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HomeMy WebLinkAbout403 N Susan St #G & H - PlanSUB GENERAL NOTES A. NOTIFY SERVING UTILITY PRIOR TO ACTIVATION OF PV SYSTEM; APPROVAL FROM BOTH THE LOCAL JURISDICTION AND THE UTILITY IS REQUIRED PRIOR TO INTERCONNECTION. B. DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE. NOTES TO INSTALLER 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA GREEN CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE ANY SANTA ANA CITY MUNICIPAL CODES & AMENDMENTS APPLICABLE CODES & STANDARDS NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) NOTES 1. IN THE CASE OF EMERGENCY, CALL ___________________AT WORK PHONE #___________________OR HOME PHONE #___________________. 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. 3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TACKING, OR WIND. 4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPER-CHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. 12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ REVISIONS SHEET LIST TABLE SCALE: 1/40" = 1'-0" SITE PLAN PV.01 COVER SHEET PV.02 ROOF & FIRE PLAN PV.03 STRUCTURAL DETAILS PV.04 THREE LINE DIAGRAM PV.05 ELECTRICAL CALCULATIONS PV.06 LABELS PV.07 PLACARD MAP PS PANEL SCHEDULE MM MICROINVERTER MAP SPEC SPECIFICATION SHEETS AUTHORITIES HAVING JURISDICTION AHJ: SANTA ANA CITY UTILITY: SCE LOT INFORMATION APN: 198-261-34 LOT AREA: 0.91 ACRES LIVING AREA: 952 SQFT DESIGN SPECIFICATIONS OCCUPANCY: R-3.1 CONSTRUCTION: V-B ZONING: RESIDENTIAL SNOW LOAD: 0 WIND EXPOSURE: C WIND SPEED: 95 MPH ROOF SURFACE: 2331 PV COVERAGE: 1154.95 OF STORIES: ONE FIRE SPRINKLERS: NO MODULE: (55) HANWHA QCELLS Q.TRON BLK M-G2+ 425 INVERTER: (55) ENPHASE IQ8A-72-2-US MOUNT: (91) EVERFLASH ECOMP KIT RAILING: RACKING-48-X RAILS MSP UPGRADE: NO SCOPE OF WORK: PROJECT INFORMATIONSYSTEM COMPONENTS ALL WORK SHALL COMPLY WITH APPLICABLE, LOCAL, MUNICIPAL CODES, AND TO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. ADDITIONAL INSTALLATION NOTES AERIAL IMAGE SITE PLAN LEGEND KEY MAIN ELECTRICAL PANEL PV & ESS EQUIPMENT PROPERTY LINE FENCE FIRE SETBACKS & PROPOSED PATHWAYS INSTALLATION OF NEW BATTERY BACKUP FOR BUILDING H: (2) FRANKLINWH APOWER (13.6 kWH EACH) BATTERY:(2) FRANKLINWH APOWER SEE RESPONSE LETTER FOR DETAILS SEE PV.02 FOR ADDITIONAL DETAILS N DRAWN BY: PAPER: 11X17 (ANSI B) DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V. A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD(N) PV EQUIPMENT (E) MAIN SERVICE PANEL FIRE ACCESS PATHWAY (DRIVEWAY / STREET) PROPERTY LINE 40 3 N S U S A N S T COVER SHEET PV.01 (N) PV SYSTEM FOR HAMMARSTROM RESIDENCE | 403 N SUSAN ST, SANTA ANA, CA 92703 SYSTEM SIZE: 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) | 19.195 kW AC (INVERTER) (N) ESS EQUIPMENT DRIVEWAY BLDG. EBLDG. DBLDG. C BLDG. B BLDG. GBLDG. H BLDG. A BLDG. F DRIVEWAY (N) PV & ESS EQUIPMENT A AHJ CORRECTIONS06.28.24 A FIRE ACCESS PATHWAY (DRIVEWAY / STREET) B AHJ CORRECTIONS08.15.24 B INSTALLATION OF NEW PV SYSTEM FOR BUILDING H: 11.475 kW DC (STC-DC) | 10.450 kW (CEC-AC) | 9.423 kW AC (INVERTER) INSTALLATION OF NEW PV SYSTEM FOR BUILDING G: 11.900 kW DC (STC-DC) | 10.837 kW (CEC-AC) | 9.772 kW AC (INVERTER) B Bldg#'s: 101119906 101121231 Elec #'s: 20183291 20184283 Approvals: Plng: M Kilroy Bldg: J Lo Elec: M Smith 403 N Susan St #G & H10/21/2024 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ D1 11 15 16 17 18 NOTE: PILOT HOLES REQUIRED FOR 5/16" DIA. LAG BOLTS 7 8 9 10 D1 SEE 6 6 5453 1 2 UNDER PURLINS / BRACING 5'-0" & 5'-4" STRUCTURAL PLAN PV.03 1. ROOF MATERIAL:COMP SHINGLE 2. ROOF SLOPE:18 DEGREES 3. ROOF STRUCTURE: 4. RAFTER SIZE:2X6 5. RAFTER SPACING:24" O.C. 6. MAX RAFTER SPAN: APPROX. INSTALLATION AREA:1154.95 SQ. FT. TOTAL SYSTEM WEIGHT:2854.50 LBS. DISTRIBUTED WEIGHT OF ARRAY:2.47 PSF. WEIGHT PER MOUNT:31.37 LBS LOAD CALCULATIONS ROOF INFORMATION MODULE INFORMATION 7. PV MODULE: HANWHA QCELLS Q.TRON BLK M-G2+ 425 8. DIMENSION:67.8" H X 44.6" W X 1.18" D 9. WEIGHT 47.2 LBS 10. MODULE CLEARANCE: 3IN. MIN / 6 IN. MAX ATTACHMENT & RAILING 11. ATTACHMENT:(91) EVERFLASH ECOMP KIT 12. MAX. HORIZONTAL STANDOFF: 72 IN. 13. STANDOFF STAGGERING: YES 14. MAX. VERTICAL STANDOFF:PER INSTALLATION INSTRUCTIONS 15. RAILING:RACKING-48-X RAILS 16. MAX RAIL CANTILEVER:PER INSTALLATION INSTRUCTIONS 17. LAG BOLT SIZE:4-1/4 IN. X 5/16 IN. DIA 18. LAG BOLT EMBEDMENT:3-1/4 IN. 72 IN. MAX RACKING-48-X RAILS EVERFLASH ECOMP KIT ADDITIONAL NOTES 2X6 RAFTERS @24" CENTERS COMP SHINGLE (1 LAYER) A. ALL HARDWARE, INCLUDING MOUNTING AND RACKING, TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. B. ALL PV RELATED RACKING ATTACHMENTS WILL BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MANUFACTURER; FINAL ATTACHMENT LOCATIONS MAY BE ADJUSTED IN THE FIELD AS NECESSARY. C. ROOFTOP PENETRATIONS PERTAINING TO SOLAR RACKING WILL BE COMPLETED AND SEALED W/ APPROVED CHEMICAL SEALNT PER CODE BY A LICENSED CONTRACTOR. STRUCTURAL NOTES SCALE: 1/16" = 1' ATTACHMENT DETAIL N DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 3'-7" 29'-9" 3'-1"4'-8" 22'-4" 3'-11" 6' - 4 " 26 ' - 0 " 7' - 9 " 10'-9"26'-0"6'-3" 14'-0"18'-7"11'-2" 2X6 RAFTERS @24" CENTERS COMP SHINGLE (1 LAYER) BLDG. G 403 N SUSAN ST BLDG. H 403 N SUSAN ST B 403 N Susan St #G & H10/21/2024 S IQC SUBMMAGS IQCS SUB BB BB SITE PLAN NOTES A. ALL WORK SHALL COMPLY WITH APPLICABLE, LOCAL, MUNICIPAL CODES, AND TO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. B. THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS [R324.7.1]. C. PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED [NEC 110.26]. D. THE DEPICTED CONDUIT RUN ON PLANS IS A PROPOSED CONDUIT ROUTE. THE CONDUIT RUN MAY BE ALTERED AT INSTALLATION AS REQUIRED, AS LONG AS ALTERATIONS ADHERE TO ALL AHJ AND HOA REQUIREMENTS. E. INSTALLATION OF NEW PV SYSTEM SHALL NOT OBSTRUCT EXISTING PLUMBING VENTS, SKYLIGHTS, EXHAUST OUTLETS, OR VENTILATION INTAKE AIR OPENINGS; ANY RELOCATED PLUMBING VENTS MUST BE THROUGH THE ATTIC SPACE AND TERMINATED A MIN. 6 INCHES ABOVE THE ROOF LINE. F. ALL EQUIPMENT SHALL BE LISTED AND ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ROOF MOUNTED TRANSITION BOXES AND SWITCHES. G. EQUIPMENT LISTINGS AND CERTIFICATIONS ARE AS FOLLOWS: I. MODULES ARE LISTED UNDER UL61370-1 & UL61370-2 II. INVERTER IS LISTED UNDER UL1741 III. RACKING IS LISTED UNDER UL2703 IV. RACKING SYSTEMS IN COMBINATION WITH TYPE 1 OR 2 MODULES, ARE CLASS A FIRE RATED. FIRE PATHWAY NOTES R324.6.1: PATHWAYS TO RIDGE. I. NOT LESS THAN TWO MINIMUM 36-INCH WIDE (914 MM) PATHWAYS ON SEPARATE ROOF PLANES, FROM LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDINGS. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. II. FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY, A MINIMUM 36-INCH-WIDE PATHWAY FROM THE LOWEST ROOF EDGE TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE AS THE PHOTOVOLTAIC ARRAY, ON AN ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. III. PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT. R324.6.2 SETBACKS AT RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING 33 PERCENT OR LESS OF THE PLAN VIEW TOTAL ROOF AREA, A MINIMUM 18 IN. SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLANVIEW TOTAL ROOF AREA, A MINIMUM 36 IN. WIDE SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. R324.7.2.6 EMERGENCY ESCAPE AND RESCUE OPENING. PANELS AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A 36 IN. WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. FIRE PATHWAY REQUIREMENT EXCEPTIONS. I.DETACHED, NONHABITABLE STRUCTURES SHALL NOT BE REQUIRED TO PROVIDE ROOF ACCESS. II.FIRE ACCESS PATHWAYS NOT REQUIRED FOR ROOFS WITH SLOPES OF 2:12 (11 DEGREE PITCH) OR LESS. ADDITIONAL FIRE NOTES. I. FIRE PATHWAYS TO RIDGE ARE PROPOSED PATHWAYS AND ARE NOT INTENDED TO LIMIT ALTERNATIVE PATHWAYS TO ROOF AT INSTALLATION IF SITE CONDITIONS REQUIRE. ALTERNATIVE PATHWAYS MUST COMPLY WITH ALL AHJ AND CODE REQUIREMENTS FOR FIRE PATHWAYS. II. SEE ADDITIONAL NOTES SECTION FOR ROOF COVERAGE CALCULATIONS INSTALLER NOTES SITE PLAN INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD COMBO METER/MAINMM IN V SU B FIRE SETBACKS & PATHWAYS 3' FIRE CODE PATHWAY 18" RIDGE FIRE SETBACK SCALE: 1/16" = 1' ROOF & FIRE PLAN ROOF AREA PV COVERAGE ROOF SURFACE: 2331 SQ. FT. PV COVERAGE: 1154.95 SQ. FT ROOF AREA COVERED: 49.55% A/C ROOFTOP A/C UNIT ADDITIONAL NOTES LEGEND KEY INVERTER SUB PANEL SKY LIGHT CHIMNEY ATTIC VENT PLUMBING VENT SATELLITE DISH ELECTRICAL MASTSAC DISCONNECT PROPOSED CONDUIT PROPOSED STRINGING OPTIMIZER/RSD/ MICROINVERTER AC L AC LOADCENTER IQ COMBINER NEMA 3R JBOX BB BATTERY BANK EV EV CHARGER PV PRODUCTION METERIQ C JB PV MODULE DETAILS FIRE SETBACKS AND PATHWAYS DESIGNED IN COMPLIANCE WITH R324.6.2 AND ASSUMES NO AUTOMATIC FIRE SPRINKLERS ARE ON THE PROPERTY UNLESS CONFIRMED BY THE INSTALLER. HANWHA QCELLS Q.TRON BLK M-G2+ 425 425 WATTS 67.8" H X 44.6" L X 1.18" D WEIGHT: 47.2 LBS ROOF ACCESS POINT N ELECTRICAL & FIRE PLAN PV.02 JB ARRAY 2 - 5.100 kW [x12] (N) MODULES TILT: 20 DEGREES AZIMUTH: 183 DEGREES ARRAY 3 - 3.400 kW [x8] (N) MODULES TILT: 20 DEGREES AZIMUTH: 273 DEGREES ARRAY 1 - 6.375 kW [x15] (N) MODULES TILT: 18 DEGREES AZIMUTH: 183 DEGREES ROOF ACCESS POINT (E)400A MAIN SERVICE PANEL (N)60A PV AC DISCONNECT (N) IQ COMBINER (N) FRANKLIN BATTERY #1 (N) FRANKLIN BATTERY #2 (N) BATTERY SUB