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403 N Susan St Bldg# E - Plan
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: 1/32" = 1'-0" SITE PLAN PV.01A COVER SHEET PV.01B BATTERY NOTES PV.02 ROOF & FIRE PLAN PV.03A & B STRUCTURAL DETAILS PV.04 THREE LINE DIAGRAM PV.05 ELECTRICAL CALCULATIONS PV.06 LABELS PV.07 PLACARD MAP MM MICROINVERTER MAP LC LOAD CALCULATIONS 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: 1850 SQ. FT. DESIGN SPECIFICATIONS OCCUPANCY: R-3.1 CONSTRUCTION: V-B ZONING: RESIDENTIAL SNOW LOAD: 0 WIND EXPOSURE: C WIND SPEED: 95 MPH ROOF SURFACE: 2757 PV COVERAGE: 902.96 OF STORIES: ONE FIRE SPRINKLERS: NO MODULE:(43) HANWHA QCELLS Q.TRON BLK M-G2+ 425 INVERTER:(43) ENPHASE IQ8A-72-2-US [240V] MOUNT 1:(50) EVERFLASH ECOMP KIT MOUNT 2:(06) PROSOLAR FASTJACK 6" MOUNT 3:(32) PROSOLAR FASTJACK 6" 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: (4) FRANKLIN APOWER X [240V] (13.6 kWH EACH) BATTERY:(4) FRANKLIN APOWER X [240V] SEE RESPONSE LETTER FOR 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: 7/23/2024 T.M. C.B. T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST BLDG #E, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 40 3 N S U S A N S T DRIVEWAY COVER SHEET PV.01A INSTALLATION OF NEW PV SYSTEM: 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) | 15.007 kW AC (INVERTER) (N) PV SYSTEM FOR HAMMARSTROM RESIDENCE | 403 N SUSAN ST BLDG #E, SANTA ANA, CA 92703 SYSTEM SIZE: 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) | 15.007 kW AC (INVERTER) BLDG. EBLDG. DBLDG. C BLDG. B BLDG. G BLDG. H BLDG. A BLDG. F SEE PV.02 FOR ADDITIONAL DETAILS THIS DETACHED PATIO IS PART OF THE OCCUPANCY OF BUILDING E (BUILDING PERMIT NO.: 101104927) DETACHED PATIO OF BLDG. E A AHJ CORRECTIONS08.14.23 A A Bldg# 101119805 Elec# 20183212 APPROVALS: PLNG - ASevilla BLDG - JLo ELEC - MSmith 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ BATTERY NOTES PV.01B [R328.2] EQUIPMENT LISTINGS. ENERGY STORAGE SYSTEMS (ESS) SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 9540. [R328.3] INSTALLATION. ESS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS AND THEIR LISTING. [R328.3.1] SPACING. INDIVIDUAL UNITS SHALL BE SEPARATED FROM EACH OTHER BY NOT LESS THAN 3 FEET (914 MM) EXCEPT WHERE SMALLER SEPARATION DISTANCES ARE DOCUMENTED TO BE ADEQUATE BASED ON LARGE-SCALE FIRE TESTING COMPLYING WITH SECTION 1207.1.5 OF THE CALIFORNIA FIRE CODE. [R328.4] LOCATIONS. ESS SHALL BE INSTALLED ONLY IN THE FOLLOWING LOCATIONS: 1.DETACHED GARAGES AND DETACHED ACCESSORY STRUCTURES. 2.ATTACHED GARAGES SEPARATED FROM THE DWELLING UNIT LIVING SPACE IN ACCORDANCE WITH SECTION R302.6. 3.OUTDOORS OR ON THE EXTERIOR SIDE OF EXTERIOR WALLS LOCATED NOT LESS THAN 3 FEET (914 MM) FROM DOORS AND WINDOWS DIRECTLY ENTERING THE DWELLING UNIT. 4.ENCLOSED UTILITY CLOSETS, BASEMENTS, STORAGE OR UTILITY SPACES WITHIN DWELLING UNITS WITH FINISHED OR NONCOMBUSTIBLE WALLS AND CEILINGS. WALLS AND CEILINGS OF UNFINISHED WOOD-FRAMED CONSTRUCTION SHALL BE PROVIDED WITH NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM WALLBOARD. ESS SHALL NOT BE INSTALLED IN SLEEPING ROOMS, OR CLOSETS OR SPACES OPENING DIRECTLY INTO SLEEPING ROOMS OR IN HABITABLE SPACES OF DWELLING UNITS. R328.6 ELECTRICAL INSTALLATION. ESS SHALL BE INSTALLED IN ACCORDANCE WITH THE NEC AND LOCAL ELECTRICAL CODE REQUIREMENTS. INVERTERS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 1741 OR PROVIDED AS PART OF THE UL 9540 LISTING. SYSTEMS CONNECTED TO THE UTILITY GRID SHALL USE INVERTERS LISTED FOR UTILITY INTERACTION. R328.7 FIRE DETECTION. ROOMS AND AREAS WITHIN DWELLING UNITS, BASEMENTS AND ATTACHED GARAGES IN WHICH ESS ARE INSTALLED SHALL BE PROTECTED BY SMOKE ALARMS IN ACCORDANCE WITH SECTION R314. A HEAT DETECTOR, LISTED AND INTERCONNECTED TO THE SMOKE ALARMS, SHALL BE INSTALLED IN LOCATIONS WITHIN DWELLING UNITS AND ATTACHED GARAGES WHERE SMOKE ALARMS CANNOT BE INSTALLED BASED ON THEIR LISTING. [SFM] ESS INSTALLED IN GROUP R-3 AND TOWNHOMES SHALL COMPLY WITH THE FOLLOWING: 1.ROOMS AND AREAS WITHIN DWELLINGS UNITS, SLEEPING UNITS, BASEMENTS AND ATTACHED GARAGES IN WHICH ESS ARE INSTALLED SHALL BE PROTECTED BY SMOKE ALARMS IN ACCORDANCE WITH SECTION R314. 