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CANCELLED- 2341 S Park Dr - Plan
REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 P A R K D R , SA N T A A N A , C A 9 2 7 0 7 ANSI B 11" X 17" DATE DESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023 LAYOUT CHANGE B11/28/2023 REVISION PROJECT DATA GENERAL NOTES VICINITY MAP SHEET INDEX CODE REFERENCES PROJECT ADDRESS 2341 PARK DR, SANTA ANA, CA 92707 OWNER:JOHNATHAN JIMENEZ SCOPE: HOUSE PHOTO COVER SHEET PHOTOVOLTAIC ROOF MOUNT SYSTEM 18 MODULES-ROOF MOUNTED - 7.200 KW DC, 6.000 KW AC 2341 PARK DR, SANTA ANA, CA 92707 PV-1 COVER SHEET PV-2 PLOT PLAN WITH ROOF PLAN PV-3 ROOF PLAN & MODULES PV-4 ELECTRICAL PLAN PV-5 ATTACHMENT DETAIL PV-6 ELECTRICAL LINE DIAGRAM PV-7 WIRING CALCULATION PV-8 LABELS PV-9 PLACARD PV-10 OPTIMIZER CHART PV-11+ EQUIPMENT SPECIFICATIONS PV-1 AUTHORITIES HAVING JURISDICTION: BUILDING: ORANGE COUNTY ZONING: ORANGE COUNTY UTILITY: SCE PROJECT TO COMPLY WITH THE FOLLOWING: 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA GREEN BUILDING CODE (CGBC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA ENERGY CODE (CENC) ASCE 7-16 DESIGNER: ESR PARCEL ID: 14014231 7.200 KW DC ROOF MOUNT SOLAR PV SYSTEM WITH 18 URECO SOLAR: FBM400MFG-BB 400W MONO MODULES WITH 18 SOLAREDGE: S440 POWER OPTIMIZERS AND 01 SOLAREDGE: SE6000H-US (240V) INVERTER 1. ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE WARRANTED. 2. THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE 2022 CEC. 3. THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION. 4. ALL CONDUCTORS OF A CIRCUIT, INCLUDING THE EGC, MUST BE INSTALLED IN THE SAME RACEWAY, OR CABLE, OR OTHERWISE RUN WITH THE PV ARRAY CIRCUIT CONDUCTORS WHEN THEY LEAVE THE VICINITY OF THE PV ARRAY. 5. WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS "CAUTION: SOLAR CIRCUIT" EVERY 10FT. 6. HEIGHT OF THE AC DISCONNECT SHALL NOT EXCEED 6'-7" PER CEC CODE 240.24. 7. A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH CEC 690.47 AND 250.50 THROUGH 60 AND 250-166 SHALL BE PROVIDED. PER CEC GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE OR INADEQUATE A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT. GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO LARGER THAN #6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. 8. PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTIBLE. 9. PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 10. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE. WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF THE ROOF SURFACE. 11. ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE CEC AND AHJ. 12. INVERTER(S) USED IN UNGROUNDED SYSTEM SHALL BE UL 1741 LISTED. 13. THE INSTALLATION OF EQUIPMENT AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS [ CEC 690.4(C)] 14. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED (OR BETTER), INCLUDING ALL ROOF MOUNTED TRANSITION BOXES AND SWITCHES. 15. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH CEC ARTICLE 250. 16. SYSTEM GROUNDING SHALL BE IN ACCORDANCE WITH CEC 690.41. 17. PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A RAPID SHUTDOWN FUNCTION IN ACCORDANCE WITH CEC 690.12 18. DISCONNECTING MEANS SHALL BE LOCATED IN A VISIBLE, READILY ACCESSIBLE LOCATION WITHIN THE PV SYSTEM EQUIPMENT OR A MAXIMUM OF 10 FEET AWAY FROM THE SYSTEM [ CEC 690.13(A)] 19. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH CEC 690.31 20. WORK CLEARANCES AROUND ELECTRICAL EQUIPMENT WILL BE MAINTAINED PER CEC 110.26(A)(1), 110.26(A)(2) AND 10.26(A)(3). 21. ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED, LISTED & IDENTIFIED IN ACCORDANCE WITH UL1703 22. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER CEC 23. IN ACCORDANCE WITH 2022 CFC 1205.5, 2019 CFC 1204.4, AND 2016 CFC 605.11.2 A CLEAR, BRUSH-FREE AREA OF 10 FEET(3048 MM) SHALL BE REQUIRED FOR GROUND-MOUNTED PHOTOVOLTAIC ARRAYS Reviewed and approved Neal Shah, P.E. CA Lic. No. 5107 11/28/2023 Bldg# 101117918 Elec# 20181849 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. 2341 S Park Dr - 10-26-231/22/2024 MS P UM IN V AC D 100.01' 60 . 0 1 ' 100.01' 60 . 0 0 ' 13'-0" 12 ' - 0 " 7' - 0 " 12'-0" REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION PROJECT DESCRIPTION: 18 X URECO SOLAR: FBM400MFG-BB 400W MONO MODULES ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES DC SYSTEM SIZE: 7.200 KW DC AC SYSTEM SIZE: 6.000 KW AC PV-2 PLOT PLAN WITH ROOF PLAN EQUIPMENT SUMMARY 18 URECO SOLAR: FBM400MFG-BB 400W MONO MODULES 18 SOLAREDGE: S440 POWER OPTIMIZERS 01 SOLAREDGE: SE6000H-US (240V) INVERTER PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PROPERTY LINE ROOF #1 (18) URECO SOLAR: FBM400MFG-BB 400W MONO MODULES WITH SOLAREDGE: S440 POWER OPTIMIZERS EXISTING DRIVEWAY 1-STORY HOUSE (E) FENCE (E) GATE (TYP.) (E) TREES (E) UTILITY METER/MAIN COMBO (N) VISIBLE, LOCKABLE, LABELED NON-FUSED AC DISCONNECT (LOCATED WITHIN 10' OF UTILITY METER) (N) SOLAREDGE: SE6000H-US (240V) INVERTER (E) PATIO COVER PA R K D R (E) SHED ROOF ARRAY AREA #1:- 378.18 SQ FT. 1 PLOT PLAN WITH ROOF PLAN PV-2 SCALE: 3/32" = 1'-0" 2341 S Park Dr - 10-26-231/22/2024 MS P UM IN V AC D 6' - 0 " 33 ' - 9 " 54 ' - 0 " MODULE TYPE, DIMENSIONS & WEIGHT 1 ROOF PLAN & MODULES PV-3 SCALE: 1/8" = 1'-0" ROOF PLAN & MODULES REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION NUMBER OF MODULES = 18 MODULES MODULE TYPE = URECO SOLAR: FBM400MFG-BB 400W MONO MODULES MODULE WEIGHT = 47.84 LBS / 21.7 KG. MODULE DIMENSIONS = 67.83" x 44.61" = 21.01 SF URECO SOLAR FBM400MFG-BB 400W MONO MODULES 67 . 8 3 " 44.61" PV-3 ROOF DESCRIPTION ROOF TYPE W TILE ROOF ROOF PITCH AZIMUTH RAFTER SIZE RAFTER SPACING #1 14°90°2"X6"24" LEGEND UM MSP - UTILITY METER - MAIN SERVICE PANEL - VENT, ATTIC FAN (ROOF OBSTRUCTION) - ROOF ATTACHMENT - RAFTER ACD - AC DISCONCECT INV - INVERTER ARRAY AREA & ROOF AREA CALC'S ROOF # OF MODULES ARRAY AREA (Sq. Ft.) ROOF AREA (Sq. Ft.) ROOF AREA COVERED BY ARRAY (%) #1 18 378.18 278.82 136 #TOTAL 18 378.18 2283.87 17 (E) UTILITY METER/MAIN COMBO (N) VISIBLE, LOCKABLE, LABELED NON-FUSED AC DISCONNECT (LOCATED WITHIN 10' OF UTILITY METER) (N) SOLAREDGE: SE6000H-US (240V) INVERTER 18 " F I R E S E T B A C K 18 " F I R E S E T B A C K ROOF #1 (18) URECO SOLAR: FBM400MFG-BB 400W MONO MODULES WITH SOLAREDGE: S440 POWER OPTIMIZERS ROOF #1 PITCH - 14° AZIM. - 90°(N) EVEREST K2 SYSTEMS CROSSRAIL 44-X, 166" (28) IRONRIDGE ALL TILE HOOK ATTACHMENT 36" FIRE SETBACK 36" FIRE SETBACK 2341 S Park Dr - 10-26-231/22/2024 JB MS P UM IN V AC D 1 ELECTRICAL PLAN PV-4 SCALE: 1/8" = 1'-0" ELECTRICAL PLAN REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION PV-4 BILL OF MATERIALS EQUIPMENT QTY DESCRIPTION SOLAR MONO MODULES 18 URECO SOLAR: FBM400MFG-BB 400W MONO MODULES OPTIMIZERS 18 SOLAREDGE: S440 POWER OPTIMIZERS INVERTER 1 SOLAREDGE: SE6000H-US (240V) INVERTER JUNCTION BOX 1 JUNCTION BOX: 6"X6"X4" UL LISTED, STEEL WATER TIGHT NEMA TYPE 3R, UL LISTED RAILS 10 EVEREST K2 SYSTEMS CROSSRAIL 44-X, 166" SPLICE 8 SPLICE KIT MODULE CLAMPS 32 MID MODULE CLAMPS END CLAMPS 8 END CLAMPS ATTACHMENTS 28 IRONRIDGE ALL TILE HOOK ATTACHMENT STRING #1 STRING #2 STRING LEGENDS - CONDUIT LEGEND UM MSP - UTILITY METER - MAIN SERVICE PANEL ACD - AC DISCONCECT INV - INVERTER JB - JUNCTION BOX STRING #1 (9 MODULES) (N) JUNCTION BOX (18) SOLAREDGE: S440 POWER OPTIMIZERS (N) CONDUIT STRING #2 (9 MODULES) (E) UTILITY METER/MAIN COMBO (N) VISIBLE, LOCKABLE, LABELED NON-FUSED AC DISCONNECT (LOCATED WITHIN 10' OF UTILITY METER) (N) SOLAREDGE: SE6000H-US (240V) INVERTER PA R K D R 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION ATTACHMENT DETAIL-1 PV-52ATTACHMENT DETAIL (ENLARGE VIEW) PV-5 1 ATTACHMENT DETAIL PV-5 2 PV-5 SCALE: N.T.S 1 ATTACHMENT DETAIL (SIDE VIEW) PV-5 SCALE: N.T.S 2 (E) W TILE ROOF AT CONNECTION, TYPICAL OF ALL: 1.REMOVE TILE AND LOCATE RAFTER. 2.ATTACH ALL TILE HOOK PER MFG. INSTRUCTIONS. 3.REPLACE TILES AND NOTCH IF NECESSARY TO ENSURE PROPER FIT. (N) IRONRIDGE ALL TILE HOOK ATTACHMENT PV MODULE END/MID CLAMP (2) 5/16 X 4" LAG BOLTS W/ EMBEDMENT DEPTH 2.5" EVEREST K2 SYSTEMS CROSSRAIL 44-X PV MODULE NOTE: 1.2" MINIMUM, 10" MAXIMUM BETWEEN ROOF DECK AND MODULES. 2"X6" RAFT E R @ 24"O.C (2) 5/16 X 4" LAG BOLTS W/ EMBEDMENT DEPTH 2.5" (E) W TILE ROOF 2"X6" RAFTER @ 24"O.C (E) ROOF DECKING (E) ROOF DECKING 2341 S Park Dr - 10-26-231/22/2024 LOAD GN LINE PV AC DISCONNECT 240V, 1ɸ, 3W 60A RATED NEMA 3R VISIBLE, LOCKABLE, LABELED AC DISCONNECT LOCATED WITHIN 10' OF UTILITY METER L1 L2 N G 3 (18) URECO SOLARFBM400MFG-BB 400W MONO MODULES = DC AC -+ -++ -+ +++--- 2 -+ - 1 3 = = = = = = = = = = -+ -++ -+ +++--- 2 -+ - 1 3 = = = = = = = = = = 2 STRING #1 STRING #2 JUNCTION BOX, 600 V, NEMA 3R, UL LISTED L1 L2 G L1 L2 1 8 9 8 9 SOLAREDGE POWER OPTIMIZERS S440 RATED DC INPUT POWER - 440WATTS MAXIMUM INPUT VOLTAGE - 60 VDC MPPT RANGE - 8 TO 60 VDC MAXIMUM SHORT STRING CURRENT - 14.5 ADC MAXIMUM OUTPUT CURRENT - 15 ADC STRING LIMITATIONS - 8 TO 25 OPTIMIZERS, 5700 WATTS STC PER STRING MAXIMUM SOLAREDGE SE6000H-US (240V) OUTPUT: 240 VAC, 25A 99% CEC WEIGHTED EFFICIENCY NEMA 3R, UL LISTED, INTERNAL GFDI WITH INTEGRATED DC DISCONNECT L1 L2 N 4 G BACK FEED BREAKER REF 2022 CEC 705.12(B)(3)(2)G N GEC G N NL2L1 TO UTILITY GRID M 35A/2P BI-DIRECTIONAL UTILITY METER 120/240V 1ɸ, 3-W (E) MAIN SERVICE PANEL,SQUARE D 200A RATED, 240V LOAD SIDE