PANEL (N) FRANKLIN AGATE (N)60A ESS AC DISCONNECT (E) 125A SUB PANEL (N)60A PV AC DISCONNECT (N) IQ COMBINER ROOF ACCESS POINT ARRAY 4 - 4.250 kW [x10] (N) MODULES TILT: 20 DEGREES AZIMUTH: 183 DEGREES ARRAY 5 - 4.250 kW [x10] (N) MODULES TILT: 20 DEGREES AZIMUTH: 183 DEGREES ROOF ACCESS POINT JB BUILDING G 403 N SUSAN ST, SANTA ANA, CA 92703 BUILDING H 403 N SUSAN ST, SANTA ANA, CA 92703 B 403 N Susan St #G & H10/21/2024 01 12 AWG PV WIRE, COPPER 6 AWG BARE, COPPER FREE AIR N/A 20A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS MAX OUTPUT PER BRANCH (125%) MODULES / MICROINVERTERS TO JUNCTION BOX 9B5 B4 9B6 9 01 02 JU N C T I O N B O X NE M 3 R , U L L I S T E D B4 B5 B6 MICROINVERTERS BRANCH 4-6 IQ COMBINER W/ ENPHASE ENVOY 240/120 V 1Ø, 3W 20A 20A 20A PV AC DISCONNECT 60A, 240V, NEMA 3R VISIBLE/LOCKABLE LABELLED ACD 3B TO UTILITY GRID (OVERHEAD) M 400A (E)125A (E) 400A MAIN SERVICE PANEL 240/120 V 1Ø, 3W BUS RATING: 400A MCB RATING: 400A INTERCONNECTION STRATEGY: LOAD SIDE 705.12(B)(3)(2) METER NUMBER: 222013-114661 (E) GROUNDING ELECTRODE 15A ENVOY COMMS 3B 50A 04 COMMS (E) 125A SUB PANEL 240/120 V 1Ø, 3W 05 60A (N) FRANKLIN WH AGATE 240/120 V 1Ø, 3W MAIN BUS: 200A (N) 100A BATTERY SUB PANEL 240/120 V 1Ø, 3W 30A 30A [x2] (N) BATTERIES FRANKLINWH APOWER CAPACITY: 13.6 kWH (EACH) #1 06 COMMS #2 COMMS CONDUCTOR: 10 AWG, THWN-2, Cu GROUND:8 AWG, THWN-2, Cu CONDUIT:0.75" EMT 06 60A FUSES VISIBLE/LOCKABLE LABELED ACD ESS AC DISCONNECT 60A FUSED 240V, NEMA 3R 9B2 B1 9B3 10 01 02 JU N C T I O N B O X NE M 3 R , U L L I S T E D B1 B2 B3 MICROINVERTERS BRANCH 1-3 IQ COMBINER W/ ENPHASE ENVOY 240/120 V 1Ø, 3W 20A 20A 20A PV AC DISCONNECT 60A, 240V, NEMA 3R VISIBLE/LOCKABLE LABELLED ACD 3A 15A ENVOY COMMS 3A (E) SUB PANEL 240/120 V 1Ø, 3W BUS RATING: 125A EX I S T I N G 60A 125A SUB MCB (E)125A (E)100A BUILDING G BUILDING H PV SYSTEM COMPONENTS INV1 M MODULES (55) HANWHA QCELLS Q.TRON BLK M-G2+ 425 MICROINVERTERS (55)ENPHASE IQ8A-72-2-US [240] [SI1-JUN20] PV COMPONENT NOTES 1. PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN PER CEC 690.12 2. ENPHASE MICROINVERTERS ARE MODULE-LEVEL RSD COMPLIANT 02 10 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 6 (2 PER BRANCH) 20A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS MAX OUTPUT PER BRANCH (125%) JUNCTION BOX TO PV BRANCH BREAKERS 8 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 3 40.60A 50.75A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUES CURRENT MAX CURRENT (125%) 3A IQ COMBINER TO SUB PANEL 8 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 3 39.15A 48.94A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUOUS CURRENT MAX CURRENT (125%) 3B IQ COMBINER TO AGATE 3 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 1" EMT 3 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS 04 AGATE TO MSP 1 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER EXITING 3 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS 05 AGATE TO SUB PANEL INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ ELECTRICAL & CONDUIT NOTES A. MAIN PANEL UPGRADES. A TYPE 1 OR TYPE 2 SURGE PROTECTION DEVICE SHALL BE INSTALLED FOR THE NEW MSP EITHER AS AN INTEGRAL PART OF THE SERVICE EQUIPMENT OR LOCATED IMMEDIATELY ADJACENT THERETO. [NEC 230.67] B. ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENT AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. C. CONDUIT RACEWAYS SHALL BE PROVIDED WITH EXPANSION FITTINGS TO COMPENSATE FOR THERMAL EXPANSION AND CONTRACTION. [NEC 110 (B) AND 110.14 (D)] D. PROVIDE PULL BOXES AND/OR EXPANSION OR DEFLECTION FITTINGS FOR THE ROOFTOP CONDUITS TO ACCOMMODATE THERMAL EXPANSION AND CONTRACTION. [NEC 300.7(B)] E. ALL CONDUCTORS AND CONDUITS ON THE ROOF SHALL BE INSTALLED A MINIMUM DISTANCE ABOVE THE ROOF TO THE BOTTOM OF THE RACEWAY OR CABLE OF 7/8" IN. (INCLUDING CABLES UNDERNEATH MODULES AND RACKING). F. ALL CONDUCTORS IN EXPOSED OUTDOOR LOCATIONS SHALL BE LISTED AND IDENTIFIED FOR USE IN DIRECT SUNLIGHT AND FOR THE APPLICATION. [NEC 690.31(C) THROUGH (F), 310.10(D)] G. EXPOSED CONDUCTORS WITHIN THE PV ARRAY SHALL BE PV WIRE/CABLE, OR TYPE USE-2, OR TYPE RHW-2 (UL 4703 & 854 LISTED) [NEC 690.31(C)(1)] H. ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USE IN WET LOCATIONS. (NEC 314.15) I. DC WIRING INSIDE A BUILDING MUST BE IN METAL RACEWAYS, METAL-CLAD CABLE, OR METAL ENCLOSURES. [NEC 690.31(D)] J. EQUIPMENT GROUNDING CONDUCTOR (EGC) SMALLER THAN #6-AWG SHALL BE PROTECTED FROM PHYSICAL DAMAGE BY AN IDENTIFIED RACEWAY OR CABLE ARMOR, UNLESS INSTALLED WITHIN HOLLOW SPACES OF THE FRAMING MEMBERS OF BUILDINGS OR STRUCTURES AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. [NEC 250.120(C)] K. CABLES/WIRES THAT ARE SUBJECT TO PHYSICAL DAMAGE, SUCH AS THOSE NOT LOCATED UNDER THE MODULES, MUST BE PROTECTED. [NEC 300.4] L. CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. 