2.A LISTED HEAT ALARM INTERCONNECTED TO THE SMOKE ALARMS SHALL BE INSTALLED IN LOCATIONS WITHIN DWELLING UNITS, SLEEPING UNITS AND ATTACHED GARAGES WHERE SMOKE ALARMS CANNOT BE INSTALLED BASED ON THEIR LISTING. R328.8 PROTECTION FROM IMPACT. ESS INSTALLED IN A LOCATION SUBJECT TO VEHICLE DAMAGE IN ACCORDANCE WITH SECTION R328.8.1 OR R328.8.2 SHALL BE PROVIDED WITH IMPACT PROTECTION IN ACCORDANCE WITH SECTION R328.8.3. R328.8.1 GARAGES. WHERE AN ESS IS INSTALLED IN THE NORMAL DRIVING PATH OF VEHICLE TRAVEL WITHIN A GARAGE, IMPACT PROTECTION COMPLYING WITH SECTION 1207.11.7.3 SHALL BE PROVIDED. THE NORMAL DRIVING PATH IS A SPACE BETWEEN THE GARAGE VEHICLE OPENING AND THE INTERIOR FACE OF THE BACK WALL TO A HEIGHT OF 48 INCHES (1219 MM) ABOVE THE FINISHED FLOOR. THE WIDTH OF THE NORMAL DRIVING PATH SHALL BE EQUAL TO THE WIDTH OF THE GARAGE DOOR OPENING. IMPACT PROTECTION SHALL ALSO BE PROVIDED FOR ESS INSTALLED AT EITHER OF THE FOLLOWING LOCATIONS (SEE FIGURE R328.8.1): 1.ON THE INTERIOR FACE OF THE BACK WALL AND LOCATED WITHIN 36 INCHES (914 MM) TO THE LEFT OR TO THE RIGHT OF THE NORMAL DRIVING PATH. 2.ON THE INTERIOR FACE OF A SIDE WALL AND LOCATED WITHIN 24 INCHES (609 MM) FROM THE BACK WALL AND 36 INCHES (914 MM) OF THE NORMAL DRIVING PATH. EXCEPTION: WHERE THE CLEAR HEIGHT OF THE VEHICLE GARAGE OPENING IS 7 FEET 6 INCHES (2286 MM) OR LESS, ESS INSTALLED NOT LESS THAN 36 INCHES (914 MM) ABOVE FINISHED FLOOR ARE NOT SUBJECT TO VEHICLE IMPACT PROTECTION REQUIREMENTS. R328.8.2 OTHER LOCATIONS SUBJECT TO VEHICLE IMPACT. WHERE AN ESS IS INSTALLED IN A LOCATION OTHER THAN AS DEFINED IN SECTION R328.8.1, AND IS SUBJECT TO VEHICLE DAMAGE, IMPACT PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R328.8.3. BATTERY INSTALLATION REQUIREMENTS R328.8.3 IMPACT PROTECTION OPTIONS. WHERE ESS IS REQUIRED TO BE PROTECTED FROM IMPACT IN ACCORDANCE WITH SECTION R328.8.1 OR R328.8.2, SUCH PROTECTION SHALL COMPLY WITH ONE OF THE FOLLOWING: 1.BOLLARDS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1.1.MINIMUM 48 INCHES (1219 MM) IN LENGTH BY 3 INCHES (76 MM) IN DIAMETER SCHEDULE 80 STEEL PIPE EMBEDDED IN A CONCRETE PIER NOT LESS THAN 12 INCHES (304 MM) DEEP AND 6 INCHES (152 MM) IN DIAMETER, WITH AT LEAST 36 INCHES (914 MM) OF PIPE EXPOSED, FILLED WITH CONCRETE AND SPACED AT A MAXIMUM INTERVAL OF 5 FEET (1524 MM). EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM AN ESS. 1.2.MINIMUM 36 INCHES (914 MM) IN HEIGHT BY 3 INCHES (76 MM) IN DIAMETER SCHEDULE 80 STEEL PIPE FULLY WELDED TO A MINIMUM 8-INCH (203 MM) BY 1/4-INCH (6.4 MM) THICK STEEL PLATE AND BOLTED TO A CONCRETE FLOOR BY MEANS OF 41/2 INCH (13 MM) CONCRETE ANCHORS WITH 3-INCH (76 MM) MINIMUM EMBEDMENT. SPACING SHALL BE NOT GREATER THAN 60 INCHES (1524 MM), AND EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM THE ESS. 1.3.PRE-MANUFACTURED STEEL PIPE BOLLARDS SHALL BE FILLED WITH CONCRETE AND ANCHORED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS, WITH SPACING NOT GREATER THAN 60 INCHES (1524 MM), AND EACH BOLLARD SHALL BE LOCATED NOT LESS THAN 6 INCHES (152 MM) FROM THE ESS. 2.WHEEL BARRIERS CONSTRUCTED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 2.1.FOUR INCHES (102 MM) IN HEIGHT BY 5 INCHES (127 MM) IN WIDTH BY 70 INCHES (1778 MM) IN LENGTH WHEEL BARRIER MADE OF CONCRETE OR POLYMER, ANCHORED TO THE CONCRETE FLOOR NOT LESS THAN EVERY 36 INCHES (914 MM) AND LOCATED NOT LESS THAN 54 INCHES (1372 MM) FROM THE ESS. MINIMUM 31/2-INCH (89 MM) DIAMETER CONCRETE ANCHORS WITH A 3-INCH (76 MM) EMBEDMENT PER BARRIER SHALL BE USED. SPACING BETWEEN BARRIERS SHALL BE NO GREATER THAN 36 INCHES (914 MM). 2.2.PRE-MANUFACTURED WHEEL BARRIERS SHALL BE ANCHORED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. 3.APPROVED METHOD DESIGNED TO RESIST A 2000-LB. (8899 NEWTONS) IMPACT IN THE DIRECTION OF TRAVEL AT 24 INCHES (608 MM) ABOVE GRADE. 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. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD ADDITIONAL NOTES 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 7 8 9 10 D1 SEE 6 6 5453 1 2 D1 11 15 16 17 18 NOTE: PILOT HOLES REQUIRED FOR 5/16" DIA. LAG BOLTS 6'-3" & 6'-9" UNDER PURLINS / BRACING D1 NOTE: PILOT HOLES REQUIRED FOR 5/16" DIA. LAG BOLTS 11 15 16 17 18 7 8 9 5453 1 2 D1 SEE 6 10 7 8 9 5453 1 2 D1 SEE 6 10 D1 NOTE: PILOT HOLES REQUIRED FOR 5/16" DIA. LAG BOLTS 11 15 16 17 18 STRUCTURAL PLAN PV.03A ADDITIONAL NOTES 1. ROOF MATERIAL:COMP SHINGLE 2. ROOF SLOPE:0 DEGREES 3. ROOF STRUCTURE:SINGLE SPAN FLAT ROOF 4. RAFTER SIZE:2X6 5. RAFTER SPACING:24" O.C. 6. MAX RAFTER SPAN:10' APPROX. INSTALLATION AREA:461.98 SQ. FT. TOTAL SYSTEM WEIGHT:1141.80 LBS. DISTRIBUTED WEIGHT OF ARRAY:2.47 PSF. TOTAL MOUNT WEIGHT:22.84 LBS LOAD CALCULATIONS ROOF 2 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 2 11. ATTACHMENT:(6) PROSOLAR FASTJACK 6" 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:3-1/2 IN. X 5/16 IN. DIA 18. LAG BOLT EMBEDMENT:2-1/2 IN. 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 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: ROOF 1 INFORMATION ATTACHMENT & RAILING 1 11. ATTACHMENT:(50) 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:3-1/2 IN. X 5/16 IN. DIA 18. LAG BOLT EMBEDMENT:2-1/2 IN. ATTACHMENT 1 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: 7/23/2024 T.M. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST BLDG #E, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD ATTACHMENT 2 1. ROOF MATERIAL:TORCH DOWN COMP 2. ROOF SLOPE:0 DEGREES 3. ROOF STRUCTURE:SINGLE SPAN FLAT ROOF 4. RAFTER SIZE:4X10 5. RAFTER SPACING:16" O.C. 6. MAX RAFTER SPAN:15'-7" ROOF 3 INFORMATION ATTACHMENT & RAILING 3 11. ATTACHMENT:(32) PROSOLAR FASTJACK 6" 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:3-1/2 IN. X 5/16 IN. DIA 18. LAG BOLT EMBEDMENT:2-1/2 IN. ATTACHMENT 3 APPROX. INSTALLATION AREA:42.00 SQ. FT. TOTAL SYSTEM WEIGHT:103.80 LBS. DISTRIBUTED WEIGHT OF ARRAY:2.47 PSF. TOTAL MOUNT WEIGHT:49.42 LBS LOAD CALCULATIONS 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 APPROX. INSTALLATION AREA:398.98 SQ. FT. TOTAL SYSTEM WEIGHT:986.10 LBS. DISTRIBUTED WEIGHT OF ARRAY:2.47 PSF. TOTAL MOUNT WEIGHT:30.82 LBS LOAD CALCULATIONS 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 ROOF 6 ROOF 7 ROOF 1, 2, 3, 4 & 5 A A A 26 This item has been digitally signed and sealed on Aug 26, 2024 *STRUCTURAL ONLY 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ STRUCTURAL PLAN PV.03B ADDITIONAL NOTES SCALE: 3/32" = 1' ATTACHMENT PLAN 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: 5/23/2024 T.M. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 2X6 RAFTERS @24" CENTERS COMP SHINGLE 4X10 RAFTERS @16" CENTERS TORCH DOWN COMP 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 SUB MMSAGSUB BB BBSUB BB BB SU B SU B 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 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:2757 SQ. FT. PV COVERAGE:902.96 SQ. FT ROOF AREA COVERED:32.75% 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 IQ C 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 N ELECTRICAL & FIRE PLAN PV.02 JB 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: 7/23/2024 T.M. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 403 N SUSAN ST BLDG #E, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 3' 3' 3' ARRAY 3 - 1.275 kW [x3] (N) MODULES TILT:18 DEGREES AZIMUTH: 273 DEGREES ARRAY 4 - 2.550 kW [x6] (N) MODULES TILT: 18 DEGREES AZIMUTH: 13 DEGREES ARRAY 5 - 1.275 kW [x3] (N) MODULES TILT: 18 DEGREES AZIMUTH: 93 DEGREES ARRAY 6 - 0.850 kW [x2] (N) MODULES TILT: 0 DEGREES AZIMUTH: 183 DEGREES ARRAY 1 - 3.400 kW [x8] (N) MODULES TILT:18 DEGREES AZIMUTH: 183 DEGREES (E) 200A MAIN SERVICE PANEL (N) 200A CRITICAL LOAD SUB PANEL (N) FRANKLIN AGATE (N) 100A PV AC DISCONNECT (N) 125A SOLAR SUB PANEL ARRAY 2 - 0.850 kW [x2] (N) MODULES TILT: 18 DEGREES AZIMUTH: 183 DEGREES (N) ESS SUB PANEL 2 (N) FRANKLIN BATTERY 4 (N) FRANKLIN BATTERY 3 ARRAY 7 - 8.075 kW [x19] (N) MODULES TILT: 0 DEGREES AZIMUTH: 183 DEGREES (N) ESS SUB PANEL 1 (N) FRANKLIN BATTERY 2 (N) FRANKLIN BATTERY 1 JB TRENCHING GRADE 24 " TRENCHING DETAIL (N) ELECTRICAL WARNING RIBBON BURIED 24" BELOW GRADE. (N) 1" PVC CONDUIT FULLY BURIED MINIMUM 24" BELOW GRADE. (N) 1" PVC CONDUIT FULLY BURIED MINIMUM 24" BELOW GRADE. TRENCHED AND BACKFILLED. (APPROX 29') JB THIS DETACHED PATIO IS PART OF THE OCCUPANCY OF BUILDING E (BUILDING PERMIT