The URL can be used to link to this page

Home My WebLink About1105 S Karen - PlanA B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : S P S 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H A R E N A V E N U E SA N T A A N A C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I A S 2 R C A 9 2 5 0 3 P: ( 86 6 ) 46 4 -89 6 8 CS L B 9 9 7 0 5 4 ( B C - 1 0 C - 4 6 C - 3 9 ) XGU Y O U C O N S T R U C T I O N , IN C . PV-1 PROJECT INFORMATION/SCOPE OF WOR VICINITY MAP PLAN SET LEGEND SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR COMBINER BOX INVERTER SUB AC DC SLC INV JUNCTION BOXJB ABBREVIATIONS EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBINGEMT RIGID METALLIC CONDUITRMC VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP AHJ NOTES PV MONITORINGM NOT TO SCALENTS MAIN SERVICE PANELMSP PR O J E C T I N F O R M A T I O N ENPHASE AC SOLAR PVENCOMBINER BOX 11 X 400 W CSI S C. L CS6R-400MS-HL ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 11 X 290 W E E IQ8PLUS-72-2-US (SI1-JUN20) (240V) SYSTEM SIZE:4.400 W DC STC 4.017 W CEC-AC ARRAY AREA:231 SF PANEL UPGRADE:225 A AHJ:CITY OF SANTA ANA APN: 108-345-07 JORGE MAGALLON 1105 SOUTH AREN AVENUE SANTA ANA CA 92704 PROJECT SITE ELECTRIC VEHICLEEVOUTLET FLEXIBLE METALLIC CONDUITFMC PERFORMANCE METER STORAGE BATTERYBAT PLP PROTECTED LOAD PANEL AUTHORITY HAVINGAHJ JURISDICTION RIGID GALVANIZED STEELRGS ENERGY STORAGEESS SYSTEM INSTALLATION OF NEW SOLAR PV & ESS SYSTEM: IQS ENPHASE IQ SYSTEM CONTROLER 3 SHEET INDEX APPLICABLE CODES PV-1 PROJECT INFORMATION PV-1A SITE PLAN HOUSE PHOTO PV-1B FIRE ACCESS PATHWAY PLAN PV-2 ROOF PLAN PV-2A ATTACHMENT DETAILS PV-2B OTHER DETAILS PV-2C BATTERY DETAILS PV-3 ELECTRICAL LINE DIAGRAM & ELECTRICAL CALCULATIONS PV-3A ELECTRICAL NOTES PV-3B LOAD CALCS PV-4 & 4A REQUIRED SIGNAGE 1 X ENPHASE IQ BATTERY 5P WITH IQ SYSTEM CONTROLLER 3 ENERGY SYSTEM RAPID SHUTDOWN SWITCHRSS LATITUDE 33.733207 - LONGITUDE -117.929364 ALL WOR TO COMPLY WITH THE FOLLOWING CODES: 2022 CA BUILDING CODE 2022 CA RESIDENTIAL CODE 2022 CA MECHANICAL CODE 2022 CA ELECTRICAL CODE 2022 CA GREEN CODE 2022 CA PLUMBING CODE 2022 CA ENERGY CODE 2022 CA FIRE CODE LOCAL JURISDICTION AMENDMENTS OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINLERED PER SECTION R314 AND R315 OF CRC 2022 ITS REQUIRED THAT SMOE ALARM AND CARBON MONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING 1000. 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. A Bldg# 101124034 Elec# 20186364 APPROVALS ELEC - MSmith The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : S P S 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 2 7 0 4 24 - 1 7 88 0 I A , S 2 R, C A 2 5 0 3 P: ( 86 6 ) 46 4 -86 8 CS L B 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 ) XGU Y O U C O N S T R U C T I O N , IN C . N SCALE: N.T.S.HOUSE PHOTOSITE PLAN PV-1A SI T E P L A N , H O U S E P H O T O ARRAY LOCATION BRANCH CIRCUIT OF PANELS TILT, AIMUTH 1 11 14, 180 & 14, 0 TOTAL # OF PANELS 11 (E) ONE-STORY HOUSE (E) DRIVEWAY (N) SOLAR PV ARRAY PER TABLE BELOW SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. FIRE ACCESS POINT 1 2 3 4 SITE PLAN LEGEND 1 TOTAL ROOF AREA:2,032 SF TOTAL MODULE AREA:231 SF TOTAL ROOF COVERAGE:11.4 5 (N) PV & ESS EQUIPMENT MICROINVERTER WITH BUILT IN RAPID SHUTDOWN LOCATED AT EACH MODULE 3 4 2 6 SCALE: 1":15'-0" 5 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 IQS PLP MSP ACEN BA T (E) PATIO COVER6 7 47'-0" 23'-5" 7' - " 7' - " 117'-6" 65 ' - 2 " 116'-" 65 ' - 2 " S O U T H K A R E N A V E N U E PL PLPL PL A RSS B (N) MSP TO BE IN SAME LOCATION AS EXISTING 8 8 ADU UNDER SEPARATE PERMIT 7 B AC A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 86 6 ) 46 4 -89 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . SCALE: 1":10'-0"ROOF PLAN N ARRAY & ROOF INFO MODULE TYPE, DIMENSIONS & WEIGHT PV-2 RO O F P L A N ACCESSES IDENTIFIED ARE AT STRONG POINTS OF ROOF WHICH DO NOT HAVE OPENINGS BELOW LADDER ACCESSES. PER CRC R331.4.1. 1 2 1 LAYER OF COMP SHINGLE 1 LAYER OF COMP SHINGLE 2x6 RAFTERS @ 16" o.c 2x6 RAFTERS @ 16" o.c 180 90 14 14 128 250 180 90 14 14 42 84 2.1%4.1% 2 4 64 64 Roof Plane Roof Type: Roof Framing: Roof Azimuth (deg): Roof Slope (deg): Roof Area (sf): Array Azimuth (deg): Array Tilt (deg): Array Area (sf): % Coverage of Roof # of Panels Attachment spacing (in): PANEL TYPE:CS6R-400MS-HL PANEL WEIGHT:49.4 LB PANEL DIMENSIONS:67.8 IN. X 44.6 IN. PANEL AREA:21.00 SF UNIT WEIGHT OF PANELS:49.4LB/21SF =2.35 PSF RACKING 0.19 PSF AREA PER ATTACHMENT:6'X2.83'=17.0 SF WEIGHT PER ATTACHMENT:17SFX2.54PSF =45.9 LB 3 1 LAYER OF ROLLED COMP 2x6 RAFTERS @ 16" o.c 90 5 510 90 5 105 5.2% 5 64 ALL ARRAY AND ROOF INFORMATION IS SHOWN TO THE RIGHT INCLUDING FRAMING AND ATTACHMENT SPACING. Roof Plane Roof Type: Roof Framing: Roof Azimuth (deg): Roof Slope (deg): Roof Area (sf): Array Azimuth (deg): Array Tilt (deg): Array Area (sf): % Coverage of Roof # of Panels Attachment spacing (in): CONDUIT SHALL BE EMT CONDUIT (EXTERIOR) OR EMT OR FMC AS AHJ ALLOWS (INTERIOR), CONTRACTOR TO RUN CONDUIT ON ROOF AND UNDER EAVES OR WITHIN ATTIC. CONDUIT RUN TO BE DETERMINED AT THE TIME OF INSTALL. ANY EXPOSED CONDUIT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. FIRE ACCESS POINT1 2 3 ROOF PLAN LEGEND 4 (N) CONDUIT ROUTE 2 (E) INTERIOR RAFTER SUPPORT 5 (E) EXTERIOR WALL 1 3 4 MICROINVERTER WITH BUILT IN RAPID SHUTDOWN LOCATED AT EACH MODULE (E) ROOF VENT (E) PLUMBING VENT 6 6 5 RSS PLP MSP ACEN 1' - 6 " 6' - 1 " 12'-4" 2'-0" 12'-3" BA T 1' - 6 " 2'-6"1'-6 " 1'- 1 0 " 2'-6" 1'-2 " 3' - 0 " 2'-11" 16 ' - 5 " R1 R1 R2 R3 SL O P E SLOPE SLOPE JB IQS 9'-5" B B A B 5/ 2 2 / 2 0 2 5 - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 8 6 6 ) 4 6 4 - 8 9 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . SCALE: 1":15'-0" N FIRE ACCESS PATHWAYS & RIDGE SETBACK PLAN PV-1B PA T H W A Y P L A N TOTAL ROOF AREA:2,032 SF TOTAL MODULE AREA: 231 SF TOTAL ROOF COVERAGE:11.4 % FI R E A C C E S S R324.6.1 PATHWAYS: NOT LESS THAN TWO MINIMUM 36-INCHWIDE 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. 