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HomeMy WebLinkAbout2634 N Oakmont Ave - PlanNEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 0.0-Cover Sheet 0.0 PROJECT INFORMATION 0.1 SITE PLAN, HOUSE PHOTO S1.0 S1.1 E1.0 E1.1 PV0.0 PV.01 - ROOF PLAN ATTACHMENT DETAILS ELECTRICAL LINE DIAGRAM ELECTRICAL NOTES, LOAD CALCS REQUIRED SIGNAGE PV EQUIPMENT SHEETS PROJECT INFORMATION VICINITY MAPPLAN SET LEGEND SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR LOAD CENTER INVERTER SUB AC DC SLC INV JUNCTION BOXJB COMBINER BOXCB ABBREVIATIONS EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBINGEMT RIGID METALLIC TUBINGRMT VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP MONITORING METERM NOT TO SCALENTS OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINKLERED MAIN SERVICE PANEL MSP DEVICERSRAPID SHUTDOWN DATE: PROJECT INFORMATION N PROJECT SITE AHJ NOTES SHEET INDEXAPPLICABLE CODES ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2019 CA BUILDING CODE 2019 CA RESIDENTIAL CODE 2019 CA MECHANICAL CODE 2019 CA ELECTRICAL CODE 2019 CA GREEN CODE 2019 CA PLUMBING CODE 2019 CA ENERGY CODE 2019 CA FIRE CODE PROJECT INFO 22 X 395 W 22 X 401 W ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 1 X 7600 W HANWHA/QCELL Q.PEAK DUO ML-G10.A+ 395W P-401 SE7600H-USSNBBL14 (240V) (SI1-JUN20) SYSTEM SIZE: 8.096 kW AC STC SYSTEM SIZE: 8.690 kW DC STC ARRAY AREA: 465 SF PANEL UPGRADE: 200/200 A AHJ: CITY OF SANTA ANA APN: 396-402-06 BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 PER SECTION R314 AND R315 OF CRC 2019, IT'S REQUIRED THAT SMOKE ALARM AND CARBON MONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING $1,000. ALL NEW UTILITY CONNECTIONS ARE REQUIRED TO BE INSTALLED BELOW GRADE BY SANTA ANA MUNICOPAL CODE 41-626(B). THERE IS A STANDING EXCEPTION FOR EXISTING ONE AND TWO FAMILY DWELLINGS. THIS EXCEPTION APPLIES ONLY WHEN THE NEW ELECTRICAL SERVICE IS DESIGNATED TO BE FED FROM BELOW GRADE AS WELL AS OVERHEAD. ONLY LISTED COMBINATION OVERHEAD AND UNDERGROUND FEED SERVICE BOXES MAY BE USED TO CONNECT TO AN OVERHEAD UTILITY DROP. THIS EXCEPTION TO AN UNDERGROUND FED SERVICE APPLIES ONLY TO EXISTING SINGLE FAMILY AND TWO FAMILY RESIDENCES. 4/27/2022 SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 ALL CONDUIT TO RUN ON EXTERIOR OF HOUSE UNLESS OTHERWISE NOTED 9-23 Bldg permit#101110511 Elect permit# 20176238 Issued on 5/24/22 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ MSP SIZE IS AN TOTAL # OF PANELS (E)POOL DRIVEWAY 0.1-Site Plan HOUSE PHOTO DATE: SITE PLAN, HOUSE PHOTO SCALE: N.T.S. ARRAY LOCATION SCALE: 1":15'-0" SITE PLAN N (N)200 A 22 OA KMONT AVE 22 SOLAR MODULES FIRE ACCESS POINT 4/27/2022 (E)ONE-STORY HOUSE 3FT ACCESS PATHWAY LEGEND ALL SETBACK CONFORM TO R324.6.1 THROUGH R324.6.2.1 TOTAL ARRAY AREA: 465 TOTAL ROOF AREA: 2107 ARRAYS OCCUPANCY: 22% LOCATED AT EACH PANEL OPTIMIZER PL PL PL PL 5'-0" FIRE ACCESS POINT 21 21 21 21 21 21 21 21 21 21 21 9-23 2634 N Oakmont Ave05/24/22 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 PV-1 PV-1 PROJECT INFORMATION PV-1A SITE PLAN, HOUSE PHOTO PV-2 ROOF PLAN PV-2A ATTACHMENT DETAILS PV-3 ELECTRICAL LINE DIAGRAM PV-3A ELECTRICAL NOTES, LOAD CALCS PV-4 REQUIRED SIGNAGE PROJECT INFORMATION VICINITY MAPPLAN SET LEGEND SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR LOAD CENTER INVERTER SUB AC DC SLC INV JUNCTION BOXJB COMBINER BOXCB ABBREVIATIONS EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBINGEMT RIGID METALLIC TUBINGRMT VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP MONITORING METERM NOT TO SCALENTS OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINKLERED MAIN SERVICE PANEL MSP DEVICERSRAPID SHUTDOWN DATE: PROJECT INFORMATION N PROJECT SITE AHJ NOTES SHEET INDEXAPPLICABLE CODES ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2019 CA BUILDING CODE 2019 CA