NO.: 101104927) A GEC SYSTEM WILL BE PROVIDED FOR THIS DETACHED PATIO SEE LINE DIAGRAM FOR DETAILS (E) DETACHED PATIO OF BUILDING E (N) PV COMBINER (WILL ACT AS A MEANS OF DISCONNECT) A A 26 This item has been digitally signed and sealed on Aug 26, 2024 *STRUCTURAL ONLY 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 1A 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 (N) FRANKLIN WH AGATE 240/120 V 1Ø, 3W MAIN BUS: 200A 80A 03 04 COMMS (N) 200A CRITICAL LOAD SUB PANEL 240/120 V 1Ø, 3W 05 BA C K E D U P L O A D S SE E N O T E S F O R M A X O C P D PV AC DISCONNECT 100A NON-FUSED 240V, NEMA 3R VISIBLE/LOCKABLE LABELLED ACD (N) 100A BATTERY SUB PANEL 1 240/120 V 1Ø, 3W 30A 30A [x2] (N) BATTERIES FRANKLIN APOWER X [240V] CAPACITY: 13.6 kWH (EACH) #1 06 COMMS #2 COMMS 8B2 B1 8B3 8 1A 2A 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 SOLAR SUB PANEL 240/120 V 1Ø, 3W MAIN BUS: 125A 20A 20A 20A 20A 20A 20A 03 ENVOY COMMS TO UTILITY GRID (OVERHEAD) M 200A (N)200A (E) 200A MAIN SERVICE PANEL 240/120 V 1Ø, 3W BUS RATING: 200A MCB RATING: 200A INTERCONNECTION STRATEGY: LOAD SIDE 705.12(B)(3)(2) MAX. BACKFEED CURRENT CALC: 200A X 1.2 - 200A = 40A (E) GROUNDING ELECTRODE CONDUCTOR: 10 AWG, THWN-2, Cu GROUND: 8 AWG, THWN-2, Cu CONDUIT: 0.75" EMT 6B5 B4 6B6 7 1B 2B B4 B5 B6 MICROINVERTERS BRANCH 4-6 15A (N) 100A BATTERY SUB PANEL 2 240/120 V 1Ø, 3W 30A 30A [x2] (N) BATTERIES FRANKLIN APOWER X [240V] CAPACITY: 13.6 kWH (EACH) #3 06 COMMS #4 COMMS CONDUCTOR: 10 AWG, THWN-2, Cu GROUND: 8 AWG, THWN-2, Cu CONDUIT: 0.75" EMT CONDUCTOR: 10 AWG, THWN-2, Cu GROUND: 10 AWG, THWN-2, Cu CONDUIT: 0.75" EMT 60A60A JU N C T I O N B O X NE M 3 R , U L L I S T E D TO 2 0 0 A C R I T I C A L LO A D S U B P A N E L TO 2 0 0 A C R I T I C A L LO A D S U B P A N E L TO BAT. SUB 2. TO BAT. SUB 1. TRENCHING REQUIRED TRANSITION TO EMT IF NEEDED PV SYSTEM COMPONENTS INV1 M MODULES (43) HANWHA QCELLS Q.TRON BLK M-G2+ 425 MICROINVERTERS (43)ENPHASE IQ8A-72-2-US [240V] [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 2A 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 1B 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 2B 10 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 1" PVC SCH 40 6 (2 PER BRANCH) 20A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS MAX OUTPUT PER BRANCH (125%) JUNCTION BOX TO PV BRANCH BREAKERS 4 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 1" EMT 3 62.35A 77.94A CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUES CURRENT MAX CURRENT (125%) 03 SOLAR SUB PANEL, ACD TO FRANKLIN AGATE 3/0 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER 2" EMT 3 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS 04 FRANKLIN AGATE TO MSP 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. 05 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS FRANKLIN AGATE TO CRITICAL LOAD SUB PANEL 3/0 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER 2" EMT 3 06 6 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 0.75" EMT 2 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS BATTERY SUB PANEL TO CRITICAL LOAD SUB PANEL 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: 5/23/2024 T.M. C.B. T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD LINE DIAGRAM PV.04 PLANCHECK NOTE: These PV/microinverters are located at the detached patio. There is to be a GEC system installed and a PV combiner with circuit breakers that will serve as the local PV disconnect for this structure. Refer to Sheet PV.02 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 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 (43) 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 PV SYSTEM COMPONENTS M TOTAL SYSTEM SUMMARY SYSTEM SIZE (STC-DC): 18.275 kW SYSTEM SIZE (CEC-AC): 16.642 kW INVERTER RATED POWER (AC): 15.007 kW MAX PV CURRENT (125%):77.94A INV1 M MODULES (43) HANWHA QCELLS Q.TRON BLK M-G2+ 425 MICROINVERTERS (43)ENPHASE IQ8A-72-2-US [240V] [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 (43) ENPHASE IQ8A-72-2-US [240V] [240V] [JUN20-SI1] MAX. OVERCURRENT CALCULATION: 1.45A X 43 = 62.35A; 62.35A X 125% = 77.94A MAX MICROINVERTER RATIO [1:1]MICROINVERTER DETAILS 8 8 11.60A 14.50A 2792W 8 8 11.60A 14.50A 2792W 