6 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 2 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS 06 BATTERY SUB PANEL TO AGATE BATTERY BACKUP CALCULATIONS BATTERY OUTPUT: 60A PV OUTPUT (125%):50.75A TOTAL OUTPUT:110.75A MAX ALLOWED BACKFEED: 400A X 1.2 - 400A = 80A 80A < 110.75A (PCS REQ.) BATTERY BACKUP CALCULATIONS PV WIRE SCHEDULE SEE CALCULATIONS PAGE FOR FULL WIRE AND CONDUIT CALCULATIONS ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD LINE DIAGRAM PV.04 B 403 N Susan St #G & H10/21/2024 DESIGN LOCATION AND TEMPERATURE WEATHER STATION EL TORO MCAS ASHRAE EXTREME LOW TEMP. 1°C ASHRAE 2% HIGH TEMP.32.6°C PV SYSTEM ELECTRICAL SPECIFICATIONS AND CALCULATIONS MODULE SPECIFICATIONS (55) HANWHA QCELLS Q.TRON BLK M-G2+ 425 RATED POWER (PMAX) (W)425W RATED POWER (PTC) (W)399W SHORT CIRCUIT CURRENT (ISC) (A)13.66A MAXIMUM POWER CURRENT (IMP) (A)12.98A OPEN CIRCUIT VOLTAGE (VOC) (V)39V MAXIMUM POWER VOLATGE (VMP) (V)32.7V TEMP. COEFF. OF VOC -0.245%/°C PV SYSTEM COMPONENTS M TOTAL SYSTEM SUMMARY SYSTEM SIZE (STC-DC): 23.375 kW SYSTEM SIZE (CEC-AC): 21.287 kW INVERTER RATED POWER (AC): 19.195 kW MAX PV CURRENT (125%):99.69A INV1 M MODULES (55) HANWHA QCELLS Q.TRON BLK M-G2+ 425 MICROINVERTERS (55)ENPHASE IQ8A-72-2-US [240] [SI1-JUN20] PV COMPONENT NOTES 1. PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN PER CEC 690.12 2. ENPHASE MICROINVERTERS ARE MODULE-LEVEL RSD COMPLIANT MAX OCPD (A)20A RATED POWER (W)349W MAX OUTPUT (A)1.45A MAX INPUT (A)15A MAX INPUT (V)58V EFFICIENCY (CEC)0.97% SPECIFICATIONS INV1 BRANCH DETAILS B1 B2 B3 B4 B5 B6 (55) ENPHASE IQ8A-72-2-US [240V] [JUN20-SI1] MAX. OVERCURRENT CALCULATION: 1.45A X 55 = 79.75A; 79.75A X 125% = 99.69A MAX MICROINVERTER RATIO [1:1]MICROINVERTER DETAILS 10 10 14.50A 18.13A 3490W 9 9 13.05A 16.31A 3141W 9 9 13.05A 16.31A 3141W INVERTERS PER BRANCH MODULE PER BRANCH AC CURRENT MAX AC CURRENT (125%) MAX AC OUTPUT POWER 9 9 13.05A 16.31A 3141W 9 9 13.05A 16.31A 3141W 9 9 13.05A 16.31A 3141W PV CONDUIT AND CONDUCTOR CALCULATIONS 8 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 3 39.15A 48.94A 0.94 (32.6°C) 1.0 55A 51.70A > 48.94A OK 50A @ 75°C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUOUS CURRENT MAX CURRENT (125%) TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 3 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 1" EMT 3 0.94 (32.6°C) 1.0 115A 108.10A 100A @ 75C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 1 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER EXITING 3 0.94 (32.6°C) 1.0 145A 136.30A 130A @ 75C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 01 TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP @ 90C DERATED AMP TERMINAL AMP @ 75C 12 AWG PV WIRE, COPPER 6 AWG BARE, COPPER FREE AIR N/A 20A 0.76 (54.600000°C) N/A 40A 30.40A > 20A OK 40A @ 90°C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS MAX OUTPUT PER BRANCH (125%) 02 TEMP. CORR. FACTOR MAX. CONDUIT FILL FACTOR BASE AMP @ 90C MAX. DERATED AMP TERMINAL AMP @ 75C 0.94 (32.6°C) 0.8 40A 30.08A > 20A OK 35A @ 75°C 10 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 6 (2 PER BRANCH) 20A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS MAX OUTPUT PER BRANCH (125%) MODULES / MICROINVERTERS TO JUNCTION BOX JUNCTION BOX TO PV BRANCH BREAKERS 8 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 3 40.60A 50.75A 0.94 (32.6°C) 1.0 55A 51.70A > 50.75A OK 50A @ 75°C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUES CURRENT MAX CURRENT (125%) TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 3A IQ COMBINER TO SUB PANEL 05 AGATE TO SUB PANEL 04 AGATE TO MSP 3B IQ COMBINER TO AGATE 6 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 2 0.94 (32.6°C) 1.0 75A 70.50A 65A @ 75C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 06 BATTERY SUB PANEL TO AGATE INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ DESIGN CALCULATIONS PV.05 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 5/23/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 403 N Susan St #G & H10/21/2024 ENERGY STORAGE SYSTEM DISCONNECT CODE REFERENCE: NEC 706.15(C) LOCATION: ON ACCESSIBLE ESS DISCONNECT BACKUP LOAD CENTER CODE REFERENCE: NEC 408.4 LOCATION: PLACE ON BACKUP LOAD CENTER CAUTION TRI POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM THIRD SOURCE IS ENERGY STORAGE SYSTEM CODE REFERENCE: NEC 705.12(B)(3) LOCATION: PLACE ON MAIN PANEL IF PV SYSTEM IS ALSO CONNECTED TO PANEL WARNING! FUEL CELL POWER SYSTEM CONTAINS ENERGY