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. 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 SETBACK AT RIDGE: FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN AN 18-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. R324.6.4 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-INCH-WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. LEGEND 36" ACCESS PATHWAYS 18" SETBACK ON BOTH SIDES OF RIDGE PER R324.6.2 PATHWAY ON STREET OR DRIVEWAY1 SIDE OF THE ROOF FIRE ACCESS POINT2 18" SETBACK TO HIP/VALLEY 1 2 A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 86 6 ) 46 4 -89 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . EVEREST SPLICE FOOT XL 5/16" STAINLESS STEEL LAG BOLT MIN. 2.5"PENETRATION SEALED W/ M1 SEALANT (E) ROOF FRAMING, SEE ROOF INFO MATCH (E) ROOF SLOPE PV MODULES FLASHING KIT EVEREST CROSSRAIL 44-X 312"EXISTING 2"X6" RAFTERS @ 16" O.C. 6'-1" EXISTING 2"X6" RAFTERS @ 16" O.C. (E) INTERIOR WALL 12'-3" EXISTING 2"X6" RAFTERS @ 16" O.C. EXISTING 4"X10" BEAM EXISTING EXTERIOR WALL PV-2A AT T A C H M E N T D E T A I L S SCALE: 1/2" = 1'-0"ATTACHMENT DETAILSCALE: 1/2" = 1'-0"RAFTER SECTION DETAIL ROOF 1 SCALE: 1/2" = 1'-0"RAFTER SECTION DETAIL ROOF 2 SCALE: 1/2" = 1'-0"RAFTER SECTION DETAIL ROOF 3 B A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S E D F R : P E R M I T DA T E : S P S 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S T H A R E N A V E N E SA N T A A N A C A 2 0 2- 1 88 0 I A S 2 R C A 2 5 0 3 P: 8 -8 8 CS L B 0 5 B C - 1 0 C - C - 3 GU Y O U C O N S T R U C T I O N , IN C . SI N G L E L I N E D I A G R A M PV-3 SCALE: N.T.S.ELECTRICAL SINGLE LINE DIAGRAM 00 V NEMA 3R / ERSTRIP R PLARIS IT CNNECTRS NCTIN BA E ELECTRICAL EIPMENT CALLTS STRINGS CNNECTED IN PARALLEL SEE PV-3A FR ELECTRICAL NTES B .00 DC STC .01 CEC-AC SLAR ARRA 11 CSI S C. L 00 MDLES TTAL PANEL DECAL CSI S C. L CSR-00MS-HL 00 V 30.8V V 3.8V I 13.85A I 12.A CEC PTC PER3.5 BRANCH CIRCIT F PANELS TILT AIMTH 1 11 1 180 1 0 TOTAL # OF PANELS 11 E E I8PLS-2-2-S SI1-N20 20V INVERTER MA DC VLTAGE: 0V DC VLTAGE INPT RANGE: 25-58V 20V PEA PER TRACING VLTAGE: 2-5V 20V AC NMINAL VLTAGE/RANGE: 211-2V 20V MA AC TPT CRRENT: 1.21A CEC EIGHTED EFFICIENC: 20V 0.29kW INVERTER UNGROUNDED ENPHASE ENERGY IQ8PLUS-72-2-US (SI1-JUN20) (240V) (240V) INVERTER 240 VAC, 1.21 A NEMA 3R, UL LISTED, (WITH INTEGRATED DC DISCONNECT) 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 310.15(B)(3)© (oC)ADJUSTED TEMP TEMP CORRECTION ROOF 2 -0.2 1.0 31 ABOVE 7/8" MIN.0 31 .96 WALL 2 31 N/A 0 31 .96 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 INVERTER QTY:AC OUTPUT CURRENT CEC 690.8(A) STRING AMPS GROUND SIZE GROUND TYPE OCPD CHECK 1 NONE 2 12 TRUNK CABLE 15 90°C ROOF 31 30 X 0.96 X 1 =28.8 25 11 X 1.21 X 1.25 =16.64 #6 SBC NONE 2 3/4" EMT 2 10 THWN-2 70 90°C ROOF 31 40 X 0.96 X 1 =38.4 35 11 X 1.21 X 1.25 =16.64 #8 THWN-2 20A 2P 2a 3/4" EMT 2 10 THWN-2 5 90°C WALL 31 40 X 0.96 X 1 =38.4 35 1 X 16 X 1.25 =20 #8 THWN-2 20A 2P 3 3/4" EMT 3 10 THWN-2 30 90°C WALL 31 40 X 0.96 X 1 =38.4 35 11 X 1.21 X 1.25 =16.64 #8 THWN-2 20A 2P 4 1 1/2" EMT 3 3 THWN-2 5 90°C WALL 31 115 X 0.96 X 1 =110.4 100 (21 X 1.21)+(16)X 1.25 =36.64 #8 THWN-2 100A 2P C AC DISCNNECT 20 VAC 30A NEMA 3R L LISTED MDLES ARE CNNECTED IN PARALLEL NT IN SERIES. EACH MICRINVERTER IS EIPPED ITH RAPID SHTDN CAPABILITIES. BI-DIRECTINAL TILIT METER 1PH 120/20V 3 N 225A MAIN SERVICE PANEL NT CENTER FED BRANCH CIRCIT BB 1 MICRINVERTER PER PANEL N MAIN SERVICE DISCNNECT 20V 200A T TILIT GRID G CT R L BATTER BREAER 20 V A 2P20 0A NFT BREAER 20V E PV BREAER 20 V A 2P20 ENPHASE I ENV E N P H A S E PV BREAER 20 V 20A 2P 0A/20A NFT MNITR AD BREAER NTE: E BRANCH BREAER RELCATED FRM MAIN. IF ETENDED BEND 15A 20A CIRCITS SHALL BE CMBINATIN-TPE AFCI PRTECTED IN CMPLIANCE ITH NEC 210.12B F H 1 INTERCNNECTIN METHD PER 05.12B33: 100A ESS/PLP BREAER 30A SRGE PRTECTR BREAER 30A RANGE BREAER 30A AC NIT BREAER 10A / 225A MAIN BS RATING ENPHASE CMBINER B 125A ENPHASE I CMBINER 5 -I-AM1-20-5 20V NEMA 3R L 11 G ENPHASE I SSTEM CNTRLLER 3 F ENPHASE I BATTER-5P-1P-NA 125A PRTECTED LAD PANEL ITH 100A MAIN BREAER H100A MAIN BREAER C 2-PLE 100A ESS BREAER BACFED MAX PV VOLTAGE & CURRENT CALCS: RECRD L TEMP C: PER ASHRAE HANDB 2 TEMP CEFFICIENT V PER MANFACTRER:-0.26%/C VLTAGE CRRECTIN:1.06 MAX PV SYSTEM VOLTAGE (PER CEC 2022 690.7): (Vcorrection * Voc) (1.06*36.8) = 39V MAX PV CONTINUOUS CURRENT PER CEC 2022 690.8(A)(1): 1.25 X Isc X # STRINGS 1.25*13.85 = 17.31A B A BND AG T NDERGRND ATER SERVICE LESS THAN 5 FRM HERE IT ENTERS THE BILDING D 2 12 THN-2 1 8 GRND IN 1/2 EMT D ENPHASE RAPID SHTDN SITCH EP200G-NA-02-RSD A C A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 86 6 ) 46 4 -89 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . PV-3A EL E C T R I C A L N O T E S ELECTRICAL NOTES ADDITIONAL AHJ REQUIRED ELECTRICAL NOTES PER 2022 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. 1. PV ARRAYS ARE PER SINGLE LINE.. 2. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. 3. USE UFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER CEC 250.58. 4. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 5. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. 6. INVERTER SHALL BE PER SINGLE LINE, SEE ATTACHED CUT SHEET. 7. AC DISCONNECT SHALL BE PER SINGLE LINE. 8. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO CEC 690. 9. ALL CONDUCTORS SHALL BE 600V, 90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 10. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% 11. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 12. ALL WORK TO COMPLY WITH 2022 CALIFORNIA ELECTRIC CODE, 2022 CALIFORNIA BUILDING CODE 13. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 14. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. 15. CONDUCTORS ON ROOF ARE TO BE A MINIMUM OF 7/8" OFF OF THE ROOF SURFACE. 