RESIDENTIAL CODE 2019 CA MECHANICAL CODE 2019 CA ELECTRICAL CODE 2019 CA GREEN CODE 2019 CA PLUMBING CODE 2019 CA ENERGY CODE 2019 CA FIRE CODE PROJECT INFO 22 X 395 W 22 X 401 W ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 1 X 7600 W HANWHA/QCELL Q.PEAK DUO ML-G10.A+ 395W P-401 SE7600H-USSNBBL14 (240V) (SI1-JUN20) SYSTEM SIZE: 8.096 kW AC STC SYSTEM SIZE: 8.690 kW DC STC ARRAY AREA: 465 SF PANEL UPGRADE: 200/200 A AHJ: CITY OF SANTA ANA APN: 396-402-06 BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 PER SECTION R314 AND R315 OF CRC 2019, IT'S REQUIRED THAT SMOKE ALARM AND CARBON MONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING $1,000. ALL NEW UTILITY CONNECTIONS ARE REQUIRED TO BE INSTALLED BELOW GRADE BY SANTA ANA MUNICOPAL CODE 41-626(B). THERE IS A STANDING EXCEPTION FOR EXISTING ONE AND TWO FAMILY DWELLINGS. THIS EXCEPTION APPLIES ONLY WHEN THE NEW ELECTRICAL SERVICE IS DESIGNATED TO BE FED FROM BELOW GRADE AS WELL AS OVERHEAD. ONLY LISTED COMBINATION OVERHEAD AND UNDERGROUND FEED SERVICE BOXES MAY BE USED TO CONNECT TO AN OVERHEAD UTILITY DROP. THIS EXCEPTION TO AN UNDERGROUND FED SERVICE APPLIES ONLY TO EXISTING SINGLE FAMILY AND TWO FAMILY RESIDENCES. 4/27/2022 SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 ALL CONDUIT TO RUN ON EXTERIOR OF HOUSE UNLESS OTHERWISE NOTED 9-23 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ MSP SIZE IS AN TOTAL # OF PANELS (E)POOL DRIVEWAY PV-1A HOUSE PHOTO DATE: SITE PLAN, HOUSE PHOTO SCALE: N.T.S. ARRAY LOCATION SCALE: 1":15'-0" SITE PLAN N (N)200 A 22 OAKMONT AVE 22 SOLAR MODULES FIRE ACCESS POINT 4/27/2022 (E)ONE-STORY HOUSE 3FT ACCESS PATHWAY LEGEND ALL SETBACK CONFORM TO R324.6.1 THROUGH R324.6.2.1 TOTAL ARRAY AREA: 465 TOTAL ROOF AREA: 2107 ARRAYS OCCUPANCY: 22% LOCATED AT EACH PANEL OPTIMIZER PL PL PL PL 5'-0" FIRE ACCESS POINT 21 21 21 21 21 21 21 21 21 21 21 9-23 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 SCALE: 1":10'-0" ROOF PLAN MSP SIZE IS AN ATTACHMENT POINTS: R1 ARRAY 1 22 SOLAR MODULES 26 ATTACHMENTS @ 72" O.C. MAX. 3/4" EMT CONDUIT, TO RUN ON ROOF AND UNDER EAVES WITH MC-4 CONNECTORS INTERIOR RAFTER SUPPORT, TYP. EXT. WALL (E)ROOF FRAMING, SEE ROOF INFO LOCATED AT EACH PANEL OPTIMIZER PV-2 ARRAY AND ROOF INFO DATE: ROOF PLAN N MODULE TYPE, DIMENSIONS & WEIGHT (N)200 A " O.C. MAX72 (E)PLUMBING VENT (E)ROOF VENT (E)CHIMNEY FIRE ACCESS POINT (E)PATIO COVER ACCESSES IDENTIFIED ARE AT STRONG POINTS OF ROOF WHICH DO NOT HAVE OPENINGS BELOW LADDER ACCESSES. PER CRC R331.4.1. PANEL TYPE:HANWHA/QCELL Q.PEAK DUO ML-G10.A+ 395W PANEL WEIGHT:48.5 lb PANEL DIMENSIONS:74 " X 41.14 " PANEL AREA:21.14 SF UNIT WEIGHT OF PANELS:48.5/21.14 = 2.29 PSF INVERTER & RACKING:0.19 PSF AREA PER ATTACHMENT:6'X2.48 = 14.9 SF WEIGHT PER ATTACHMENT:14.9X2.7 = 40.23 LB 4/27/2022 SINGLE LAYER OF ROOFING PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FT RAFTER SPECS ROOF AREA % R #1 270 COMP. SHINGLE 1182 465.08 2X6@24"39.3% SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 FIRE ACCESS POINT NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ 9-23 2634 N Oakmont Ave05/24/22 MIN. 2.5"PENETRATION SEALED W/ SIKAFLEX 1A (E)ROOF FRAMING, SEE ROOF INFO MATCH (E) ROOF SLOPE PV MODULES IRONRIDGE XR-10 RAIL IRONRIDGE FLASHVUE Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ SCALE: 1/2" = 1'-0"ATTACHMENT DETAIL PV-2A DATE: ATTACHMENT DETAILS 4/27/2022 1'-6" 9'-3" 9'-3" RAFTER SECTION DETAIL 9-23 5/16" x 3.5" STAINLESS STEEL LAG BOLT 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ PV-3 DATE: ELECTRICAL LINE DIAGRAM ELECTRICAL SINGLE LINE DIAGRAM LOW MEAN TEMP PER ASHRAE HANDBOOK MFR VOLTAGE TEMP COEFFICIENT (oC) VOLTAGE LOW TEMP. CORR. (oC) HIGH AMBIENT TEMP (oC) CONDUIT HEIGHT (in) ROOF TOP ADDED TEMP PER Table ADJUSTED TEMP ROOF 2 -0.34 1.08 44 0.875 15.55 59.55 WALL 2 44 N/A 0 44 ATTIC 2 56 N/A 0 56 A B