STORAGE DEVICES CODE REFERENCE: NEC 692.56 LOCATION: ON ACCESSIBLE ESS DISCONNECT CAUTION DO NOT ADD NEW LOADS CODE REFERENCE: NEC 220 LOCATION: PLACE ON BACKUP LOAD CENTER CAUTION THIS PANEL HAS SPLICED FEED- THROUGH CONDUCTORS. LOCATION OF DISCONNECT AT ENERGY STORAGE BACK UP LOAD PANEL. CODE REFERENCE: NEC 312.8(3) LOCATION: PLACE ON MAIN PANEL IF POINT OF INTERCONNECTION IS SUPPLY SIDE BATTERY BACKUP PLACARDS ENERGY STORAGE SYSTEM ON SITE LOCATED WITHIN LINE OF SIGHT SELECT APPLICABLE STICKER LOCATION: ON MAIN PANEL IF ESS IS IN LINE OF SIGHT ENERGY STORAGE SYSTEM ON SITE LOCATED WITHIN LINE OF SIGHT LOCATION: ON MAIN PANEL IF ESS IS IN LINE OF SIGHT ENERGY STORAGE SYSTEM ON SITE LOCATED WITHIN LINE OF SIGHT LOCATION: ON MAIN PANEL IF ESS IS IN LINE OF SIGHT ENERGY STORAGE SYSTEM ON SITE LOCATED WITHIN LINE OF SIGHT LOCATION: ON MAIN PANEL IF ESS IS IN LINE OF SIGHT WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING! POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE CODE REFERENCE: NEC 690.5(C) LOCATION: PLACE ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION CODE REFERENCE: NEC 705.12(B)(3)(2) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR CODE REFERENCE: NEC 705.12(B)(3)(3) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM CODE REFERENCE: NEC 690.64(B)(4) LOCATION: ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES PHOTOVOLTAIC POWER SOURCE CODE REFERENCE: NEC 690.31(D)(2) LOCATION: AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WIRING METHODS; SPACED A MAX. 10 FT SECTIONS OR WHERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS. AC DISCONNECT AC PHOTOVOLTAIC POWER SOURCE MAX AC OPERATING CURRENT: AC OPERATING VOLTAGE: MAX VAC240 79.75A CODE REFERENCE: NEC 690.54 LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUB PANEL IF APPLICABLE) WARNING! PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS. LOCATION: AT PV COMBINER PANEL (IF APPLICABLE) PHOTOVOLTAIC AC DISCONNECT CODE REFERENCE: NEC 690.13(B) LOCATION: AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT / AC DISCONNECTS / BREAKERS TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN CODE REFERENCE: NEC 690.56 LOCATION: SIGN TO BE LOCATED ON OR NO MORE THAN 3 FT AWAY FROM SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED AND SHALL INDICATE THE LOCATION OF ALL IDENTIFIED RAPID SHUTDOWN SWITCHES IF NOT AT THE SAME LOCATION. RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM CODE REFERENCE: NEC 690.56 (C)(2) LOCATION: TO BE LOCATED ON OR NO MORE THAN 3 FT AWAY FROM RSD INITIATION DEVICE ! ! ! FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS. 01 02 03 04 05 06 07 08 09 10 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ LABELS PV.06 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 5/23/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 403 N Susan St #G & H10/21/2024 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD PLACARD MAP PV.07 MULTIPLE SOURCES OF POWER CAUTION: DISCONNECT DIRECTORY PLAQUE INSTALL AT MAIN SERVICE PANEL FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS BLDG.G 403 N SUSAN ST,SANTA ANA, CA 92703 N ROOFTOP PV ARRAY SUB PANEL PV AC DISCONNECT UTILITY METER AND MAIN SERVICE PANEL CAUTION: DISCONNECT DIRECTORY PLAQUE INSTALL AT MAIN SERVICE PANEL FORMAT 1. WHITE LETTERING ON A RED BACKGROUND 2. MINIMUM 3/8 INCHES LETTER HEIGHT 3. ALL LETTERS SHALL BE CAPITALIZED 4. ARIAL OR SIMILAR FONT (NON-BOLD) MATERIAL REFLECTIVE, WEATHER RESISTANT MATERIAL SUITABLE FOR THE ENVIRONMENT (USE UL-969 AS STANDARD FOR WEATHER RATING). DURABLE ADHESIVE MATERIALS BLDG. H 403 N SUSAN ST,SANTA ANA, CA 92703 N UTILITY METER AND MAIN SERVICE PANEL ESS AC DISCONNECT FRANKLIN AGATE PV AC DISCONNECT BATTERYBATTERY SUB PANEL ROOFTOP PV ARRAY MULTIPLE SOURCES OF POWER B B INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 403 N Susan St #G & H10/21/2024 S IQC SUBMMAGS IQCS SUB BB BB INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 54 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 5/23/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD MICROINVERTER MAP MM 403 N Susan St #G & H10/21/2024 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ ADDITIONAL NOTES DRAWN BY: PAPER: 11X17 (ANSI B)DATE: DESIGN LEAD: DESIGNED BY SOLAR DEPLOYED, LLC. 931 10TH ST #114, MODESTO, CA 95354 209-671-2001 | HELLO@SOLARDEPLOYED.COM SIGNATURE: CHECKED BY: 6/27/2024 T.M. E.V.A.B. SHEET NAME: NEW PV SYSTEM 23.375 kW DC (STC-DC) | 21.287 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD LOAD CALCULATIONS LC B 403 N Susan St #G & H10/21/2024 Digitally sealed by RJM on Date: Job #: 5/28/24 5/28/24 24‐03556 Mobile: (909) 569‐2244 Structural Analysis Report For Photovoltaic System Addition to Existing Structure The Hammarstrom Residence 403 N Susan St  Santa Ana , CA 92703 Designed in Accordance with CBC 2022, ASCE 7‐16, NDS 2018 E.O.R.: Ryan McPherson, P.E. 9240 Limonite Ave, Jurupa Valley, CA 92509 Email: ryan@mcpherson.engineering 5/28/2024  10:57 AM 1 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Project Info 3 Gravity Loads 4 Lateral Loads 6 Wind Uplift Design 8 Summary 9 Battery Calc 10 ‐11 Table Of Contents *Note:  This engineering report is limited to the information presented to Engineer via plans, site  information, photos, and written correspondence as provided by Client.  