534,15z/data=!4m23!1m8!3m7!1s0x80dcd8b3f9ea529f:0x3978e4662d34d448!2sFairview-Alton!8m2…1/3 Transit Map Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M -19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU GRADING PERMIT WAIVER REQUEST PCC-20 ISSUED: 7/1/2024 Page 1 of 1 THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S) A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered professional engineer shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if all of the following conditions are met. The property owner(s) shall take full responsibility for the site drainage by signing this waiver request agreement below. In order to qualify for the grading permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and sign this waiver request. A copy of this completed checklist shall be m ade part of the each set of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Property Address: Yes No 1. ☐ ☐The project property is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐ ☐The total amount of soil being cut or filled on this project is less than 50 cubic yards. 3. ☐ ☐The site drainage shall be constructed such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 4. ☐ ☐The site drainage shall be constructed such that the drainage will not adversely affect the adjoining properties. 5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns. Grading Permit Waiver Request I/we are requesting a waiver from the standard requirements for a precise grading plan and permit for our ADU project to be constructed at the project address indicated above. In doing so, I/we accept that the design of the site drainage patterns must adhere to the minimum requirements set forth in the current building codes and the County of Orange Drainage Design Manual. By signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials, employees, and agents against any and all claims for damages and costs arising out of the site drainage at the project property. Owner Name(s): (Print) Owner Signature(s): Date: Phone Number: Notes: 1. The building official reserves the right to require a grading permit based on site conditions. 2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones. Docusign Envelope ID: 1451F01E-E59B-4F03-BC6E-5233026F9BE0 1/24/2025 3112 S. Griset Pl. Santa Ana, CA 92704 X X (562) 472-3888 X Matthew Mallari X X 02 02 02 02 02 02 02 02 SCALE: 1/8" = 1'-0"1 Site Plan NOT TO SCALE2Transit Map 1/2 MILE RADIUS SITE PLAN GENERAL NOTES: 1. A SOILS COMPACTION REPORT IS REQUIRED FOR THE SWIMMING POOL BACKFILL. THE REPORT MUST STATE THE BACKFILL MATERIALS AND THE MINIMUM COMPACTION REQUIRED. THE ENGINEER MUST CONFIRM THAT THE COMPACTION IS SUITABLE FOR THE PROPOSED ADU. SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall January 6, 2025 Also sent via email to: Matthew.mallari@gmail.com Matthew J. Mallari 3110 S. Griset Place, Santa Ana, CA 92704 Subject: Address Assignment for New Detached Accessory Dwelling Unit (ADU) located at 3110 S. Griset Place (APN: 412-151-06) in Santa Ana, CA Dear Mr. Mallari, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new detached ADU located at 3110 S. Griset Place (APN: 412-151-06). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Assistant Planner I Exhibit A – Address Plan c: Address Letter for 3110 S. Griset Place Page 2 of 2 Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Ted Walstrom, Santa Ana Unified School District Jeremy Cogan, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing Division Manager Rudy Rosas, Deputy Public Works Director / City Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Services Principal Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Manager Sergio Verino, Code Enforcement Principal All ideas, drawings,specifications shown herein are the property of West Coast Design Group and shall not be used, copied, reproduced, or disclosed to any person, firm or corporation, without the written consent of West Coast Design Group. Any infringement will be subject to legal action. The contractor shall verify and be responsible for all dimensions and conditions on the job and notify this office of any variations from dimensions and conditions shown herewith. Written dimensions take precedence over scaled dimensions. Mark Transmittal Set Date Description 01 12/19/2024 Planning Corr. R1 SHEET TITLE T-2 SHEET 9 PROJECT NO: STATUS: DRAWN BY: CHK'D BY: PROJECT: CLIENT: PLOT DATE: 12/19/2024 52-24 PLAN CHECK#:- C : \ U s e r s \ j e r r y \ D o c u m e n t s \ D r a w i n g s \ R e s i d e n t i a l \ S a n t a A n a G r i s e t P I \ C D \ S a n t a A n a G r i s e t P I . p l n Submittal Site Plan ADU 3112 S Griset Pl Santa Ana, CA 92704 Matthew Mallari & Natalie Nguyen PLANNING - DESIGN 41055 CHACO CANYON ROAD MURRIETA CA 92562 WEST COAST DESIGN GROUP N 5' - 1 " 5' 5' - 6 " 7'-1" 13'-1" 4'EASEMENT 54 . 5 5 ' 54 . 