8 8 11.60A 14.50A 2792W 7 7 10.15A 12.69A 2443W 6 6 8.70A 10.87A 2094W 6 6 8.70A 10.87A 2049W INVERTERS PER BRANCH MODULE PER BRANCH AC CURRENT MAX AC CURRENT (125%) MAX AC OUTPUT POWER PV CONDUIT AND CONDUCTOR CALCULATIONS 3/0 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER 2" EMT 3 0.94 (32.6°C) 1.0 225A 211.5A 200A @ 75°C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 1A 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%) 2A 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 4 AWG THWN-2, COPPER 8 AWG THWN-2, COPPER 1" EMT 3 62.35A 77.94A 0.94 (32.6°C) 1.0 95A 89.30A > 77.94A OK 85A @ 75°C 0.41% DROP CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS CONTINUES CURRENT MAX CURRENT (125%) TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP 03 SOLAR SUB PANEL, ACD TO FRANKLIN AGATE 04 FRANKLIN AGATE TO MSP 05 06 CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP FRANKLIN AGATE TO CRITICAL LOAD SUB PANEL 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 @ 75°C CONDUCTOR GROUND CONDUIT CURRENT-CARRYING CONDUCTORS TEMP. CORR. FACTOR CONDUIT FILL FACTOR BASE AMP DERATED AMP TERMINAL TEMP & AMP VOLTAGE DROP (@ 10')0.02% DROP BATTERY SUB PANEL TO CRITICAL LOAD SUB PANEL 1B 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%) 2B 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 1" PVC SCH 40 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 3/0 AWG THWN-2, COPPER 6 AWG THWN-2, COPPER 2" EMT 3 0.94 (32.6°C) 1.0 225A 211.5A 200A @ 75°C 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. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 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! DO NOT UPSIZE MAIN BREAKER LOCATION: ON MAIN ELECTRICAL PANEL BREAKER WAS DOWNSIZED TO 175A FOR PV SYSTEM 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 62.35A 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. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 SERVICE BY QUALIFIED PERSONNEL ONLY POWER TO THIS BUILDING ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 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 403 N SUSAN ST,SANTA ANA, CA 92703 N NOTE: NEW AND EXISTING PV ARRAY ARE 690.12 RSD COMPLIANT 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. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD PLACARD MAP PV.07 ROOFTOP PV ARRAY UTILITY METER AND MAIN SERVICE PANEL CRITICAL LOAD SUB PANEL YOU ARE HERE FRANKLIN AGATE ESS SUBPANEL PV SUB PANELPV AC DISCONNECT BATTERY BATTERY ESS SUBPANELBATTERY BATTERY INFINITY SOLAR, INC. 749 N MAIN ST. ORANGE, CA 92868 PHONE: (714) 880-8089 LIC NO.: C10 - 824287 TIM POLUJANCEWICZ 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 SUB MMSAGSUB BB BBSUB BB BB SU B 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. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD MICROINVERTER MAP MM 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 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: 5/23/2024 T.M. C.B.T.M. SHEET NAME: NEW PV SYSTEM 18.275 kW DC (STC-DC) | 16.642 kW (CEC-AC) SARAH HAMMARSTROM 421 N SUSAN ST, SANTA ANA, CA 92703 APN: 198-261-34 SHEET NO.: ENGINEER OF RECORD LOAD CALCULATIONS LC 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 Part Number Description 4000366 EverFlash eComp Kit, Black 4000679 EverFlash eComp Kit, Mill LF, Dark Flash 4000367 EverFlash eComp Kit, Silver T High quality, patented design to ensure watertight seal T Included as part of a UL 2703 Listed System T Easy installation, can be retrofitted without removing shingles T Meets or exceeds all known building codes T Aluminum base with stainless steel hardware for high corrosion resistance T Compatible with all our CrossRails EverFlash eComp, 8x12" T Material: aluminum T Finish: silver, black L-Foot and Hardware T Material: aluminum and stainless steel T Finish: mill, dark 5/16" Sealing Washer T Material: stainless steel, EPDM insert Components 5/16" Lag Bolt T Material: stainless steel www.everest-solarsystems.com EverFlash eComp Kit EverFlash eComp Kit Product Sheet US04 | 1019 · Subject to change · Product illustrations are exemplary and may differ from the original. 