ELECTRICAL EQUIPMENT CALLOUTS 7.6kW INVERTER SOLAREDGE SE7600H-USSNBBL14 (240V) (SI1-JUN20) INVERTER 240 VAC, 32A NEMA 3R, UL LISTED, (WITH INTEGRATED DC DISCONNECT) AC DISCONNECT FUSED 240 VAC, 60A NEMA 3R, UL LISTED PV BREAKER IS TO BE LOCATED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER. 4/27/2022 SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 MAX PV VOLTAGE & CURRENT CALCS: -2 TEMP COEFFICIENT (Voc) PER MANUFACTURER: -0.34 %/C VOLTAGE CORRECTION:1.08 Vcorrection X Voptm 1.08 *400 = 432 V OUTPUT FROM POWER OPTIMIZER PER STRING: 10.86 ADC 1.00 X Iopt 1.00 * 10.86 = 10.86 ADC WIRE TAG # CONDUIT WIRE QTY (CARRY CURRENT) WIRE GAUGE (AWG) WIRE TYPE WIRE LENGTH (FEET) TEMP RATING: WIRE LOCATION ADJUSTED WIRE TEMP WIRE AMP TEMP CORRECTION PER TABLE 310.15(B)(2)(a): CONDUIT FILL PER Table 310.15(B)(3)(a): WIRE OCP: TERMINAL 75oC RATING STRINGS PER SET OF WIRES (DC) OR # 0F INVERTERS: SHORT CIRCUIT CURRENT (DC) OR AC OUTPUT NEC 690.8(A) NEC 690.8(B) STRING AMPS GROUND SIZE GROUND TYPE OCPD CHECK 1 3/4" EMT 4 10 60 ROOF 59.55 40 X 0.71 X 0.8 = 22.72 35 1 X 10.86 X 1.00 X 1 = 10.86 #8 THWN-2 NONE 2 3/4" EMT 3 8 THWN-2 5 WALL 44 55 X 0.87 X 1 = 47.85 50 1 X 32.00 X 1.25 X 1 = 40 #8 THWN-2 40A 2P (N)200 A MAIN SERVICE DISCONNECT STRING 2 STRING 111 OPTIMIZERS/MODULES IN SERIES W/ INTEGRATED RAPID SHUTDOWN 11 OPTIMIZERS/MODULES IN SERIES W/ INTEGRATED RAPID SHUTDOWN TO UTILITY GRID BOND TO EXISTING UFER 1PH, 120/240V, 3W BI-DIRECTIONAL UTILITY METER (N)200 A MAIN SERVICE PANEL NO CENTER MAIN BREAKER 2-POLE 40A PV BREAKER, BACKFED AB EXISTING AC GROUNDING ELECTRODE 8.690kW SOLAR ARRAY 22 HANWHA/QCELL 395W MODULES TOTAL 120%RULE BUS BAR MAIN BREAKER ALLOWED MAX PV OCPD 200 200 40 STRINGS CONNECTED IN PARALLEL HANWHA/QCELL Q.PEAK DUO ML-G10.A+395W Vmp= 36.88V Voc= 45.27V Isc= 11.1A Imp= 10.71A CEC PTC POWER=371.73W SOLAREDGE SE7600H-USSNBBL14 (240V) (SI1-JUN20)INVERTER MAX DC VOLTAGE: 480V DC VOLTAGE INPUT RANGE: 400-480V @ 240V PEAK POWER TRACKING VOLTAGE: 400-480V @ 240V AC NOMINAL VOLTAGE/RANGE: 211-264V @ 240V MAX AC OUTPUT CURRENT: 32A CEC WEIGHTED EFFICIENCY: 99% @ 240V SOLAREDGE POWER OPTIMIZER P401 (240V)MAX DC VOLTAGE: 60V DC VOLTAGE INPUT RANGE: 8-60V @ 240V PEAK POWER TRACKING VOLTAGE: 8-80V @ 240V DC NOMINAL VOLTAGE/RANGE: 5-60 @ 240V MAX DC OUTPUT CURRENT: 15ADC CEC WEIGHTED EFFICIENCY: 98.8% @ 240V PER 2019 CEC, 690.64 (B)(7): LOCATE INVERTER OUTPUT AS FAR AS POSSIBLE FROM NORMAL POWER SUPPLY AT SERVICE PANEL. RELOCATION OF EXISTING CIRCUITS MAY BE NEEDED. DO NOT CHANGE PHASING OF MULTI-WIRE CIRCUITS. PERMANENT SIGNAGE AT PV SUPPLY CIRCUIT BREAKERS MUST SAY: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. SIGNAGE TO BE LOCATED ADJACENT TO BACKFED BREAKER. SECOND #4 AWG TO UNDERGROUND WATER SERVICE LESS THAN 5' FROM WHERE IT ENTERS THE BUILDING 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES 690.9 (A) PV ARRAYS ARE PER SINGLE LINE. PV ARRAY WIRING TO JUNCTION IS #10 AWG PV WIRE W/ FIELD INSTALLED MC CONNECTORS TO INTERFACE W/ MODULES. PV POWER SOURCE DISCONNECT (INTEGRATED) RATED AT 36 AMPS, 600Vdc, NEMA 3R RAINPROOF. USE UFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER N.E.C. 250.58. WHEN REQUIRED, GROUND ELECTRODE CONDUCTOR FROM INVERTER TO GROUND ELECTRODE TO BE MINIMUM PROTECTION OF BARE ARMOR SHEATHED CABLE FOR ALL CONDUCTOR SIZES. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. INVERTER SHALL BE PER ATTACHED CUT SHEET. AC DISCONNECT SHALL BE PER SINGLE LINE. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO NEC 690. POLE OF PV ARRAY REFERENCED TO GROUND AT THE INVERTER IN SINGLE LINE. ALL CONDUCTORS SHALL BE 600V, 90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. ALL WORK TO COMPLY WITH 2019 CALIFORNIA ELECTRIC CODE, 2019 CALIFORNIA BUILDING CODE EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. CONDUCTORS ON ROOF ARE TO BE 0.875" OFF OF THE ROOF SURFACE. GEC TO BE CONNECTED TO EXISTING UFER. F UFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. PV WIRES UTILIZED IN SYSTEM ARE UL-4703 COMPLIANT. ON RESIDENTIAL ROOF INSTALLATIONS ALL RACKING AND MODULES ARE UL2703 COMPLIANT PV-3A DATE: ELECTRICAL NOTES, LOAD CALCS ELECTRICAL NOTES 4/27/2022 GROUNDING: IRONRIDGE INTEGRATED CLAMP MODEL: UFO UL LISTED #2703 "PV SYSTEM TO BE IRREVERSIBLY CONNECTED TO UFER, IF UFER IS NOT PRESENT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING GROUNDING UP TO CODE." 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ PV-4 DATE: REQUIRED SIGNAGE 4/27/2022 ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING INSTALL LABEL ON: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL(IF APPLICABLE) PER CODE NEC-2017 690.13(B) INSTALL LABEL ON: ADJACENT TO PV BREAKER (IF APPLICABLE) PER CODE NEC2017 705.12(B)(2)(3)(b) INSTALL LABEL ON INTERIOR AND EXTERIOR DC CONDUIT EVERY 10FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE NEC2017 690.31(G)(3), 690.31(G)(4) INSTALL LABEL ON: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE NEC-2017 690.54 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS 6" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN INSTALL LABEL ON: UTILITY SERVICE ENTRANCE / METER, INVERTER/ DC DISCONNECT IF REQUIRED BY LOCAL AHJ OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE NEC2017 690.12 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN LABEL TO BE INSTALLED ON THE FACE OF THE SERVICE METER PANEL: OAKMONT AVE METER AND MAIN SERVICE AC DISCONNECT EQUIPMENT AT DC DISCONNECT INVERTER 2 1 1 2 3 EQUIPMENT AT EACH MODULE OPTIMIZER3 INVERTER OUTPUT CONNECTION WARNING DO NOT RELOCATE THIS OVERCURRENT DEVICE RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC AC DISCONNECT RATED AC OUTPUT CURRENT: NOMINAL OPERATING AC VOLTAGE:V A 240 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 9-23 2634 N Oakmont Ave05/24/22 9-23 2634 N Oakmont Ave05/24/22 9-23 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 9-23 2634 N Oakmont Ave05/24/22 9-23 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ E1.0 DATE: ELECTRICAL LINE DIAGRAM ELECTRICAL SINGLE LINE DIAGRAM LOW MEAN TEMP PER ASHRAE HANDBOOK MFR VOLTAGE TEMP COEFFICIENT (oC) VOLTAGE LOW TEMP. CORR. (oC) HIGH AMBIENT TEMP (oC) CONDUIT HEIGHT (in) ROOF TOP ADDED TEMP PER Table ADJUSTED TEMP ROOF 2 -0.34 1.08 44 0.875 15.55 59.55 WALL 2 44 N/A 0 44 ATTIC 2 56 N/A 0 56 A B ELECTRICAL EQUIPMENT CALLOUTS 7.6kW INVERTER SOLAREDGE SE7600H-USSNBBL14 (240V) (SI1-JUN20) INVERTER 240 VAC, 32A NEMA 3R, UL LISTED, (WITH INTEGRATED DC DISCONNECT) AC DISCONNECT FUSED 240 VAC, 60A NEMA 3R, UL LISTED PV BREAKER IS TO BE LOCATED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER. 4/27/2022 SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 MAX PV VOLTAGE & CURRENT CALCS: -2 TEMP COEFFICIENT (Voc) PER MANUFACTURER: -0.34 %/C VOLTAGE CORRECTION:1.08 Vcorrection X Voptm 1.08 *400 = 432 V OUTPUT FROM POWER OPTIMIZER PER STRING: 10.86 ADC 1.00 X Iopt 1.00 * 10.86 = 10.86 ADC WIRE TAG # CONDUIT WIRE QTY (CARRY CURRENT) WIRE GAUGE (AWG) WIRE TYPE WIRE LENGTH (FEET) TEMP RATING: WIRE LOCATION ADJUSTED WIRE TEMP WIRE AMP TEMP CORRECTION PER TABLE 310.15(B)(2)(a): CONDUIT FILL PER Table 310.15(B)(3)(a): WIRE OCP: TERMINAL 75oC RATING STRINGS PER SET OF WIRES (DC) OR # 0F INVERTERS: SHORT CIRCUIT CURRENT (DC) OR AC OUTPUT NEC 690.8(A) NEC 690.8(B) STRING AMPS GROUND SIZE GROUND TYPE OCPD CHECK 1 3/4" EMT 4 10 60 ROOF 59.55 40 X 0.71 X 0.8 = 22.72 35 1 X 10.86 X 1.00 X 1 = 10.86 #8 THWN-2 NONE 2 3/4" EMT 3 8 THWN-2 5 WALL 44 55 X 0.87 X 1 = 47.85 50 1 X 32.00 X 1.25 X 1 = 40 #8 THWN-2 40A 2P (N)200 A MAIN SERVICE DISCONNECT STRING 2 STRING 111 OPTIMIZERS/MODULES IN SERIES W/ INTEGRATED RAPID SHUTDOWN 11 OPTIMIZERS/MODULES IN SERIES W/ INTEGRATED RAPID SHUTDOWN