INTERCONNECTION AT METER MAIN COMBO PER ART. 705.12 (E) MAIN BREAKER TO HOUSE 240V, 200A/2P EXISTING GROUNDING ELECTRODE SYSTEM TO EARTH REF. CEC 250.52, 250.53(A) REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION ELECTRICAL LINE DIAGRAM 1 ELECTRICAL LINE DIAGRAM PV-6 SCALE: NTS DC SYSTEM SIZE: 7.200 KW DC AC SYSTEM SIZE: 6.000 KW AC (18) URECO SOLAR: FBM400MFG-BB 400W MONO MODULES WITH 18 SOLAREDGE: S440 POWER OPTIMIZERS LOCATED UNDER EACH PANEL (240V) AND 01 SOLAREDGE: SE6000H-US (240V) INVERTER (2) STRINGS OF 9 MODULES ARE CONNECTED IN SERIES PV-6 BACKFEED BREAKER CALCULATION (120% RULE): (MAIN BUSS X 1.2 - MAIN BREAKER) >= (INVERTER CURRENT*1.25) (200A X 1.2 - 200A) >= (31.25A) (40A) >= (31.25A) HENCE OK QTY CONDUCTOR INFORMATION CONDUIT TYPE CONDUIT SIZE (4) N/A N/A (1) (4)#10AWG -CU,THWN-2 EMT OR LFMC 3/4"(1)#10AWG -CU,THWN-2 GND (2)#8AWG -CU,THWN-2 EMT,LFMC OR PVC 3/4"(1)#8AWG -CU,THWN-2 N (1)#10AWG -CU,THWN-2 GND (2)#8AWG -CU,THWN-2 EMT, LFMC OR PVC 3/4"(1)#8AWG -CU,THWN-2 N (1)#10AWG -CU,THWN-2 GND 1 2 3 4 #6AWG -BARE COPPER IN FREE AIR #10AWG -PV WIRE/USE-2 GROUNDING & GENERAL NOTES: 1. PV GROUNDING ELECTRODE SYSTEM NEEDS TO BE INSTALLED IN ACCORDANCE WITH (CEC 690.43) 2. PV INVERTER IS UNGROUNDED, TRANSFORMER-LESS TYPE. 3. DC GEC AND AC EGC TO REMAIN UNSPLICED, OR SPLICED TO EXISTING ELECTRODE 4. ANY EXISTING WIRING INVOLVED WITH PV SYSTEM CONNECTION THAT IS FOUND TO BE INADEQUATE PER CODE SHALL BE CORRECTED PRIOR TO FINAL INSPECTION. 5. JUNCTION BOX QUANTITIES, AND PLACEMENT SUBJECT TO CHANGE IN THE FIELD - JUNCTION BOX DEPICTED ON ELECTRICAL DIAGRAM REPRESENT WIRE TYPE TRANSITIONS. 6. AC DISCONNECT NOTED IN EQUIPMENT SCHEDULE OPTIONAL IF OTHER AC DISCONNECTING MEANS IS LOCATED WITHIN 10' OF SERVICE DISCONNECT. 7. RACEWAYS AND CABLES EXPOSED TO SUNLIGHT ON ROOFTOPS SHOULD BE INSTALLED MORE THAN 7/8" ABOVE THE ROOF USING CONDUIT SUPPORTS. 8. ALL NEW SERVICE INSTALLATIONS AND REPLACEMENTS REQUIRE A SURGE-PROTECTIVE DEVICE (SPD) IN ACCORDANCE WITH [CEC 230.67]. THE SPD SHALL BE TYPE 1 OR TYPE 2 AND IS REQUIRED TO BE AN INTEGRAL PART OF THE SERVICE EQUIPMENT OR LOCATED IMMEDIATELY ADJACENT THERETO. INTERCONNECTION NOTES: 1. INTERCONNECTION SIZING, LIMITATIONS AND COMPLIANCE DETERMINED IN ACCORDANCE WITH [CEC 705.12], AND [CEC 690.59]. 2. GROUND FAULT PROTECTION IN ACCORDANCE WITH [CEC 215.9], [CEC 230.95] . 3. ALL EQUIPMENT TO BE RATED FOR BACKFEEDING. 4. PV BREAKER TO BE POSITIONED AT THE OPPOSITE END OF THE BUSBAR RELATIVE TO THE MAIN BREAKER. DISCONNECT NOTES: 1. DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING LIVE ARE CONNECTED TO THE TERMINALS MARKED “LINE SIDE” (TYPICALLY THE UPPER TERMINALS) 2. AC DISCONNECT MUST BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE LOCKABLE, AND BE A VISIBLE-BREAK SWITCH RACKING NOTES: 1. BOND EVERY OTHER RAIL WITH #6 BARE COPPER 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION WIRING CALCULATIONS PV-7 ELECTRICAL NOTES 1.ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2.ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT. 3.WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH CEC 110.26. 