16.GEC TO BE CONNECTED TO EXISTING UFER. IF UFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. 17. AN INSULATED GROUNDED CONDUCTOR OF 6 AWG OR SMALLER SHALL BE IDENTIFIED AS WHITE. 18. AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN 14 AWG. 19. GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT. IF NECESSARY, SPLICES OR CONNECTIONS SHALL BE MADE AS PERMITTED. RACKING & MODULES ARE CONNECTED TO THE EGC W/ EVEREST INTEGRATED GROUND . MODULES ARE FACTORY PROVIDED W/ 2 THREADED HOLES TO FACILITATE LANDING OF THE LUGS 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 PER CEC 690.9 (A) GROUNDING: EVEREST INTEGRATED MODEL # US00_4000437 UL LISTED #2703 SCE APPROVED SAME LOCATION FOR NEW MSP B A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S E O R P E R I T AT E S P S 5/ 2 / 2 0 2 5 JO R G E M A G A L L O N 05 S O T A R E N A V E N E SA N T A A N A C A 2 0 2- 88 0 I A S 2 R C A 2 5 0 3 P 8 -8 8 CS L B 0 5 B C - 0 C - C - 3 GU Y O U C O N S T R U C T I O N , IN C . PV-3B EL E C T R I C A L N O T E S PROTECTE PANEL LOA CALCLATIONS PROTECTE PANEL SCELE AB A B 5/ 2 2 / 2 0 2 5 8/ 2 0 / 2 0 2 5 IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 86 6 ) 46 4 -89 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . PV-4 RE Q U I R E D S I G N A G E ON THE FACE OF THE MAIN SERVICE DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT (NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. ON FACE OF THE SERVICE METER PANEL: SIGNAGE AT MAIN SERVICE PANEL: MSP1 MSP2 MSP5 MSP3 MAXIMUM AC OPERATING CURRENT = 13.31A MAXIMUM AC OPERATING VOLTAGE = 240V RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM ON FACE OF THE SERVICE METER PANEL PER CEC 690.56 (C)(1)(a): SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN" SHALL UTILIZE CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8" IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16" IN BLACK ON WHITE BACKGROUND. ON RAPID SHUTDOWN SWITCH LOCATED ON OR WITHIN 3' FROM SWITCH, IN 3 8" LETTERS IN WHITE ON RED BACKGROUND ON A REFLECTIVE LABEL PER CEC 690.56 (C)(3): MSP4 WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LOCATED AT BACKFED BREAKER PER CEC 705.12(B)(2)(3)(b): FRONT OF HOME CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: MAP PLACARD ON FACE OF THE MAIN SERVICE PANEL PER CEC 705.10: MSP6 SOUTH KAREN AVENUE 1105 SOUTH KAREN AVENUE SANTA ANA, CA 92704 YOU ARE HERE SERVICE POINT & UTILITY METERING SOLAR ARRAY MSP8 WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE SHALL NOT EXCEED AMPACITY OF BUSBAR LOCATED AT MAIN SERVICE PANEL PER CEC 705.12(B)(3)(3): PROTECTED LOAD PANEL RAPID SHUTDOWN SWITCH PV COMBINER BOX PV DISCONNECT STORAGE BATTERY SYSTEM CONTROLLER A ESS DISCONNECT B MULTIPLE SOURCES OF POWER A B 5/ 2 2 / 2 0 2 5 - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 1 / 2 0 2 5 JO R G E M A G A L L O N 11 0 5 S O U T H K A R E N A V E N U E SA N T A A N A , C A 9 2 7 0 4 24 - 1 7 9 9 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 8 6 6 ) 4 6 4 - 8 9 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . PV-4A RE Q U I R E D S I G N A G E SIGNAGE AT COMBINER BOX/ SUBPANEL: E1 E2 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): ON FACE OF THE SUB PANEL:E3 E4 PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS ON FACE OF THE PV COMBINER PANELBOARD: MAXIMUM AC OPERATING CURRENT = 13.31A MAXIMUM AC OPERATING VOLTAGE = 240V SIGNAGE AT BATTERY STORAGE: ENERGY STORAGE SYSTEM DISCONNECT: NOMINAL ESS AC VOLTAGE = 240 V MAXIMUM ESS DC VOLTAGE = F1 ON THE FACE OF THE BATTERY/ESS DISCONNECT PER 706.15(C): 73.5 V F2 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE BATTERY/ESS DISCONNECT PER 706.15(C): F3 ON THE FACE OF THE BATTERY/ESS DISCONNECT PER 706.15(C): WARNING ENERGY STORAGE SYSTEM F4 BATTERY DISCONNECTING MEANS ON THE FACE OF THE BATTERY/ESS DISCONNECT PER 706.15(C): SIGNAGE AT PV DISCONNECT: C1 C2 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): MECHANICAL DATA ÅÆÞÌÆÞɩsû*ûɪ ǲǶɑǴÅûǳǸɑǴÅûǰǵɑǷÅɩǰǳɑǶǴʈûǰǸɑǴʈûǵɑǵǲʈɪɑ*¥ªåÞǱǰɑǯǵʈɩǴǲɑǴÅɪöåªÅÌêÆåÆ¥ brackets s¥ªå 7.5 kg (16.5 lbs) Ambient temperature range ɵǳǯ̆åÌǳǵ̆ɩɵǳǯ̆$åÌǰǰǴ̆$ɪ Cooling Natural convection, plus heat shield Enclosure environmental rating IêåÌÌÚɒCWb<ɵÚåĠɒCBåü×ǲWɒ×Ì¿üÚÌÆåÌÆÞåÚêåÌÆ sÚÞāÞ • ǱǯåÌǴǯÚ¼ÚÆ×êåÞɓǰǳåÌǳs%Ì××ÚÌÆêåÌÚÞ • ǵǯÚ¼ÚÚÆªÆ×êåɓǳåÌǰɢǯs%Ì××ÚÌÆêåÌÚÞ • BÆ¿ê¥ÌÅÆÌêå×êåɓǰǯåÌǱɢǯs%Ì××ÚÌÆêåÌÚÞ • Neutral and ground: 14 to 1/0 copper conductors • Always follow local code requirements for conductor sizing Communication (In-premise connectivity)Built-in CTRL board for wired communication with IQ Battery 5P and IQ System Controller 3/3G. Integrated Power Line Communication for IQ Series Microinverters Altitude Up to 2,600 meters (8,530 feet) COMMUNICATION INTERFACES -Æå¥Úåsɵ$ 802.11b/g/n (dual band 2.4 GHz/5 GHz), for connecting the Enphase cloud via the internet sɵ$ÚÆ¥ɩÚÌÅÅÆɪ 10 m Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included), for connecting to the Enphase Cloud via the internet Mobile Connect CELLMODEM-M1-06-SP-05 or CELLMODEM-M1-06-AT-05 (included with IQ Combiner 5C) Digital I/O Digital input/output for grid operator control USB 2.0 $ÌÚBÌ¿ÌÆÆå Access point (AP) mode $or connection between the IQ Gateway and a mobile device running the Enphase Installer App Metering ports Up to two Consumption CTs, one IQ Battery CT, and one Production CT Power line communication 90–110 kHz sT-Refer to https://developer-v4.enphase.com Local API Refer to guide for local API COMPLIANCE IQ Combiner g<ǰǶǳǰɒCɢ[ǱǱɑǱCÌɑǰǯǶɑǰɒbå¿ǳǶ$WɒTÚåǰǴɒ¿ÞÞɒ-[ǯǯǲ IQ Gateway UL 60601-1/CANCSA 22.2 No. 61010-1, IEEE 1547: 2018 (UL 1741-SB, 3rd Ed.) IEEE 2030.5/CSIP Compliant Production metering: ANSI C12.20 accuracy class 0.5 (PV production) aZ{BBTB® IQ System Controller 3/3G SC200D111C240US01, SC200G111C240US01 IQ Battery 5P IQBATTERY-5P-1P-NA Microinverter IQ6, IQ7, and IQ8 Series Microinverters IQC-5-5C-DSH-00007-1.0-EN-US-2023-07-12 Accessories IQC-5-5C-DSH-00007-1.0-EN-US-2023-07-12 Enphase Mobile Connect 4G-based LTE-M1 