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 Email us for more information prosolar@prosolar.com FastJack® FJ-300-18 For Oatey® style flashings FastJack® FJ-450-18 For standard metal flashings 3" High Part# FJ-300-18 For low profile installations using Oatey® flashings (for composition shingle roof-tops) 4-1/2" High Part# FJ-450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ-600-18 For standard flashings (for flat tile rooftops) 7-1/2" High Part# FJ-750-18 For standard flashings (sized for S-curve tile roofs and/or double flashed installations) The Fast Jack® design is covered under Pat. #6,360,491 Laboratory Tested 2,359 lbs Vertical Pullout! lbs Side Lat 808 eral Pullout!* Benefits of the FastJack® Removable post makes installation on existing roofs/retrofit quick and easy (refer to the illustration to the right) Patented design locates the lag bolt directly under the stanchion providing superior strength values Fast & easy to install—saves time and labor costs Precision machined from extruded aluminum, there are no welds to corrode or break Significantly lighter than steel for installer convenience and reduced shipping costs. Integrated drill guide insures perfect pilot holes every time —minimizes the possibility of splitting roof rafters Base design allows virtually any roof flashing to install flat on the roof deck Serrated base grips the roof deck to prevent the base from moving while installing the lag bolt Flashable Roof Stanchion The patented design of the FastJack® is the most innovative, efficient and cost-effective tool of it's kind! The FastJack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (included)! Four Sizes Available! *Using 1ea. 5/16" x 3-1/2" Lag Bolt RAFTER Easy installation of flashings on existing roof-tops See reverse for installation theory Standard & Oatey® Flashings slip over the base and under the delicate shingle The post can be installed through the top of the flashing (805)805) 486 (805)805) 486-4 ax 1551 S. Rose Ave. Oxnard, CA 93033 View more info on ourwebsite at: www.prosolar.com © Professional Solar Products, Inc. February 2015. All FastJack® attachments are sold in heavy duty reclosable boxes which allow for easy storage and handling Box includes: (1 8)Aluminum Bases (1 8)1" dia. Aluminum Po sts (18) 3/8" SS Flat Washers (18)) 5 6" x 3-1/2" Lag Bolts (1 8)3/8" x 3/4" SS Bolts UL2703* Step 7: Seal S lashing around the post to waterproof Easy Installation: (See FastJack® installation video at: www.prosolar.com) Flashing Template Available for Oatey (Pictured) and standard flashings. Makes cutting in a perfect flashing easy! © Professional Solar Products, Inc. February 2015. FastJack © is a registered trademark and covered under Pat.#6,360,491 Step 2: Install base using included lag into pilot hole Step 3: Cut through shingles for flashing (flashing template illustrated below) Step 1: Drill Pilot hole in Rafter using integrated drill guide Carbide bit recommended to break through roof material before drilling INCORRECTCORRECT Step 4: Temporarily hold post in place by inserting upwards aligning post and base Step 6: Tighten post onto base 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 T High quality, German-engineered system for residential and commercial installations T 4 rail sizes available to suit all structural conditions T Universal components for all rail types T Use 2 innovative components to turn this system into Shared Rail or Tilt Up T MK3 technology provides highest rail engagement T Roof attachments for all roof types T 100% code compliant, structural validation for all solar states T Fast installation with minimal component count result in low total installed cost T Simple to design using our code compliant online design tool, Base Product warranty · · in system alliance25years www.everest-solarsystems.com CrossRail System Components CrossRail 48-X Part Number Description 4000662 CrossRail 48-X 166'', Mill 4000663 CrossRail 48-X 166'', Dark 4000675 CrossRail 48-X 180'', Mill 4000665 CrossRail 48-X 180", Dark CrossRail 48-XL Part Number Description 4000695 CrossRail 48-XL 166'', Mill 4000705 CrossRail 48-XL 166'', Dark CrossRail 80 Part Number Description 4000508 CrossRail 80 168" Rail Mill CrossRail End Clamp Part Number Description 