TO UTILITY GRID BOND TO EXISTING UFER 1PH, 120/240V, 3W BI-DIRECTIONAL UTILITY METER (N)200 A MAIN SERVICE PANEL NO CENTER MAIN BREAKER 2-POLE 40A PV BREAKER, BACKFED AB EXISTING AC GROUNDING ELECTRODE 8.690kW SOLAR ARRAY 22 HANWHA/QCELL 395W MODULES TOTAL 120%RULE BUS BAR MAIN BREAKER ALLOWED MAX PV OCPD 200 200 40 STRINGS CONNECTED IN PARALLEL HANWHA/QCELL Q.PEAK DUO ML-G10.A+395W Vmp= 36.88V Voc= 45.27V Isc= 11.1A Imp= 10.71A CEC PTC POWER=371.73W SOLAREDGE SE7600H-USSNBBL14 (240V) (SI1-JUN20)INVERTER MAX DC VOLTAGE: 480V DC VOLTAGE INPUT RANGE: 400-480V @ 240V PEAK POWER TRACKING VOLTAGE: 400-480V @ 240V AC NOMINAL VOLTAGE/RANGE: 211-264V @ 240V MAX AC OUTPUT CURRENT: 32A CEC WEIGHTED EFFICIENCY: 99% @ 240V SOLAREDGE POWER OPTIMIZER P401 (240V)MAX DC VOLTAGE: 60V DC VOLTAGE INPUT RANGE: 8-60V @ 240V PEAK POWER TRACKING VOLTAGE: 8-80V @ 240V DC NOMINAL VOLTAGE/RANGE: 5-60 @ 240V MAX DC OUTPUT CURRENT: 15ADC CEC WEIGHTED EFFICIENCY: 98.8% @ 240V PER 2019 CEC, 690.64 (B)(7): LOCATE INVERTER OUTPUT AS FAR AS POSSIBLE FROM NORMAL POWER SUPPLY AT SERVICE PANEL. RELOCATION OF EXISTING CIRCUITS MAY BE NEEDED. DO NOT CHANGE PHASING OF MULTI-WIRE CIRCUITS. PERMANENT SIGNAGE AT PV SUPPLY CIRCUIT BREAKERS MUST SAY: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. SIGNAGE TO BE LOCATED ADJACENT TO BACKFED BREAKER. SECOND #4 AWG TO UNDERGROUND WATER SERVICE LESS THAN 5' FROM WHERE IT ENTERS THE BUILDING 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES 690.9 (A) 1. PV ARRAYS ARE PER SINGLE LINE. 2. PV ARRAY WIRING TO JUNCTION IS #10 AWG PV WIRE W/ FIELD INSTALLED MC CONNECTORS TO INTERFACE W/ MODULES. 3. CONTINUOUS PV WIRE FROM ARRAY TO INVERTER VIA CONDUIT. USE HEYCO CORD GRIPS TO TRANSITION FROM CONDUIT. 4. PV POWER SOURCE DISCONNECT (INTEGRATED) RATED AT 6 0 AMPS, 600Vdc, NEMA 3R RAINPROOF. 5. USE UFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER N.E.C. 250.58. 6. WHEN REQUIRED, GROUND ELECTRODE CONDUCTOR FROM INVERTER TO GROUND ELECTRODE TO BE MINIMUM PROTECTION OF BARE ARMOR SHEATHED CABLE FOR ALL CONDUCTOR SIZES. 7. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 8. CONNECTORS SHALL BE MC-4. 9. INVERTER SHALL BE PER ATTACHED CUT SHEET. 10. AC DISCONNECT SHALL BE PER SINGLE LINE. 11. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO NEC 690. 12. POLE OF PV ARRAY REFERENCED TO GROUND AT THE INVERTER IN SINGLE LINE. 13. ALL CONDUCTORS SHALL BE 600V, 90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 14. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% 15. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 16. ALL WORK TO COMPLY WITH 2019 CALIFORNIA ELECTRIC CODE, 2019 CALIFORNIA BUILDING CODE 17. NOT USED. 18. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 19. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. 20. CONDUCTORS ON ROOF ARE TO BE 0.875" OFF OF THE ROOF SURFACE. 21. GEC TO BE CONNECTED TO EXISTING UFER. iF UFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. 22. PV WIRES UTILIZED IN SYSTEM ARE UL-4703 COMPLIANT. 23. ON RESIDENTIAL ROOF INSTALLATIONS ALL RACKING AND MODULES ARE UL2703 COMPLIANT RACKING & MODULES ARE GROUNDED VIA A CONTINUOUS #6AWG COPPER CONDUCTOR CONNECTED W/ IRONRIDGE INTEGRATED GROUNDING. E1.1 DATE: ELECTRICAL NOTES, LOAD CALCS ELECTRICAL NOTES 4/27/2022 GROUNDING: IRONRIDGE INTEGRADED CLAMP MODEL: UFO UL LISTED #2703 "PV SYSTEM TO BE IRREVERSIBLY CONNECTED TO UFER, IF UFER IS NOT PRESENT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING GROUNDING UP TO CODE." NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:_____________________ _ 2634 N Oakmont Ave05/24/22 Expedited Permit Process for PV Systems1 Expedited Permit Process for PV Systems Standard String System The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 2634 N Oakmont Ave05/24/22 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems Standard