On‐site structural  observations and verification of site conditions are not included herein.  Engineering for  manufactured products such as photovoltaic modules or racking systems is excluded from this  report.  Please refer to the manufacturer's specifications, certifications, and pre‐engineered  packages for product engineering.  Installations of solar modules and related equipment must be  performed in accordance with manufacturer recommendations, local codes, local regulations,  industry best practices, and applicable safety standards.  Owner and/or Contractor shall notify  Engineer should any damage, deterioration, or discrepancies between current condition of the  structure or otherwise as this letter describes before proceeding with construction.  This letter  applies only to regions of the structure where solar modules will be supported and the  supporting elements. 5/28/2024  10:57 AM 2 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Location: 403 N Susan St  Santa Ana , CA 92703 Existing Structure Info: Number of Stories = 1 Aroof =1600 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =800 sq. ft.Second Floor Square Footage (above basement level garage) Adetached =2600 sq. ft.Square Footage of roof on detatched structure Adetached2nd_flr =0 sq. ft.Square Footage of 2nd floor detatched structure (if applicable) Site Properties: Lattitude = Longitude = Ss = 1.314 S1 = 0.468 Exposure Category = C Ult. Wind Speed = 110 m.p.h. P.V. Array Info: Model = Q.TRON BLK M‐G2+ 425 Height of Panel = 67.80 in. Width of Panel = 44.60 in. Area of Panel = 21.0 ft.2 Number of Panels = 27 no. of panels on main hous 28 no. of panels on detatched structur 55 total no. of panels Total Area of Array = 1155.0 ft.2 Spacing of Anchors =6.0 ft. max. on cente rows of racks per panel =2 Panel Tilt = 0.00 deg Project Info 33.747915 ‐117.913284 5/28/2024  10:57 AM 3 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Rafter/Truss framing Misc = 3.0 p.s.f. DLr1 =10.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f.Drywall and 2x framing DLr2 =12.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Table 1607.1) Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load Proposed Loads: Panels = 2.7 p.s.f.weight of panels including rack system DLr1_proposed =12.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =14.7 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (D r1 + LLr) (Aroof) =48.0 kips Total Proposed Roof Load Wprop = (D r1 + LLr) (Aroof ‐ Aarray) + (D r1_proposed + LLr_proposed) (Aarray) =38.2 kips Proposed Load Demand Wprop ‐ Wex  =‐20.38%Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! Gravity Loads ‐ Main Residence Roof Live Load (panels cannot support live loads, including the weight  of stacked materials or workers) 5/28/2024  10:57 AM 4 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Existing Loads: Roof Design Loads: Roofing = 4.0 p.s.f.Composition roofing Sheathing = 1.5 p.s.f.1/2" Plywood Framing = 1.5 p.s.f.2x Rafter/Truss framing Misc = 3.0 p.s.f. DLr1 =10.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f.Drywall and 2x framing DLr2 =12.0 p.s.f.Total Existing Roof Dead Load LLr = 20.0 p.s.f.Roof Live Load (Table 1607.1) Floor Design Loads: (if applicable) Flooring = 10.0 p.s.f.Weight of floor finish Sheathing = 2.2 p.s.f.3/4" plywood Framing = 2.0 p.s.f.2x framing or manufactured floor truss Interior Partitions = 15.0 p.s.f.2x framed walls with drywall finish each side Ceiling = 5.0 p.s.f.Drywall ceiling finish below Misc. = 0.8 p.s.f. DLf = 35.0 p.s.f.Total Existing Floor Dead Load L= 120.0 ft Length of walls Proposed Loads: Panels = 2.7 p.s.f.weight of panels including rack system DLr1_proposed =12.