5.DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.WHERE SIZES OF JUNCTION BOX, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. 10.TEMPERATURE RATINGS OF ALL CONDUCTORS, TERMINATIONS, BREAKERS, OR OTHER DEVICES ASSOCIATED WITH THE SOLAR PV SYSTEM SHALL BE RATED FOR AT LEAST 75 DEGREE C. PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN EMT .80 4-6 .70 7-9 .50 10-20 SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL #URECO SOLAR: FBM400MFG-BB 400W MODULE VMP 31.17V IMP 12.84A VOC 37.20V ISC 13.68A TEMP. COEFF. VOC -0.27%/°C MODULE DIMENSION 67.83"L x 44.61"W x 1.57"D (In Inch) AMBIENT TEMPERATURE SPECS RECORD LOW TEMP 3° AMBIENT TEMP (HIGH TEMP 2%)38° MODULE TEMPERATURE COEFFICIENT OF Voc -0.27%/°C INVERTER SPECIFICATIONS MANUFACTURER / MODEL #SOLAREDGE: SE6000H-US (240V) INVERTER NOMINAL AC POWER 6.000kW NOMINAL OUTPUT VOLTAGE 240 VAC NOMINAL OUTPUT CURRENT 25A 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION LABELS PV-8 WARNING: PHOTOVOLTAIC POWER SOURCE EVERY 10' ON CONDUIT & ENCLOSURES LABEL LOCATION: EMT/CONDUIT RACEWAY SOLADECK / JUNCTION BOX CODE REF: CEC 690.31 (D)(2) TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION WARNING! ELECTRIC SHOCK HAZARD LABEL LOCATION: AC DISCONNECT INVERTER MAIN SERVICE PANEL SUBPANEL MAIN SERVICE DISCONNECT CODE REF: CEC 690.13(B) CAUTION: AUTHORIZED SOLAR PERSONNEL ONLY! LABEL LOCATION: AC DISCONNECT CODE REF: CEC 690.13(B) !WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM LABEL LOCATION: PRODUCTION METER UTILITY METER MAIN SERVICE PANEL SUBPANEL CODE REF: CEC 705.12(D)(3) & CEC 690.59 TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL WARNING! LABEL LOCATION: MAIN SERVICE PANEL SUBPANEL MAIN SERVICE DISCONNECT CODE REF: CEC 110.27(C) & OSHA 1910.145 (f) (7) LABEL- 2: LABEL-1: LABEL- 3: LABEL- 4: LABEL- 5: LABEL LOCATION: MAIN SERVICE PANEL (ONLY IF SOLAR IS BACK-FED) SUBPANEL (ONLY IF SOLAR IS BACK-FED) CODE REF: CEC 690.13 (F), CEC 705.12(B) (3-4) & CEC 690.59 LABEL LOCATION: MAIN SERVICE PANEL (ONLY IF SOLAR IS BACK-FED) SUBPANEL (ONLY IF SOLAR IS BACK-FED) CODE REF: CEC 705.12(B)(3)(2) LABEL- 7: SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS LABEL LOCATION: AC DISCONNECT CODE REF: CEC 605.56(C) & CFC 2022 1205.4.1(1) LABEL- 8: PHOTOVOLTAIC ACDISCONNECT LABEL LOCATION: AC DISCONNECT CODE REF: CEC 690.13(B) LABEL LOCATION: AC DISCONNECT CODE REF: CEC 690.56(C)(2) PHOTOVOLTAIC DCDISONNECT LABEL LOCATION: INVERTER CODE REF: CEC 690.13(B) LABEL- 12: LABEL LOCATION: MAIN SERVICE PANEL SUBPANEL AC DISCONNECT CODE REF: CEC 690.54 PHOTOVOLTAIC AC DISCONNECT 240 V 25.0 A LABEL- 9: LABEL- 10: LABEL- 11: RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 480 V 16.5 A MAXIMUM VOLTAGE MAXIMUM CIRCUIT CURRENT MAXIMUM RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-SC CONVERTER (IF INSTALLED) LABEL- 14: LABEL LOCATION: INVERTER CODE REF: CEC 690.53 LABEL- 13: LABEL LOCATION: INVERTER CODE REF: CEC 690.53 INVERTER AC DISCONNECT NOMINAL OPERATING AC VOLATGE 240 V 25.0 A MAIN PHOTOVOLTAIC SYSTEM DISCONNECT LABEL LOCATION: MAIN SERVICE DISCONNECT (ONLY IF MAIN SERVICE