5 5 ' 110' 110' PROPERTY LINE, TYP. (E) RESIDENCE (E) 6' HIGH WOODEN FENCE, TYP. (E) GATE (E) FRONT YARD (E) DRIVEWAY (E ) C O V E R E D P A T I O (E) WATER METER (E ) SI D E W A L K S. G R I S E T P L (N) ADU LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. NEW 100A SUB PANEL NEW CONDENSOR UNIT ON A 4" CONC. SLAB LEVEL LANDING, TYP. SEE FLOOR PLAN NEW WATER HEATER CLOSET PER SANTA ANA CITY REQUIREMENTS PROVIDE: TEN (10) FIVE GALLON SHRUBS SIX (6) ONE GALLON SHRUBS ONE (1) 24-INCH BOX CANOPY TREE EXISTING 4' EASEMENT (E) POOL TO BE REMOVED AND INFILLED Map data ©2024 Google 1000 ft Walk 0.7 mile, 14 min3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 12/16/24, 5:10 PM 3110 S Griset Pl, Santa Ana, CA 92704 to Fairview-Alton, Santa Ana, CA 92704 - Google Maps https://www.google.com/maps/dir/''/Fairview-Alton,+Santa+Ana,+CA+92704/@33.7060639,-117.9021534,15z/data=!4m23!1m8!3m7!1s0x80dcd8b3f9ea529f:0x3978e4662d34d448!2sFairview-Alton!8m2…1/3 Transit Map 01 01 01 01 01 SCALE: 1/8" = 1'-0"1 Site Plan NOT TO SCALE2Transit Map 1/2 MILE RADIUS Exhibit A 3112 S. Griset Place 3110 S. Griset Place Docusign Envelope ID: 98D6E685-5CE0-4497-A751-485796056E31 CITY OF SANTA ANA Planning and Building Agency Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHE GRADING I WAIVER RE Approved Rp MIT PERMIT ISSUANC UEST Master ID: Date: PCC-20 THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S) A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered professional engineer shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if all of the following conditions are met. The property owner(s) shall take full responsibility for the site drainage by signing this waiver request agreement below. In order to qualify for the grading permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and sign this waiver request. A copy of this completed checklist shall be made part of the each set of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Property Address: 3110 S. GRISET PL, SANTA ANA, CA 92704 Yes No 1 ❑ The project property is NOT located on a FEMA designated flood zone (Zone A or AE). 2 ❑ The total amount of soil being cut or filled on this project is less than 50 cubic yards. 3 ❑ The site drainage shall be constructed such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 4 gJ ❑ The site drainage shall be constructed such that the drainage will not adversely affect the adjoining properties. 5, U ❑ The project plans includes a site plan that shows site drainage patterns. Grading Permit Waiver Request I/we are requesting a waiver from the standard requirements for a precise grading plan and permit 'For our ADU project to be constructed at the project address indicated above. In doing so, I/we accept that the design of the site drainage patterns must adhere to the minimum requirements !set forth in the current building codes and the County of Orange Drainage Design Manual. By signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials, employees, and agents against any and all claims for damages and costs arising out of the site drainage at the project property. Owner Name(s): LErint Matthew Mall ari DSTa`RjlSeu'iry. Owner Signature(s)' A4AA" AkAA i -- F489E680D521400... Date: 1/10/2025 Phone Number:(562) 472-3888 (Votes: 1. The building official reserves the right to require a grading permit based on site conditions. 2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones. ISSUED: 7/1/2024 Page 1 of 1 QRF. gEcOORANGE COUNTY FIRE AUTH01 Plan Submittal Criteria Form IF '07110a��{ Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Project Information CITY OF SANTA ANA Planning and Building Agency A��ced F03PERMITISSU NCE t Certification. Master ID: Date: ❑ New Single Family Residence/Duplex ❑ Addition/Remodel ADU i El Othei= Address: Unit #: City or Unincorporated County Area: ZIP: M I L S. AAJ A. q'2'70 Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years j-I(�.�s e'� - Z- Area : be Added: `73 Area: '� �(3 A � L) - t (excluding this proiect): Yes No Questionnaire OCFA Plan Tvna if " YoW, 1. New- Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability PR400-401 Fire Sprinkler 2. El W ADU - Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler firesprinklers or a house that will have firesprinklers added as part of thisproject? 3. Ella: Addition - Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400.402) Fire Sprinkler 5� s rinkler retrofit based on a threshold set by local ordinance? 4. Distance - Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 140-feet from the fire access roadway? 5. ❑ Total Area - Will the addition result in a total area of greater than 3,600 square feet (sf) for non- '(PR160) Residential Site !� sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. C'1 Remodel - Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR40"02) Fire Sprinkler !� removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed. 7. ❑ Detached Structure - Is this a new detached utility or accessory structure (not an ADU), such as a *(PR160) Residential Site 4� garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. Gate - Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. ® Methane - Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal `(PR160) Residential Site Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas '(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only TestlMitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. Vegetation - Is the property/structure (A) on the perimeter of a community containing, or adjacent to `(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or D near an area that could be affected by a wildfire in the open space. vvrrN aNNluva reyuli Vu uciuiC lb-judr IL;C ui a yrauncyuuming perms. Hi ouier plans types may De aererrea suomivais. Applicant Certification Icertif under penalty of perjury, under the laws of the State of California, that the information above is true: . r PrintNamb: n X-5 L Signature: — Date: /e 25 - Phone Number: Email:_OE'r,2r✓ I 72�1 5:ccyNST>-uc nc.,� c,) ^4 sr'v . C 0 Attention Building Department Staff - After you've verified all questions were answered accurately as "No", then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as "Yes", then the plan type on the right side may be required. If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are "Yes" and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call 0CFA at (714) 573-6100