cellular modem with a 5-year data plan (CELLMODEM-M1-06-SP-05 for Sprint and CELLMODEM-M1-06-AT-05 for AT&T) Circuit breakers BRK-10A-2-240V Circuit breaker, 2-pole, 10 A, Eaton BR210 BRK-15A-2-240V Circuit breaker, 2-pole, 15 A, Eaton BR215 BRK-20A-2P-240V Circuit breaker, 2-pole, 20 A, Eaton BR220 BRK-15A-2P-240V-B Circuit breaker, 2-pole, 15 A, Eaton BR215B with hold-down kit support BRK-20A-2P-240V-B Circuit breaker, 2-pole, 20 A, Eaton BR220B with hold-down kit support CT-200-SOLID 200 A revenue grade solid core Production CT with <0.5% error rate (replacement SKU) CT-200-CLAMP 200 A clamp-style consumption and battery metering CT with <2.5% error rate (replacement SKU) IQ8 and IQ8+ Microinverters Our newest IQ8 Microinverters are the industry’s first grid-forming microinverters with split-phase power conversion capability to convert DC power to AC power efficiently. The brain of the semiconductor-based microinverter is our proprietary application-specific integrated circuit (ASIC) which enables the microinverter to operate in grid-tied or off-grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. Part of the Enphase Energy System, IQ8 Series Microinverters integrate with the Enphase IQ Battery, Enphase IQ Gateway, and the Enphase App monitoring and analysis software. IQ8 Series Microinverters redefine reliability standards with more than one million cumulative hours of power-on testing, enabling an industry-leading limited warranty of up to 25 years. Connect PV modules quickly and easily to IQ8 Series Microinverters using the included Q-DCC-2 adapter cable with plug-n-play MC4 connectors. IQ8 Series Microinverters are UL Listed as PV Rapid Shut Down Equipment and conform with various regulations, when installed according to manufacturer’s instructions. Easy to install • Lightweight and compact with plug-n-play connectors • Power Line Communication (PLC) between components • Faster installation with simple two-wire cabling High productivity and reliability • Produce power even when the grid is down • More than one million cumulative hours of testing • Class II double-insulated enclosure • Optimized for the latest high- powered PV modules Grid-forming • Complies with the latest advanced grid support • Remote automatic updates for the latest grid requirements • Configurable to support a wide range of grid profiles • Meets CA Rule 21 (UL 1741-SA) requirements © 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ8 microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. IQ8SP-DS-0002-01-EN-US-2021-10-19 DATA SHEET (1) No enforced DC/AC ratio. See the compatibility calculator at https://link.enphase.com/ module-compatibility (2) Maximum continuous input DC current is 10.6A (3) Nominal voltage range can be extended beyond nominal if required by the utility. (4) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8 and IQ8+ Microinverters INPUT DATA (DC)IQ8-60-2-US IQ8PLUS -72-2-US Commonly used module pairings1 W 235 – 350 235 – 440 Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell and 72-cell/144 half-cell MPPT voltage range V 27 – 37 29 – 45 Operating range V 25 – 48 25 – 58 Min/max start voltage V 30 / 48 30 / 58 Max input DC voltage V 50 60 Max DC current2 [module Isc]A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC)IQ8-60-2-US IQ8PLUS -72-2-US Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal (L-L) voltage/range3 V 240 / 211 – 264 Max continuous output current A 1.0 1.21 Nominal frequency Hz 60 Extended frequency range Hz 50 – 68 Max units per 20 A (L-L) branch circuit4 16 13 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor (adjustable) 0.85 leading – 0.85 lagging Peak efficiency %97.5 97.6 CEC weighted efficiency %97 97 Night-time power consumption mW 60 MECHANICAL DATA Ambient temperature range -40ºC to +60ºC (-40ºF to +140ºF) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD) 212 mm (8.3”) x 175 mm (6.9”) x 30.2 mm (1.2”) Weight 1.08 kg (2.38 lbs) Cooling Natural convection – no fans Approved for wet locations Yes Acoustic noise at 1 m <60 dBA Pollution degree PD3 Enclosure Class II double-insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor COMPLIANCE Certifications CA Rule 21 (UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer’s instructions. IQ8SP-DS-0002-01-EN-US-2021-10-19 MECHANICAL DATA Dimensions (WxHxD) 50 cm x 91.6 cm x 24.6 cm (19.7 in x 36 in x 9.7 in) Weight 39.4 kg (87 lbs) Ambient temperature range -40°C to 50°C (-40°F to 122°F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NEMA type 3R, polycarbonate construction Maximum altitude 2,500 meters (8,200 feet) WIRE SIZES Connections (All lugs are rated to 90°C) Main lugs and backup load lugs CSR breaker bottom wiring lugs AC combiner lugs, IQ Battery lugs, and generator lugs Neutral (large lugs) Cu/Al: 6 AWG–300 kcmil Cu/Al: 2 AWG–300 kcmil 14 AWG–2 AWG Cu/Al: 6 AWG–300 kcmil Neutral and ground bars Large holes (5/16–24 UNF) Small holes (10–32 UNF) 14 AWG–1/0 AWG 14 AWG–6 AWG COMPLIANCE Compliance (under progress) UL 1741, UL 1741 SA, IEEE 1547:2018 (UL 1741-SB, 3rd Ed.), UL 1741 PCS CRD, UL1 998, UL 869A, UL 675, UL 5087, UL 50E7 CSA 22.2 No. 107.1, 47 CFR Part 15 Class B, ICES 003, ICC ES AC156. The IQ System Controller 3/3G is approved for use as service equipment in the United States WARRANTY Limited warranty (restrictions apply) Up to 10 years (EP200G-NA-02-RSD is warrantied for 5 years) COMPATIBILITY 8 IQ Battery 5P IQBATTERY-5P-1P-NA Microinverters IQ6, IQ7, IQ8, and M9 Series Microinverters10 IQ Combiner 5/5C X-IQ-AM1-240-5C, X-IQ-AM1-240-5 Communications Kit 2 COMMS-KIT-02 ALTERNATIVE BREAKERS FOR EATON LOAD CENTRE GE/ABB THQL21xx (20/40/60/80 A) Siemens Q2xx (20/40/60/80 A) Siemens (quad breaker) Q24020CT2 (20/40 A) (7) Sections from these standards were used during the safety evaluation and included in the UL 1741 listing. (8) For more details, refer to IQ System Controller 3/3G Quick Install Guide. (9) M Series microinverters can only be supported