String System The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 2634 N Oakmont Ave05/24/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Standard String System Site Plan                                                           New Gen Energy Corporation PO Box 143 BENJAMIN FERENC Placentia, CA 92870 2634 OAKMONT AVE SANTA ANA, CA 92705 909-215-5291 8.096 kW AC 2634 N Oakmont Ave05/24/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Standard String System Electrical Diagram                                                                                                                                                                                                                                                    New Gen Energy Corporation PO Box 143 BENJAMIN FERENC Placentia, CA 92870 2634 OAKMONT AVE SANTA ANA, CA 92705 909-215-5291 8.096 kW AC 2634 N Oakmont Ave05/24/22 Ex p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date:SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE ® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARD–LINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) New Gen Energy Corporation PO Box 143 BENJAMIN FERENC Placentia, CA 92870 2634 OAKMONT AVE SANTA ANA, CA 92705 909-215-5291 8.096 kW AC 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ PV-0.0 DATE: REQUIRED SIGNAGE 4/27/2022 ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING INSTALL LABEL ON: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL(IF APPLICABLE) PER CODE NEC-2017 690.13(B) INSTALL LABEL ON: ADJACENT TO PV BREAKER (IF APPLICABLE) PER CODE NEC2017 705.12(B)(2)(3)(b) INSTALL LABEL ON INTERIOR AND EXTERIOR DC CONDUIT EVERY 10FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE NEC2017 690.31(G)(3), 690.31(G)(4) INSTALL LABEL ON: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE NEC-2017 690.54 TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS 6" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN INSTALL LABEL ON: UTILITY SERVICE ENTRANCE / METER, INVERTER/ DC DISCONNECT IF REQUIRED BY LOCAL AHJ OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE NEC2017 690.12 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN LABEL TO BE INSTALLED ON THE FACE OF THE SERVICE METER PANEL: OAKMONT AVE METER AND MAIN SERVICE AC DISCONNECT EQUIPMENT AT DC DISCONNECT INVERTER 2 1 1 2 3 EQUIPMENT AT EACH MODULE OPTIMIZER3 INVERTER OUTPUT CONNECTION WARNING DO NOT RELOCATE THIS OVERCURRENT DEVICE RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING: PHOTOVOLTAIC POWER SOURCE PHOTOVOLTAIC AC DISCONNECT RATED AC OUTPUT CURRENT: NOMINAL OPERATING AC VOLTAGE:V A 240 2634 N Oakmont Ave05/24/22 PV 1.0 2634 N Oakmont Ave05/24/22 PV 2.0 2634 N Oakmont Ave05/24/22 PV 2.1 2634 N Oakmont Ave05/24/22 PV 3.0 2634 N Oakmont Ave05/24/22 9-23 PV 4.0 2634 N Oakmont Ave05/24/22 9-23 PV 4.1 2634 N Oakmont Ave05/24/22 9-23 PV 4.2 2634 N Oakmont Ave05/24/22 9-23 PV 4.3 2634 N Oakmont Ave05/24/22 9-23 PV 4.4 2634 N Oakmont Ave05/24/22 PV 5.0 2634 N Oakmont Ave05/24/22 Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 SCALE: 1":10'-0" ROOF PLAN MSP SIZE IS AN ATTACHMENT POINTS: R1 ARRAY 1 22 SOLAR MODULES 26 ATTACHMENTS @ 72" O.C. MAX. 3/4" EMT CONDUIT, TO RUN ON ROOF AND UNDER EAVES WITH MC-4 CONNECTORS INTERIOR RAFTER SUPPORT, TYP. EXT. WALL (E)ROOF FRAMING, SEE ROOF INFO LOCATED AT EACH PANEL OPTIMIZER S1.0 ARRAY AND ROOF INFO DATE: ROOF PLAN N MODULE TYPE, DIMENSIONS & WEIGHT (N)200 A " O.C. MAX72 (E)PLUMBING VENT (E)ROOF VENT (E)CHIMNEY FIRE ACCESS POINT (E)PATIO COVER ACCESSES IDENTIFIED ARE AT STRONG POINTS OF ROOF WHICH DO NOT HAVE OPENINGS BELOW LADDER ACCESSES. PER CRC R331.4.1. PANEL TYPE:HANWHA/QCELL Q.PEAK DUO ML-G10.A+ 395W PANEL WEIGHT:48.5 lb PANEL DIMENSIONS:74 " X 41.14 " PANEL AREA:21.14 SF UNIT WEIGHT OF PANELS:48.5/21.14 = 2.29 PSF INVERTER & RACKING:0.19 