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =14.7 p.s.f.Total Proposed Roof Dead Load LLr_proposed = 0.0 p.s.f. Check Proposed Gravity Loads: Total Existing Roof Load Wex = (D r1 + LLr) (Aroof) =78.0 kips Total Proposed Roof Load Wprop = (D r1 + LLr) (Aroof ‐ Aarray) + (D r1_proposed + LLr_proposed) (Aarray) =67.9 kips Proposed Load Demand Gravity Loads ‐ Detached Structure Roof Live Load (panels cannot support live loads, including the weight  of stacked materials or workers) Wprop ‐ Wex  =‐13.01% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex 5/28/2024  10:57 AM 5 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Seismic Design Parameters Risk Category = 2 Per Table 1‐5‐1 R = 6.5 Response Modification Factor (Table 12‐2.1) Site Class = D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5‐2) Ss =1.31 Short Period P.G.A. S1 =0.47 1‐Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa =1.00 Site Coefficient per Table 11.4‐1 ASCE 7‐16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4‐2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.31 Short Period M.C.E. Per Eq. 11.4‐1 SM1 = SD1 Fv =0.80 1‐Sec Period M.C.E. Per Eq. 11.4‐2 SDS = 2/3 (SMS) =0.88 Short Period Design Parameter Per Eq 11.4‐3 SD1 = 2/3 (SM1) =0.53 1‐Sec Period Design Parameter Per Eq 11.4‐4 Approximate Fundamental Period (Per 12.8.2.1 per Eq. 12.8‐7 hn = 15 ft Ct =0.02 (per table 12.8‐2) x = 0.75 (per table 12.8‐2) T = 0.15 sec Approximate Fundamental Period TL =8 sec Long‐Period Transition Period per Figure 22‐12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.13 Seismic Response Coefficient Per Eq. 12.8‐2 Cs1 = (SD1 Ie)/R T =  0.54 Max. Seismic Response Coefficient Per Eq. 12.8‐3 if T ≤ TL  Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs2 = 0.044 SDS Ie =0.04 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs3 = 0.5 S1 Ie/R =0.04 Min. Seismic Response Coefficient Per Eq. 12.8‐6 if S 1 ≥ 0.6g CS =0.13 Design Seismic Coefficient Check Additional Base Shea Wexisting =47.2 kips Weight of Existing Structure Wpanels =1.6 kips Weight of Proposed Panels Vexisting = Cs Wexisting =6.4 kips Base Shear of Existing Structure Vpanels = Cs Wpanels =0.2 kips Base Shear of Proposed Panels Vpanels Vexisting Lateral Loads ‐ Main Residence T = Ct (hn)x  = 3.30% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT  REQUIRE SEISMIC RETROFIT, PANELS OK! 5/28/2024  10:57 AM 6 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Seismic Design Parameters Risk Category = 2 Per Table 1‐5‐1 R = 6.5 Response Modification Factor (Table 12‐2.1) Site Class = D Per 11.4.2 Ie =1 Seismic Importance Factor (Table 1.5‐2) Ss =1.31 Short Period P.G.A. S1 =0.47 1‐Sec Period P.G.A. S.D.C. = D Seismic Design Category Per 11.6 Fa =1.20 Site Coefficient per Table 11.4‐1 ASCE 7‐16 Supplement #1 Tables used for Fa and Fv Fv =1.70 Site Coefficient per Table 11.4‐2 (note: section 11.4.8 Exception #2 calc used) SMS = SDS Fa =1.58 Short Period M.C.E. Per Eq. 11.4‐1 SM1 = SD1 Fv =0.80 1‐Sec Period M.C.E. Per Eq. 11.4‐2 SDS = 2/3 (SMS) =1.05 Short Period Design Parameter Per Eq 11.4‐3 SD1 = 2/3 (SM1) =0.53 1‐Sec Period Design Parameter Per Eq 11.4‐4 Approximate Fundamental Period (Per 12.8.2.1 per Eq. 12.8‐7 hn = 15 ft Ct =0.02 (per table 12.8‐2) x = 0.75 (per table 12.8‐2) T = 0.15 sec Approximate Fundamental Period TL =8 sec Long‐Period Transition Period per Figure 22‐12 Seismic Response Coefficient (Per 12.8.1.1) CS = (SDS Ie)/R = 0.16 Seismic Response Coefficient Per Eq. 12.8‐2 Cs1 = (SD1 Ie)/R T =  0.54 Max. Seismic Response Coefficient Per Eq. 12.8‐3 if T ≤ TL  Cs2 =0.01 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs2 = 0.044 SDS Ie =0.05 Min. Seismic Response Coefficient Per Eq. 12.8‐5 Cs3 = 0.5 S1 Ie/R =0.04 Min. Seismic Response Coefficient Per Eq. 12.8‐6 if S 1 ≥ 0.6g CS =0.16 Design Seismic Coefficient Check Additional Base Shea Wexisting =38.4 kips Weight of Existing Structure Wpanels =1.6 kips Weight of Proposed Panels Vexisting = Cs Wexisting =6.2 kips Base Shear of Existing Structure Vpanels = Cs Wpanels =0.3 kips Base Shear of Proposed Panels Vpanels Vexisting Lateral Loads ‐ Detatched Structure T = Ct (hn)x  = < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT  REQUIRE SEISMIC RETROFIT, PANELS OK!4.21% 5/28/2024  10:57 AM 7 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Rooftop Solar Panels Wind Pressures (Section 29.4, ASCE 7‐16) Vult =110 mph Kzt =1.00 (sec 26.8.2)h = 15 ft Exposure Category = C Kz = 0.85 (sec 26.10.1) Roof Zone = 2 Kd =0.85 (sec 26.6) Panel θ = 0.0 deg Ke =1.00 (sec 26.9) qh = 0.00256 Kz Kzt Kd Ke V qh =22.38 (eq. 26.10‐1) γE =1.5 FIG 29.4‐7)γc =0.80 (fig 29.4‐7)hpt =0 ft γa =0.71 (fig 29.4‐8)γp =0.9 (fig 29.4‐7)ω =0.00 deg GPp =‐2 uplift GCrn =‐1.4 uplift p = qh (GPp) γE γa (eq 29.4‐7)p = qh (GCrn) γE γC γp (eq 29.4‐6) p =‐47.6 p.s.f.p =‐33.8 p.s.f. Check Anchorage to Existing Structur 0.6DL ‐ 0.6W controlling load combination (eq. 16‐15 for ASD) DL = 2.7 p.s.f.dead load of panel (inlcuding rack system) W = 47.6 p.s.f.wind