in states that have not yet adopted IEEE 1547:2018. (10) Enphase does not support mixing IQ8 Series Microinverters with other Series on the same IQ Gateway. DATASHEET IQSC-3-DSH-00021-2.0-EN-US-2023-07-11 Figure 1A: Installing DER breakers for IQ8 System without generator Additional IQ Battery 5P Use a correctly sized breaker. Hold-down capability integrated in load center Hold-down kit arm Hold-down kit screw Solar breaker Use a correctly sized breaker. Hold-down capability integrated in load center Storage breaker Use a correctly sized breaker. Hold-down capability integrated in load center Pre-wired red and black wires Connect to storage and solar breakers Pre-wired red and black wires Connect to the DER breaker NFT and IQ Gateway breaker Factory installed quad breaker (Siemens or Eaton). NFT pre- wired to 40 A terminal of the quad breaker. Connect IQ Gateway L1 and L2 to 20 A L1, L2 terminals of the quad breaker respectively L1 - IQ Gateway L1 - NFT L2 - NFT L2 - IQ Gateway L1 - NFT L1 - IQ Gateway L2 - IQ Gateway L2 - NFT Siemens breaker Eaton breaker IQSC-3-DSH-00021-2.0-EN-US-2023-07-11 IQ Battery 5P BATTERY Total capacity 5.0 kWh Usable capacity 5.0 kWh DC round-trip eěciency 96% Nominal DC voltage 76.8 V Maximum DC voltage 86.4 V Ambient operating temperature range (charging) -20°C to 50°C (-4°F to 122°F) non-condensing Ambient operating temperature range (discharging) -20°C to 55°C (-4°F to 131°F) non-condensing Optimum operating temperature range 0°C to 30°C (32°F to 86°F) Chemistry Lithium iron phosphate (LFP) MECHANICAL DATA Dimensions (HxWxD) 980 mm x 550 mm x 188 mm (38.6 in x 21.7 in x 7.4 in) Lifting weight 66.3 kg (146.1 lbs) Total installed weight 78.9 kg (174 lbs) Enclosure Outdoor–NEMA 3R IQ8D-BAT Microinverter enclosure NEMA type 6 Cooling Natural convection Altitude Up to 2,500 meters (8,202 feet) Mounting Wall-mount or pedestal-mount (sold separately) FEATURES AND COMPLIANCE Compatibility Compatible with IQ and M Series Microinverters, IQ System Controller 3/3G, IQ Combiner 5/5C, and IQ Gateway for grid-tied and backup operation Communication Wired control communication Services Backup, Self-Consumption, TOU, and NEM integrity Monitoring Enphase Installer Platform and Enphase App monitoring options; API integration Compliance CA Rule 21 (UL 1741-SA), IEEE 1547:2018 (UL 1741-SB, 3rd Ed.) CAN/CSA C22.2 No. 107.1-16 UL 9540, UL 9540A, UN 38.3, UL 1998, UL 991, NEMA Type 3R, AC156 EMI: 47 CFR, Part 15, Class B, ICES 003 Cell module: UL 1973, UN 38.3 Inverters: UL 62109-1, IEC 62109-2 LIMITED WARRANTY Limited warranty >60% capacity, up to 15 years or 6,000 cycles5 IQB-5P-DSH-00010-2.0-EN-US-2023-07-26 5 Whichever occurs Ġrst. Restrictions apply © 2023 Enphase Energy. All rights reserved. Enphase, the e and CC logos, IQ, and certain other marks listed at https://enphase.com/trademark-usage-guidelines are trademarks of Enphase Energy, Inc. in the US and other countries. Data subject to change. Revision history ~'§BBa[DATE DESCRIPTION DSH-00010-2.0 July 2023 • Added battery isometric view on the Ġrst page. • Editorial updates. DSH-00010-1.0 May 2023 Initial release. IQB-5P-DSH-00010-2.0-EN-US-2023-07-26 CS6R-380|385|390|395|400|405MS-HL 380 W ~ 405 W MORE POWER MORE RELIABLE Comprehensive LID / LeTID mitigation technology, up to 50% lower degradation Module power up to 405 W 405 W Minimizes micro-crack impacts Better shading tolerance Lower LCOE & system cost IEC 61215 / IEC 61730 / CE CEC listed (US California) / FSEC (US Florida) UL 61730 / IEC 61701 / IEC 62716 Take-e-way * For detailed information, please refer to the Installation Manual. Heavy snow load up to 8100 Pa, wind load up to 5000 Pa* HiKu6 (All-Black) ALL BLACK MONO PERC products you order or use. Please contact your local Canadian Solar sales representative in which the products will be used. PRODUCT CERTIFICATES* ISO 9001:2015 / Quality management system ISO 14001:2015 / Standards for environmental management system ISO 45001: 2018 / International standards for occupational health & safety MANAGEMENT SYSTEM CERTIFICATES* Years Years Industry Leading Product Warranty on Materials and Workmanship* Linear Power Performance Warranty* 1st year power degradation no more than 2% Subsequent annual power degradation no more than 0.55% *Subject to the terms and conditions contained in the applicable Canadian Solar Limited Warranty Statement. Also this 25-year limited product warranty is available only for prod- ucts installed and operating on residential rooftops in certain regions. is committed to providing high quality solar photovoltaic modules, solar energy and battery storage solutions to customers. The company was recognized as the No. 1 module supplier for quality and performance/price ratio in the IHS Module Customer Insight Survey. Over the past 20 years, it has successfully delivered over 70 GW of premium-quality solar modules across the world. CSI SOLAR (USA) CO., LTD. CSI SOLAR (USA) CO., LTD. 1350 Treat Blvd. Suite 500, Walnut Creek, CA 94598, USA | www.csisolar.com/na | service.ca@csisolar.com PARTNER SECTION ENGINEERING DRAWING (mm) Rear View CS6R-400MS-HL / I-V CURVES products due to the on-going innovation and product enhancement. CSI Solar Co., Ltd. reserves the right to make necessary adjustment to the information described herein at any time without further notice. have professional skills and please carefully read the safety and installation instructions before using our PV modules. V A V A 1000 W/m2 800 W/m2 600 W/m2 400 W/m2 200 W/m2 5°C 25°C 45°C 65°C MECHANICAL DATA Data Cell Type Mono-crystalline Cell Arrangement 108 [2 X (9 X 6) ] Dimensions Weight 22.4 kg (49.4 lbs) Front Cover 3.2 mm tempered glass with anti-ref-lective coating Frame Anodized aluminium alloy, J-Box IP68, 3 bypass diodes Cable 4 mm2 (IEC), 12 AWG (UL) Connector T6, MC4, MC4-EVO2 or MC4-EVO2A Cable Length (Including Connector) 1550 mm (61.0 in) (+) / 1100 mm (43.3 in) (-)* Per Pallet 30 pieces Per Container (40' HQ) 780 pieces * For detailed information, please contact your local Canadian Solar sales and technical representatives. 