DISCONNECT IS USED) CODE REF: CEC 690.13(B) LABEL- 15: LABEL- 6: CAUTION! PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFEED WARNING POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE ! RATED AC OUTPUT CURRENT NOMINAL OPERATING AC VOLATGE RATED AC OUTPUT CURRENT INVERTER INVERTER 2341 S Park Dr - 10-26-231/22/2024 JB MS P UM IN V AC D REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION PLACARD 2341 PARK DR, SANTA ANA, CA 92707 PV-9 DIRECTORY PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM. (ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS OUTLINED WITHIN: CEC 690.56(A)(B), [CEC 705.10]) LABELING NOTES: 1. LABELS CALLED OUT ACCORDING TO ALL COMMON CONFIGURATIONS. ELECTRICIAN TO DETERMINE EXACT REQUIREMENTS IN THE FIELD PER CURRENT CEC AND LOCAL CODES AND MAKE APPROPRIATE ADJUSTMENTS. 2. LABELING REQUIREMENTS BASED ON THE 2022 CEC, OSHA STANDARD 19010.145, ANSI Z535. 3. MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 4. LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED [CEC 110.21] CAUTION: MULTIPLE SOURCES OF POWER (N) PV ARRAY (N) JUNCTION BOX (E) UTILITY METER/ MAIN COMBO (N) AC DISCONNECT (N) SOLAREDGE: SE6000H-US (240V) INVERTER 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION OPTIMIZERS CHART PV-10 OPTIMIZERS CHART 1-10 2 3 4 11-20 21-30 31-40 41-50 51-60 5 61-70 6 7 8 9 10 1 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-11 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-12 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-13 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-14 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-15 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-16 2341 S Park Dr - 10-26-231/22/2024 REV SHEET NAME SHEET SIZE SHEET NUMBER JO H N A T H A N J I M E N E Z RE S I D E N C E 23 4 1 PA R K D R , SA N T A A N A , CA 9 2 7 0 7 ANSI B 11" X 17" DATEDESCRIPTION REVISIONS PROJECT NAME & ADDRESS DATE:09/12/2023 DRAWN BY ESR 09/12/2023INITIAL DESIGN MONA LEE SOLAR A09/22/2023LAYOUT CHANGE B11/28/2023REVISION EQUIPMENT SPECIFICATION PV-17 2341 S Park Dr - 10-26-231/22/2024 1 Date:_____________________ I hereby authorize _________________________________ to obtain permit for: _____________________________________________________________________________________ (Description of Work to be Done) On my behalf for property located at:_______________________________________________________ I hereby affirm that I am the lawful property owner for the above address. The above contractor has authorization to complete the project to install solar PV at my residence. The contractor will be responsible for permitting, inspections and all requirements by Santa Ana, CA. Should you have any questions, contact me at the phone or email below. Property Owner’s Address: _________________________________________ Property Owner’s Phone/Email: _________________________________________ Signature of Property Owner: ________________________________ Date: ______________ ML Installations CA LLC Installation of Solar PV on rooftop of home Property Owner’s Name: (714) 791-0759 10/30/23 2341 