PSF AREA PER ATTACHMENT:6'X2.48 = 14.9 SF WEIGHT PER ATTACHMENT:14.9X2.7 = 40.23 LB 4/27/2022 SINGLE LAYER OF ROOFING PITCH AZIMUTH MATERIAL SP SQ.FT ARRAY SQ.FT RAFTER SPECS ROOF AREA % R #1 270 COMP. SHINGLE 1182 465.08 2X6@24"39.3% SOLAREDGE INVERTERS ARE EQUIPPED WITH RAPID SHUTDOWN REQUIREMENTS PER NEC 2017 SECTION 690.12 FIRE ACCESS POINT NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ 9-23 2634 N Oakmont Ave05/24/22 MIN. 2.5"PENETRATION SEALED W/ SIKAFLEX 1A (E)ROOF FRAMING, SEE ROOF INFO MATCH (E) ROOF SLOPE PV MODULES IRONRIDGE XR-10 RAIL IRONRIDGE FLASHVUE Solar Photovoltaic System BENJAMIN FERENC 2634 OAKMONT AVE SANTA ANA, CA 92705 (626)367-3951 NEW GEN ENERGY CORPORATION P.O. Box 143, Placentia, CA 92871-0143 Phone: (909) 215-5291 CSLB Lic# 949365 (C-10) X:______________________ SCALE: 1/2" = 1'-0"ATTACHMENT DETAIL S1.1 DATE: ATTACHMENT DETAILS 4/27/2022 1'-6" 9'-3" 9'-3" RAFTER SECTION DETAIL 9-23 5/16" x 3.5" STAINLESS STEEL LAG BOLT 2634 N Oakmont Ave05/24/22 2634 N Oakmont Ave05/24/22 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.  Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.  Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) 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: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 2634 Oakmont Ave, Santa Ana CA 92705 New Gen Enrgy Corporation 949365 X X X X X X X X X X Jennifer Pickering Kronick 909-215-5291 jennifer@newgensolar.net 05-10-2022 2634 N Oakmont Ave05/24/22 Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Benjamin Ferenc Residence 2634 Oakmont Ave., Santa Ana, CA 92705 Applicable Codes: 2019 California Building Code, 2019 California Electric Code, 2019 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-16 Minimum Design Loads for Buildings and Other Structures, American Wood Council 2018 National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4x members are grade Douglas Fir #1 or better All Roof Connectors are Simpsons Strong-Tie or Equal All Concrete Foundations are f'c = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com 2022-2018 New Gen Solar Benjamin Ferenc Residence Sht # 1 of 7 Date: May 09, 2022 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 2634 N Oakmont Ave05/24/22 w DL + LL R1 R2 w = 30 psf x 2 ft. = 60 plf 11.8' = 60 plf x 11.8 ft. = 708 lbs Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permitted condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check 2x6 Rafters @ 24" O.C.*: Total load on rafter *Note: Contractor to Field Verify Framing Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224- 406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Sht # 2 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 ( Assume max rafter span = 11.8 ft. ) Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22 w DL + LL = 30 psf x 2 ft. = 60 plf = 60 plf x 4.2 + 28 plf x 7.6 ft. + ( 6' x 2.75' x 3 psf x 3 ) = 613 lbs < 708 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-16 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES Section 29.4.4 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2. NOTE: PER DEFINITION ON SHEETS 246 & 247 OF ASCE 7-16 EFFECTIVE WIND AREA: "FOR ROOFTOP SOLAR ARRAYS, THE EFFECTIVE WIND AREA IN FIG. 29.4-7 IS EQUAL TO THE TRIBUTARY AREA FOR THE STRUCTURAL ELEMENT BEING CONSIDERED, EXCEPT THAT THE WIDTH OF THE EFFECTIVE WIND AREA NEED NOT BE LESS THAN ONE-THIRD ITS LENGTH." EFFECTIVE AREA = 15 SQ FT w DL + LLreduced = 22 psf x 2 ft. = 44 plf Check 2x6 Rafters @ 24" O.C.: Total load on rafter Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224- 406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Sht # 3 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence R1 R2 11.8' P w LLw DL 2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence P Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 P 