4000429 CR EC Silver, 30-50mm, Shared RL 30-45mm 4000430 CR EC Dark, 30-50mm, Shared RL 30-45mm 4000003 Shared Rail EC Silver, SS 46-50mm 4000004 Shared Rail EC Dark, SS 46-50mm CrossRail Mid Clamp Standoff Part Number Description 4000601-H CR MC Silver, 30-50mm, 13 mm Hex 4000602-H CR MC Dark, 30-50mm, 13 mm Hex Yeti Clamp Part Number Description 4000050-H Yeti Hidden EC for CR, Mill, 13 mm Hex 000003 Shared Rail EC Silver 000004 Shared Rail EC Dark, CrossRail Structural Rail Connector Part Number Description 4000051 Rail Connector CR 44-X, Set, Mill 4000052 Rail Connector CR 44-X, Set, Dark 4000385 RailConn CR 48-X,48-XL Struct Set, Mill 4000386 RailConn CR 48-X,48-XL Struct Set, Dark L-Foot Slotted Set Part Number Description 4000630 L-Foot Slotted Set, Mill 4000631 L-Foot Slotted Set, Dark Aluminum End Clamp Part Number Description 4005344 CrossRail EC Silver, AL 32-33mm 4005169 CrossRail EC Silver, AL 34-36mm 4005290 CrossRail EC Silver, AL 37-38mm 4005170 CrossRail EC Silver, AL 39-41mm 4005291 CrossRail EC Silver, AL 42-44mm 4005171 CrossRail EC Silver, AL 45-47mm 4005292 CrossRail EC Silver, AL 48mm 4005172 CrossRail EC Silver, AL 49-50mm EverFlash eComp Part Number Description 4000015 EverFlash eComp + SRS Slide Kit, Mill 4000366 EverFlash eComp Kit, Black 4000679 EverFlash eComp Kit, Mill LF, Dark Flash 4000367 EverFlash eComp Kit, Silver 4000027 EverFlash eComp+SR Slide Kit, Dark 4000029 EverFlash eComp+SR Slide, LF Mill, Dark Everest Ground Lug Part Number Description 4000006-H Everest Ground Lug Set, 13 mm Hex Part Number Description 4000054 EverFlash XP Slider Kit, Mill 4000055 EverFlash XP Slider Kit, Dark 4000057 EverFlash XP Kit, Mill LF, Dark Flash 4000060 EverFlash XP Comp Kit, Dark 4000061 EverFlash XP Comp Kit, Mill EverFlash XP Comp Flat Tile Hook Part Number Description 4000034 Flat Tile Hook, Set, W/ lags TC Wire Management Clip Part Number Description 4000069 Wire Management Clip, TC CrossRail 44-X Part Number Description 4000019 CrossRail 44-X 166'', Mill 4000020 CrossRail 44-X 166'', Dark 4000021 CrossRail 44-X 180", Mill 4000022 CrossRail 44-X 180", Dark www.everest-solarsystems.com CrossRail System Product Sheet US11 | 0620 · Subject to change · Product illustrations are exemplary and may differ from the original. 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 EverFlash eComp Kit Product Sheet US04 | 1019 · Subject to change · Product illustrations are exemplary and may differ from the original. CERTIFICATE OF COMPLIANCE Certificate Number Report Reference Issue Date Issued to: This certificate confirms that representative samples of Standard(s) for Safety: Additional Information: 20181217-E467724 E467724-20150108 2018-DECEMBER-17 Everest Solar Systems 2835 La Mirada Dr, Suite A Vista CA 92081 MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS Everest Crossrail System, utilizing Crossrail 48, 48-S, 48-X, 48-XL, 44-X rails, and Everest MiniRail XPRess System for System Fire Classification and Bonding. USL-Everest CrossRail System, utilizing CrossRail 80 for Bonding. Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. UL 2703 -Standard for Mounting Systems, Mounting Devices, Clamping Devices and Ground Lugs for Use with Photovoltaic Modules and Panels See the UL Online Certifications Directory at https://iq.ulprospector.com for additional information. This Certificate of Compliance does not provide authorization to apply the UL Mark. Only those products bearing the UL Mark should be considered as being UL Certified and covered under UL's Follow-Up Services. Look for the UL Certification Mark on the product. Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at htto·Uul comlaboutul{locations/ Page 1 of 1 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 Digitally sealed by RJM on Date: Job #: Jurupa Valley, CA 92509 Email: ryan@mcpherson.engineering 5/24/24 5/24/24 24‐03538 Mobile: (909) 569‐2244 Structural Analysis Report For Photovoltaic System Addition to Existing Structure Composition roofing The Hammarstrom Residence 421 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, 5/24/2024 9:44 AM 1 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 Project Info 3 Gravity Loads 4 Lateral Loads 6 Wind Uplift Design 8 Summary 9 Battery Calc 10 ‐11 *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. Table Of Contents 5/24/2024 9:44 AM 2 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 Location: 421 N Susan St Santa Ana , CA 92703 Existing Structure Info: Number of Stories = 1 Aroof =2700 sq. ft.Roof Square Footage A3rd_flr =0 sq. ft.Third Floor Square Footage (if applicable) A2nd_flr =0 sq. ft.Second Floor Square Footage (above basement level garage) Adetached =742 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 = 1.315 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 = 24 no. of panels on main hous 19 no. of panels on detatched structur 43 total no. of panels Total Area of Array = 903.0 ft.2 Spacing of Anchors =6.0 ft. max. on cente rows of racks per panel =2 Panel Tilt = 0.00 deg Project Info 33.748208 ‐117.912670 5/24/2024 9:44 AM 3 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 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) =81.0 kips Total Proposed Roof Load Wprop = (D r1 + LLr) (Aroof ‐ Aarray) + (D r1_proposed + LLr_proposed) (Aarray) =72.3 kips Proposed Load Demand Roof Live Load (panels cannot support live loads, including the weight of stacked materials or workers) Gravity Loads ‐ Main Residence Wprop ‐ Wex =‐10.75%Wex TOTAL DECREASE IN GRAVITY LOADS, PANELS OK! 5/24/2024 9:44 AM 4 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 Existing Loads: Roof Design Loads: Roofing = 2.0 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 =8.0 p.s.f.Roofing Dead Load (applied to top of rafters/trusses only) Ceiling = 2.0 p.s.f.Drywall and 2x framing DLr2 =10.0 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 =10.7 p.s.f.Proposed Roof Dead Load (applied to top only) DLr2_proposed =12.7 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) =20.8 kips Total Proposed Roof Load Wprop = (D r1 + LLr) (Aroof ‐ Aarray) + (D r1_proposed + LLr_proposed) (Aarray) =13.9 kips Proposed Load Demand Roof Live Load (panels cannot support live loads, including the weight of stacked materials or workers) Wprop ‐ Wex =‐33.18% TOTAL DECREASE IN GRAVITY LOADS, PANELS OK!Wex Gravity Loads ‐ Detached Structure 5/24/2024 9:44 AM 5 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 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 =1.32 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 =1.32 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 =32.4 kips Weight of Existing Structure Wpanels =1.4 kips Weight of Proposed Panels Vexisting = Cs Wexisting =4.4 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 = 4.24% < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK! 5/24/2024 9:44 AM 6 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 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 =1.32 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 =14.6 kips Weight of Existing Structure Wpanels =1.1 kips Weight of Proposed Panels Vexisting = Cs Wexisting =2.4 kips Base Shear of Existing Structure Vpanels = Cs Wpanels =0.2 kips Base Shear of Proposed Panels Vpanels Vexisting < 10%PER C.E.B.C. 502.5 EXCEPTION, STRUCTURE DOES NOT REQUIRE SEISMIC RETROFIT, PANELS OK!7.43% Lateral Loads ‐ Detatched Structure T = Ct (hn)x = 5/24/2024 9:44 AM 7 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 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) =456.0 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 0.70 < 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) = 5/24/2024 9:44 AM 8 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 McPherson Engineering By: J.R. Date: 5/24/24 Gravity Loads: Main Structure DEMAND DECREASED BY 10.75% = OK! Detached Structure DEMAND DECREASED BY 33.18% = OK! Lateral Loads: Main Structure DEMAND INCREASED BY 4.24% < 10% = OK! Detached Structure DEMAND INCREASED BY 7.43% < 10% = OK! Anchorage: DEMAND OF 456.LB. < 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 5/24/2024 9:44 AM 9 of 9 ©McPherson Engineering 403 N Susan St Bldg# E - 101119805 & 201832129/23/2024 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 Bldg# E - 101119805 & 201832129/23/2024 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 Bldg# E - 101119805 & 201832129/23/2024