Park Ave., Santa Ana, CA Johnathan Jimenez 2341 Park Ave., Santa Ana, CA jimez3@yahoo.com 10/30/23 State of Illinois County of DuPage The foregoing instrument was acknowledged before me on this 30th dayof October, 2023 by Johnathan Jimemez by online notarization usingDrivers License as verification. Notary Signature: OWNER AUTHORIZATION FORM 2341 PARK AVE, SANTA ANA, CA 2341 S Park Dr - 10-26-231/22/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC 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 2341 Park Dr., Santa Ana, CA ML Installations CA LLC 1106502 Walid Halty 630-247-3722 10/25/23 permits@monalee.co 2341 S Park Dr - 10-26-231/22/2024 Contractor LeƩer of AuthorizaƟon I, (Name)___________________________________________, license holder for (Business)_________________________________________, authorize the following agents to apply for, sign for, and pick up permits under my license number __________________________. DATE: _______________ Please allow only the person(s) listed below to sign. This leƩer of authorizaƟon supersedes all others previously on file. ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ________________________________________ ______________________________________ ________________ Contractor Date Walid Halty ML Installations CA LLC 1106502 - Exp 06/30/2025 10/30/23 Toni Spaulding, Permit Coordinator 10/30/23 2341 S Park Dr - 10-26-231/22/2024 Expedited Permit Process for PV Systems 1 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. 2341 S Park Dr - 10-26-231/22/2024 Expedited Permit Process for PV Systems 2 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)_________________ ft2 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. 2341 S Park Dr - 10-26-231/22/2024 E x 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 2341 S Park Dr - 10-26-231/22/2024 E x 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 2341 S Park Dr - 10-26-231/22/2024 E x 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 THEREQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THEREQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAXCURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTEROCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTALSUPPLY 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 MEANEXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHESTMONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT ATLEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLERFUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLERFUSE. 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) 2341 S Park Dr - 10-26-231/22/2024 Patented. Copyright © 2020 Richard Pantel. All Rights Reserved. Paper or PDF copies of this report may be distributed only to employees of the company listed below under "Prepared for", or to Authorities Having Jursidiction (AHJ's) for their review purposes. This document contains Intellectual Property (IP) created by the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in writing from the Author. Dis-assembly or reverse engineering of this calculation report or related data input form is