4.2'7.6' Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com p =qh ðGCp ÞðγEÞðγa Þ Kz = 0.9 (Exposure C, Height = 20 ft or less) Kz = velocity pressure coefficient, q h =0.00256Kz KztKdKeV 2 Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL 12 Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max ) Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C): Eq'n 29.4-7 ASCE 7-16 Section 26.10.1 ASCE 7-16 Kzt = Topographical Factor = 1.0 Ke = Ground Elevation Factor = 1.0 V = 130 mph ; VASD = 101 mph Table 1609.3.1 2019 CBC qh =0.00256 (0.9) (1.0) (0.85) (1.0) (101)2 qh =20 psf p 20 psf (-2.0) (1.5) (0.7) = -42 psf = -2.0 (Zone 2 ; Effective Area = 15 sq. ft. ) = Exposure Factor = 1.5 GCp = Solar Array Pressure Equalization Factor = 0.7 Fig. 29.4-8 ASCE 7-16 Design (Factored) Uplift at each support = 0.6 x 693 lbs = 416 lbs Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs Note: Section 2.4.1 of ASCE 7-16, Basic Load Combinations for Allowable Stress Load per lag screw = 416 lbs / 1 = 416 lbs Design. Note: Applicable Load Combination #5 (D + 0.6W) p =qh ðGCp ÞðγEÞðγa Þ Eq'n 26.10-1 ASCE 7-16 Note: Kd = Wind Directionality Factor = 0.85 GCp ) γE γa = Sht # 4 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 3.5" lag screw per connection minimum. Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2018 NDS. W ' = W x Cd x Ct Table 10.3.1 2018 NDS where: W = 266 lbs / in. of embedment per Table 12.2A Cd = 1.6 per Table 2.3.2 of 2018 NDS Ct = 1.0 per Table 10.3.4 of 2018 NDS W ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 416 lbs OK Sht # 5 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22 Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,200 sq. ft. Approximate Effective Seismic Weight = 2,200 sq. ft. x 30 psf ave. = 66,000 LBS DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-16 Cs = SDS R l e EQ'N 12.8-2 ASCE 7-16 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALL e l = 1.0 IMPORTANCE FACTOR SDS = 2/3 x S MS EQ'N 11.4-3 ASCE 7-16 SMS = FA x SS EQ'N 11.4-1 ASCE 7-16 SMS = 1.2 x 1.5 = 1.8 SDS = 2/3 x 1.8 = 1.2 Cs = 1.2 6.5 1 = 0.185 EQ'N 12.8-2 ASCE 7-16 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224- 406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Sht # 6 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22 V = 0.185 x 66,000 LBS = 12,210 LBS EQ'N 12.8-1 ASCE 7-16 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC WEIGHT = 66,000 LBS NEW SOLAR ARRAY 3 PSF x 22 PANELS x 3.3' x 5.5' = 1,198 LBS= NEW SEISMIC WEIGHT = 66,000 LBS + 1,198 LBS = 67,198 LBS THEREFORE NEW BASE SHEAR: V = 0.185 x 67,198 = 12,432 LBS EQ'N 12.8-1 ASCE 7-16 % CHANGE = 12,432 LBS - 12,210 LBS 12,210 LBS x 100 = 1.8 % < 10% OK OK. PER ASCE 7-16 SECTION 11.B.3 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. "Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations EXISTING BASE SHEAR Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224- 406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Sht # 7 of 7 2021-417 Solar Deployed Francisco Pelayo Residence Date: February 05, 20212021-417 Solar Deployed Fransisco Pelayo Residence2021-419 Better Earth Erlinda San Jose Residence Date: February 05, 2021 Exp. 3-31-19 No. C58724 NITRAMW.DYO REGISTEREDPROFESSIONALENGINEER C V L FOETATS ALIFORNIAICIL -23 Date: June 04, 20212021-2029 Better Earth Emily Golding Residence Date: July 26, 20212021-2938 Better Earth Gary Richardson Residence Date: July 26, 20212021-2941 Better Earth Heather Kelly Residence Date: July 30, 20212021-3015 Better Earth Sally West Residence Date: December 13, 20212021-5468 Better Earth Kimberly Adams Residence2022-044 Divine Power Michael Teal Residence Date: January 6, 2022 Date: February 1, 20222022-367 Connect Solar Joshua Georgopoulos Residence Date: May 09, 20222022-2018 New Gen Solar Benjamin Ferenc Residence 2634 N Oakmont Ave05/24/22