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 06550554045303520251015 06550554045303520251015 0 ~ + 10 W 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 ELECTRICAL DATA | STC* CS6R-380/385/390/395/400/405MS-HL Nominal Max. Power (Pmax) 380 W 385 W 390 W 395 W 400 W 405 W Opt. Operating Voltage (Vmp)30.0 V 30.2 V 30.4 V 30.6 V 30.8 V 31.0 V Opt. Operating Current (Imp) 12.69 A 12.77 A 12.84 A 12.91 A 12.99 A 13.07 A Open Circuit Voltage (Voc) 36.0 V 36.2 V 36.4 V 36.6 V 36.8 V 37.0 V Short Circuit Current (Isc) 13.55 A 13.63 A 13.70 A 13.77 A 13.85 A 13.93 A 19.5% 19.7% 20.0% 20.2% 20.5% 20.7% Operating Temperature -40°C ~ +85°C Max. System Voltage 1000V (IEC/UL) Module Fire Performance TYPE 2 (UL 61730 1000V) or CLASS C (IEC 61730) Max. Series Fuse Rating 25 A Class A Power Tolerance * Under Standard Test Conditions (STC) of irradiance of 1000 W/m2, spectrum AM 1.5 and cell tempe- rature of 25°C. ELECTRICAL DATA | NMOT* CS6R-380/385/390/395/400/405MS-HL Nominal Max. Power (Pmax) 284 W 288 W 291 W 295 W 299 W 303 W Opt. Operating Voltage (Vmp)28.1 V 28.3 V 28.4 V 28.6 V 28.8 V 29.0 V Opt. Operating Current (Imp) 10.12 A 10.19 A 10.26 A 10.33 A 10.39 A 10.45 A Open Circuit Voltage (Voc) 33.9 V 34.1 V 34.2 V 34.4 V 34.6 V 34.7 V Short Circuit Current (Isc) 10.91 A 10.98 A 11.05 A 11.11 A 11.17 A 11.23 A * Under Nominal Module Operating Temperature (NMOT), irradiance of 800 W/m2, spectrum AM 1.5, ambient temperature 20°C, wind speed 1 m/s. TEMPERATURE CHARACTERISTICS Data -0.34 % / °C -0.26 % / °C 0.05 % / °C Nominal Module Operating Temperature 42 ± 3°C Mounting Hole Frame Cross Section A-A 9 14 R 35 35 A-A AA A 1134 17 2 2 14 0 0 99 0 1084 35 80 8-14x9 3U[TZOTM .URK -XU[TJOTM .URK 80 CSI SOLAR (USA) CO., LTD.Aug 2022 | All rights reserved | PV Module Product Datasheet v1.1C25_F23_J1_NA CrossRail System DATA SHEET K2 Flash Comp Kit Waterproofing /Water Shield redirects water away from penetration /K2 EverSeal preassembled on L-Foot /EPDM backed sealing washing on lag screw In-Rail Wire Management /4 open channel rail types available /Wires help with clamps and wire management clips /3 clip types available 2 PRODUCT FEATURES /High quality, German-engineered system for residential and commercial installations /4 rail sizes available to suit all structural conditions /Universal components for all rail types /Use 2 innovative components to turn this system into Shared Rail or Tilt Up /MK3 technology provides highest rail engagement /Roof attachments for all roof types /100% code compliant, structural validation for all solar states /Fast installation with minimal component count result in low total installed cost CrossRail System Roof Type Composition shingle, tile, standing seam, corrugated metal, trapezoidal metal Material High corrosion resistance stainless steel and high grade aluminum Flexibility Modular construction, suitable for any system size, height adjustable PV Modules For all common module types Module Orientation Portrait and landscape Roof Connection Rafter or deck connection depending on selected roof attachment Structural Validity IBC compliant, stamped engineering letters available for all solar states Certifications UL 2703, ASCE 7–16, Class A Fire Rating Warranty 25 years TECHNICAL DATA Figure 1B: Installing DER breakers for IQ8 System with generator Hold-down kit screw Generator breaker Use a correctly sized breaker. Hold-down capability integrated in load center Hold-down kit arm NFT and IQ Gateway breaker Factory installed quad breaker (Siemens or Eaton). NFT pre- wired to 40 A terminal of the quad breaker. Connect IQ Gateway L1 and L2 to 20 A L1, L2 terminals of the quad breaker respectively Solar breaker Use a correctly sized breaker. Hold-down capability integrated in load center Pre-wired red and black wires Connect to storage and solar breakers Pre-wired red and black wires Connect to the generator breaker Storage breaker Use a correctly sized breaker. Hold-down capability integrated in load center L1 - IQ Gateway L1 - NFT L2 - NFT L2 - IQ Gateway L1 - NFT L1 - IQ Gateway L2 - IQ Gateway L2 - NFT Siemens breaker Eaton breaker IQSC-3-DSH-00021-2.0-EN-US-2023-07-11 1 2 3 4 1 2 3 4 1 3 4 2 1 2 3 4 1 2 3 4 Wiring for systems with non-IQ8 Microinverters Wiring for systems with IQ8 Microinverters System Shutdown header System Shutdown headerSystem Shutdown Switch Butt splice wire connectors Butt splice wire connectors 12 AWG wires 16 AWG wires 12 AWG wires 16 AWG wires Figure 2: Wiring System Shutdown Switch IQSC-3-DSH-00021-2.0-EN-US-2023-07-11 CITY OF SANTA ANA Planning and Building Agency Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 RESID NTIARpproved PHOTOV .OMIT ISSUANCE CHEC LIST Master ID: _ - Date. 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: 110 '5- S. f: rC~ - Bantu. A" CA C1 El o y Contractor Company Name: b u4o (0nstry i3On (, Contractor License Number: g6110 -y 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. �d ❑ Will the PV system be installed on a roof having only one roofing layer with no �( overlays? L.J 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. LJ ❑ Will the PV system weigh maximum 4 pounds per square feet or less? 5. Ly ❑ Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. 0 ❑ 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. 