load normal to face of panel Arealag =17.0 sq. ft.area tributary to each anchor SPanc =6.0 ft.spacing of anchors Puplift = Arealag (0.6DL - 0.6W) =455.7 lbs total uplift on anchor Material = DFL lumber anchor material Dialag =5/16 in.diameter of screw Penlag = 2.5 in.min. penetration to existing framing W lag =205 lb/in.withdrawal load per in. of penetration per NDS Table 11.2A CD = 1.6 load duration factor for wind per NDS Table 2.3.2 Ct = 0.8 temperature factor per NDS Table 2.3.3 Noscrews =1 number of screws in withdrawal Pallow = Penlag (Wlag CD Ct) * Noscrews =656 lbs total allowable withrawal on anchor Puplift Pallow Anchorage =USE (1) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION =0.69 < 1.00 Anchor is OK! Wind Uplift Anchorage Flush Mounted Panels ‐ ASCE Section  29.4.4 (where applicable) Flat Roof Panels ‐ ASCE Section 29.4.3  (where applicable) 5/28/2024  10:57 AM 8 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 McPherson Engineering By: J.R.  Date: 5/28/24 Gravity Loads: Main Structure DEMAND DECREASED BY 20.38% = OK! Detached Structure DEMAND DECREASED BY 13.01% = OK! Lateral Loads: Main Structure DEMAND INCREASED BY 3.3% < 10% = OK! Detached Structure DEMAND INCREASED BY 4.21% < 10% = OK! Anchorage: DEMAND OF 455.7LB. < CAPACITY OF 656.LB. = OK! USE (1) 5/16IN. DIA. LAG SCREW(S) AT 6FT. MAX. O.C. W/ 2.5IN. MIN. PENETRATION Summary: STRUCTURES ARE ADEQUATE FOR THE PROPOSED PV ARRAY Summary 5/28/2024  10:57 AM 9 of 9 ©McPherson Engineering 403 N Susan St #G & H10/21/2024 Planning & Building Agency Building Agency Division 20 Civic Center Plaza P.O Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org CITY OF SANTA ANA PLAN CHECK - CHECKLIST JOB ADDRESS: TRACKING #: DATE: FOR PLAN CHECK STATUS Visit http://www.santa-ana.org/pb or Call (714) 647-5800 PLEASE READ AND INITIAL EACH ITEM BELOW 1. I agree to pay a plancheck fee established for this project with the understanding that this payment is not a guarantee that a permit will be issued and that this fee is not refundable once a plancheck has commenced. 2. I understand that I may request an "Accelerated Plancheck" at an additional cost. This plan check may be performed at an additional cost with the intention of reducing plancheck time for the Building & Safety Division. 3. I understand that the project valuation will be reviewed during the plancheck process and that said valuation shall be adjusted up or down in accordance with established fee computation regulations. 4. I understand that I shall submit separate plans, applications and plancheck fees for Mechanical, Electrical, Plumbing, Solar and Grading when plan check is required. 5. I understand that prior to the issuance of the Building Permit, I am required to obtain Public Works Agency approval if any of the following apply: project valuation exceeds $30,000; project has added plumbing fixtures; added bedrooms, or project exceeds 500 sq. ft. 6. I understand that prior to the issuance of the Building Permit, I am required to obtain Public Works Agency approval if my project valuation exceeds $50,000 and that a backflow device may be required. Please call (714) 647-3320 for further information. AGREED TO BY APPLICANT OR AGENT Applicant’s Signature: Print Name: Address: Telephone Number: Email: FOR OFFICE USE ONLY: "Checklist of items discussed" APPROVALS & FEES REQUIRED 1. Planning Department (714) 647-5804 8. Title 24 (Disabled Access) 15. SMIP Fee 2. Public Works Agency (714) 647-5074 9. Title 24 (Energy) 16. Microfilming/ scanning Fee 3. Fire Department (714) 573-6100 10. Roof Mounted Equip. 17. Res. Dev. Fees 4. Police Department (714) 647-5840 11. Grease Interceptor 18. FCWP Surcharge Fee 5. School District 12. List of Subcontractors 19. Fire Facility Fee 6. Health Department 13. Const. Debris Recyc. 20. South Coast AQMD 7. OC Sanitation District 14. LOA/ Owner-Builder Ver. PERMIT TECHNICIAN Rev. 11/4/22 403 N Susan St #G & H10/21/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments • Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. • Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. • If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. • In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. • Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 403 N Susan St #G & H10/21/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 403 N Susan St #G & H10/21/2024 To Whom It May Concern: I, Sarah Hammarstrom, as the homeowner of 403 N Susan St. give Infinity Solar/TLP Electric Integrations permission to install solar to my home. Please call me with any questions. Thank you. Sincerely, Sarah Hammarstrom (714) 606-5492 403 N Susan St #G & H10/21/2024