0 ❑ 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. L4 ❑ 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 Caliform hat the hove is true: Print Name: -,i\4c_r SU46VA Signature: Phone Number: d-(6- b Date: C1'La -I- Email Address: Rev: 7/15/2021 06/24/2025 City of Santa Ana 1105 South Karen Avenue Santa Ana CA 92704 Permit Number: 101120022 and 20183391 To Whom It May Concern, I, Jorge Magallon would like to request the cancellation of the Solar and Solar/Battery backup/service upgrade permit numbers 101120022 and 20183391 for my property located at 1105 S. Karen Ave Santa Ana CA 92704. I have canceled my contract with my previous contractor Levion Construction and would like to proceed with Guyou Construction Inc as my primary contractor for the solar, battery backup and service upgrade for my property Please feel free to contact me directly if you may have any questions or concerns. My phone number is 714-881-6063 Thank you for your consideration. Jorge Magallon A quien corresponda, Yo, Jorge Magallón, solicito la cancelación de los permisos de energí a solar y de respaldo de baterías/actualización de servicio, números 101120022 y 20183391, para mi propiedad ubicada en 1105 S. Karen Ave, Santa Ana, CA 92704. He cancelado mi contrato con mi contratista anterior, Levion Construction, y deseo que Guyou Construction Inc. sea mi contratista principal para la energí a solar, el respaldo de baterías y la actualización de servicio de mi propiedad. No dude en contactarme directamente si tiene alguna pregunta o inquietud. Mi número de teléfono es 714-881-6063. Gracias por su consideración. Jorge Magallón Jorge Villanueva Magallon (Jun 25, 2025 08:59 PDT) Jorge Villanueva Magallon (Jun 25, 2025 08:59 PDT) 06/25/2025 06/25/2025 1105 S Karen St Carta De Cancelacion Final Audit Report 2025-06-25 Created:2025-06-24 By:Inspections Guyou (inspections@guyouconstruction.com) Status:Signed Transaction ID:CBJCHBCAABAAlzZLBMFz_UfLQBJ1NHgMh-vGw6GI5PBC "1105 S Karen St Carta De Cancelacion" History Document created by Inspections Guyou (inspections@guyouconstruction.com) 2025-06-24 - 8:01:03 PM GMT Document emailed to cmorena23@gmail.com for signature 2025-06-24 - 8:01:06 PM GMT Email viewed by cmorena23@gmail.com 2025-06-25 - 3:47:47 PM GMT Signer cmorena23@gmail.com entered name at signing as Jorge Villanueva Magallon 2025-06-25 - 3:59:14 PM GMT Document e-signed by Jorge Villanueva Magallon (cmorena23@gmail.com) Signature Date: 2025-06-25 - 3:59:16 PM GMT - Time Source: server Agreement completed. 2025-06-25 - 3:59:16 PM GMT CITY OF SANTA ANA Planning and Building Agency v GUYOU CONSTRUCTION, INC. 11 / 18/2024 To whom it may concern, Approved FOR PERMIT ISSUANCE Master ID: Date: This letter is to authorize the following to pull permits and business licenses on behalf of Guyou Construction Inc. CSLB license 997054 (B, C-10, C-39, C-46) valid through 9.6.2026 • Mario Baca • David Vitela • Desiree Luna • Francine Garcia • Jenifer Sandoval • Raul Alarcon -Hernandez • Marlon Viruete • Mauricio Corrales • Nico Matas • Keith Greetis • Arthur Honore • Hector Avina • Jacob Muniz • Jaime Chavez Marcus Gayou CEO 9880 Indiana Ave Ste 2 Riverside, CA 92503 11.866.GO.GUYOU I info@guyouconstruction.com CSLB #997054 - B, C-10, C-39, C-46 CITY OF SANTA ANA Planning and BuildingAgency CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDG Approved 'PERMIT ISSUA CE IA notary public or other officer completing this certificate verifies only the identity of tle individual who signed) the document to which this certificate is attached, and not the truthfulness, accuracy, or v Wfli at document. State of California County of ;-;vev"$i 4p- On it / m bob q before me, Michael Tannar, Notary Public (Here insert name and title of the officer) personally appeared /A rzflo u. & a o Vt who proved to me on the basis of satisfactory evidence to be the person44-whose name(&-) is/ere-subscribed to the within instrument and acknowledged to me that he/may-executed the same in his/fir authorized capacity(ics), and that by his/ha0 lreh-Signature(&) on the instrument the person(s}, or the entity upon behalf of which the person(sl'a-cted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 00-0-00-0-00 WITNESS my hand and official seal. Signature of Notary Public (Notary Seal) MICHAEL TANNAR COMM. # 2376861 F -�d NOTARY PUBLIC - CAUFORNIA; SAN BERNARDINO COUNTY My Comm. E*kw SepWnbw 2a, 202s ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT lR0#10',41' eg f,04 Tv /v 1r/ (Title or description of attached document) (Title or description of attached document continued) Number of Pages , Document Date/J (Additional information) CAPACITY CLAIMED BY THE SIGNER ❑ Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California mast contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is ij' a document is to be recorded outside of California. In such instances, any alternative acknowledgment verbiage as may he printed on such a document .ro long as the verbiage does not require the notary to do something that is illegal fur a notary in California (i.e. certif ing the attthuri=ed capacity of the signet). Please check the document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect fortes (i.e. he/she/they,— is /ere) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotayClasses.com Owner: Jorge Magallon Address: 1105 South Karen Ave., Santa Ana, CA 92704 Sheet Item 1-2 Wind parameters 3-4 Seismic parameters and determination of Fp 5 design loads, roof member check, wind uplift check, deflection 6 attachment check 7 lateral check Project Number: GUC-3060 Date: BASIS FOR DESIGN CODE:2022 California Building Code ASCE 7-16 LIVE LOADS ROOF 20.0 psf SNOW 0.0 psf CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS INDEX TO CALCULATIONS Engineering Calculations Performed By: Doug Engineering 5 Via Belmonte, Rancho Santa Margarita, CA 92688 949-285-5104 Engineering Calculations For: Guyou Construction, Inc. 9880 Indiana Avenue, Suite 1, Riverside, CA 92503 (866) 464-8968 5/22/2025 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope -  = Angle of plane of roof from horizontal, in degrees  =14 deg Mean Roof Height - Eave height will be used for  <= 10deg h = 22 ft Building dimensions s1 = 30 ft s2 = 30 ft a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of the least horizontal direction or 3 f a = 3 ft B = Horizontal dimension of building normal to wind direction, in ft. B = 20 ft Horizontal dimension of building Attachment Spacing Effective Area A = 9 ft2 p = qh(GCp)(E)(a)29.4-7 Velocity pressure Exposure Coefficient ROOF OVERHANG Wind Exposure C (GCp)down = 0.55 0.55 Kzt =1 (GCp)upz1 = -2 -2.5 Kd =0.85 (GCp)upz2e = -2 -2.5 Kz =0.85 (GCp)upz2n = -3 -3.5 Ke =1 (GCp)upz2r = -3 -3.5 E =1 (GCp)upz3e = -3 -4.1 a = 0.82 (GCp)upz3r = -3.6 -4.7 V = 110 mph qh = 0.00256KzKztKdKeV2 qh = 22.4 psf p = 18.368 *(GCp) FIGURE 30.3-2B Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Gable roofs 7<=20deg ASCE 7-16 1 Wind Pressures Wind Down - All Zones 10.1 psf 10 psf, MIN ROOF OVERHANG Zone 1 -36.74 psf -45.92 psf Zone 2e -36.74 psf -45.92 psf Zone 2n -55.1 psf -64.29 psf Zone 2r -55.1 psf -64.29 psf Zone 3e -55.1 psf -75.31 psf Zone 3r -66.12 psf -86.33 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -36.74 psf -45.92 psf 0.6*W -22 psf -27.6 psf ASCE 7-16 2 Soil Site Class = D Risk Category = II SS = 2.887 Mapped Spectral Response acceleration in short periods S1 = 0.954 Mapped Spectral Response acceleration at one second periods SS< 0.25 SS= 1.0 SS>1.25 SS>1.5 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.3 1.2 1.2 1.2 1.6 1.1 1.0 1.0 2.4 - - - - - - - Fa = 1.200 (interpolated) SMS = Fa*SS = 3.464 Min. 1.2 per 11.4.3 S1< 0.1 S1= 0.4 S1>0.5 S1>0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.5 1.5 1.5 1.4 2.4 1.6 1.5 1.7 4.2 - - - - - - - Fv = 1.700 (interpolated) SM1 = Fv*S1 = 1.622 SDS = 2/3 *SMS = 2.31 SD1 = 2/3 *SM1 = 1.081 SDS RISK CATEGORY SD1 RISK CATEGORY > I, II III IV > I, II III IV 0 A A A 0 A A A 0.167 B B C 0.067 B B C 0.33 C C D 0.133 C C D 0.5 D D D 0.2 D D D Seismic Design Category = E ASCE 7-16 Table 1613.2.3(1) Values of Site Coefficient Fa F - 1.2 SITE CLASS SS= 0.5 SS= 0.75 A 0.8 0.8 B 1.2 0.9 D 1.4 0.9 0.8 0.8 1.3 Table 1613.2.3(2) 0.8 Values of Site Coefficient Fv S1= 0.2 S1= 0.3SITE CLASS 1.7 A 0.8 1.3 C E - 1.5 1.5 B E - - F - - 2.2 2.0D C Seismic Use Group = I Seismic Design Category = E I = 1 SS = 2.887 S1 = 0.954 SMS = 3.464 SM1 = 1.622 R = 6.5 Height = 11.375 T = 0.035*hn^.75 = 0.21679 r (Reliability/Redundancy Factor) = 1 SDS = 2.31 SD1 = 1.081 (ASCE 7-16 12.8-2)Cs = SDS/(R/I) = 0.3554 W (ASCE 7-16 12.8-3)Cs <= SD1/[(R/I)T] = 0.767 W (ASCE 7-16 12.8-5)Cs >= .01 = 0.01 W If S1>0.6g (ASCE 7-16 12.8-5)Cs >= 0.5*S1/[R/I]= 0.073 W V(controls) = 0.3554 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 6 ft Tributary width of attachments = 1/2 Panel length = 33.9 in Ap =17.0 ft PV unit weight including racking = 3 psf W p =50.85 lb Other mechanical/electrical components ap =1 Fp = 0.4apSDS*W p/(Rp/Ip)(1+2z/h)93.97 lb 13.3-1 Rp =1.5 Ip =1 Fp <= 1.6SDS*IpW p 187.94 lb 13.3-2 SDS = 2.310 Wp = 50.85 lb Fp >= 0.3SDS*IpW p 35.24 lb 13.3-3 z= 22 ft h= 22 ft ASCE 7-16 SHEET: 5 OF 7 DATE: DE JOB NO.: DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 4.0 psf 0.6WL Zone 1 and 2e -22 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -27.6 psf Rf Frm'g 2.8 pWLdown =10.1 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3 -22 -20.2 psf Zone 2 0.6*3 -27.6 -25.8 psf Total DL 13.2 psf Downward DL+0.6WL LL 20.0 psf PDL+WL =13.0 psf SNOW 0.0 psf Rafter Check Existing 2x4 RAFTERS @ 24" o.c Spacing 2.00 ft Trib panel width = 6 ft E 1500000 psi Fb =900*1.5*1.15 1552.5 psi I 5.4 in^4 MallowWind =1110 ft-lb Span1 6.42 ft MallowLL =867 ft-lb Span2 6.42 ft See below for Wind Uplift loads Span3 0.00 ft due to concentated loads at attachments Span4 0.00 ft (Distance to Att. Pts)a b R1 (lb) R2 (lb Load (psf) Trib W (ft) Wind Uplift (lb) Mmax wind(ft- lb) Wind Down (lb) P = PVDL (lb) 1.00 1 0.97 0.97 5.45 208.2 37.1 22 6.0 245.3 202 111.5 33.5 145.0 2 4.58 4.58 1.84 70.3 175.0 22 6.0 245.3 322 111.5 33.5 145.0 8.18 Span 1 Uniform DL 6.42 39.3 39.3 6.1 psf 2.0 12.2 plf 63.1 Span 2 Uniform DL 6.42 39.3 39.3 6.1 psf 2.0 12.2 63.1 Reactions at Span1 317.8 251.3 Negative values are uplift reactions Reactions at Span2 39.3 39.3 Mmaxwindup = 282 ft-lb < 1110 ft-lb OK Mmaxwinddown = 318 ft-lb < 1110 ft-lb OK For DL+LL including the PV system weight point loads w = 60.4 plf P = 33.5 lb Mmax =358 ft-lb < 867 ft-lb OK Deflection Check DDL = 5wL4/(384EI)(5*13.2*6.42^4)*1728 = 0.126 in = L/ 614 OK 384*1.5E6*5.4 PROJECT: CLIENT: BY: PV Panels for Jorge Magallon Guyou Construction, Inc. Doug Engineering 5/22/2025 GUC-3060 P = DL+WL (lb) SHEET: 6 OF 7 DATE: DE JOB NO.: CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift =245.3 lb 5/16" Lag with min 2.5" penetration for each attachment Table 12.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 lb Allowable wind load = 1.6*2.5*266 1064 lb > 245.3 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp = 93.97 lb Roof slope/module tilt 14 deg Shear = Fp*cos( 14 ) = 91.2 lb Fp sin(ang) Tension = Fp*sin( 14 ) = 22.7 lb Fp cos(ang) Table 11K - NDS Z = 190 lb CD = 1.6 ` Z' = Z*CD =304 lb > 91.2 lb OK Withdrawal capacity W' = 1064 lb Interaction Equation ft/Ft+fv/Fv 0.252 + 0.3 = 0.552 < 1 OK RAIL SPAN CHECK K2 Crossrail Railing Check - Gable/Hip Roof Load for half a panel = 2.7' W =57.78 plf Per the K2 Engineering for 95 mph, 0 psf snow, and 20 deg roof slope, the max span for 44X Dual Rail is 82" for Array Interior Panels and 74" for Array Array Edge panels Use K2 44X Dual PV Rails with a spacing of 72" o.c. max for attachment points, typ. 5/22/2025 GUC-3060 PROJECT: CLIENT: BY: PV Panels for Jorge Magallon Guyou Construction, Inc. Doug Engineering SHEET: 7 OF 7 DATE: DE JOB NO.: LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting== 2032 sf Wpanel =49.4 lb Wroofexisting =10.2*2032 = 20726 lb 11 *W panel = 543.4 lb Wwallexisting =15*80*4 = 4800 lb Wrestofarray =149.6 lb Wexisting =25526 lb Warray = 693 lb V = 0.355 W Vroofexisting =9062 lb Existing Total Lateral Force Vroofwpanels =9308 lb New Total Later Force % increase = 9308 increase which results in less than a 10% increase in the 9062 stress of existing lateral resisting element OK*100%-100% = 3% BY: Doug Engineering GUC-3060 PROJECT: PV Panels for Jorge Magallon CLIENT: Guyou Construction, Inc. 5/22/2025