strictly prohibited. The Author's contact information is: RPantel@iroofa.solar, web-site: www.iroofa.solar; tel: 908-507-5500. Trademark: iRooF® and iRooFA™. Instant Roof Framing Analysis www.iroofa.solar tel: 540.313.5317 - fax: 877.455.5641 - email: info@iRooFA.solar STRUCTURAL ANALYSIS for the ROOFTOP PV SOLAR INSTALLATION Project: Johnathan Jimenez, 2341 Park Dr, Santa Ana, CA 92707 Prepared for: Mona Lee Solar 575 Birch Court, Unit A - Colton, CA 92324 Calculation Report Index Pages Description 1 Cover 2-4 Loading Summary Roof Structural Calculations for PV Solar Installation 5-8 Location: MP 1 11-11 Seismic Calculations Project Number: 66.2905.10, Rev. 0 Report Date: 09/28/2023 Report Prepared by: Neal Shah, P.E. CA License No. 5107 Ver. 20230927 Sealed 09/28/2023 Cover iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.1 of 9 2341 S Park Dr - 10-26-231/22/2024 Loading Summary Exposure and Occupancy Categories B II Wind Loading: v 95 mph ASCE 7-16, Figure 26.5-1 A, B or C, pp 249-251. [(95 mph, 50 year wind MRI)] qz 13.77 psf pg 0 psf Ground Snow Load pg (ASCE 7-16 Table 7.2-1, Page 52-53) mm ft in 1,723 5.65 67.83 1,133 3.72 44.61 2.0 21.01 kg lb 21.70 47.84 Roof Panel (Cladding) Loading Summary Module Loading Summary Upward Upward Upward Downward 1,2e 2n,2r,3e 3r All lb -63 -96 -154 500 Positive values indicate net downward force URECO: FBM400MFG-BB Dimensions Length Roof Zones Support Point Loads Width Module Data Exposure Category (ASCE 7-16 Table 26.7.3, Page 266) Building Use Occupancy / Risk Category (ASCE 7-16 Table 1.5-1, Page 4) Snow Loading Velocity qz, calculated at height z [ASD] Area (m^2, ft^2) Net total load / support point Weight Module Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.2 of 9 2341 S Park Dr - 10-26-231/22/2024 Stanchion Fastener Pull-out and Spacing Calculations ft 2.00 ft 6.00 1 in 3 1.25 lb/in 206 lb 495 1,2e 2n,2r,3e 3r lb 63 96 154 Min depth of bolt thread embedment rq'd in 0.38 0.58 0.93 Net uplift pressure 7. 0.60D - 0.6W psf -3.74 -5.67 -9.08 sf 132.34 87.23 54.48 ft 3.72 ft 6.00 6.00 6.00 sf 11.2 11.2 11.2 lb -42 -63 -101 ft 5.65 ft 6.00 6.00 6.00 sf 17.0 17.0 17.0 lb -63 -96 -154 Stanchion support Lag Bolts sizes are indicated in the Module Loading Summary table above. Lift forces were determined from GCp and other coefficients contained in the ASCE nomographs Seismic Summary # Modules Framing Condition Proposed Allowed Within Limits 1: MP 1 18 33 OK 3 Min # 5/16" Bolts w/1.5" Embedment Required to Resist Seismic Forces Roof Zones Pull-out for 5/16 fasteners Framing spacing # fasteners per stanchion Depth of bolt thread embedment Factored max uplift capacity Max stanchion span Safety Factor Lift Per Module Allowable lift area / fastener Landscape Modules Length along rafter Maximum stanchion EW spacing Maximum module area / support point Factored lift per support point Maximum module area / support point Factored lift per support point Portrait Modules Length along rafter Maximum stanchion EW spacing Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.3 of 9 2341 S Park Dr - 10-26-231/22/2024 Conclusions Princeton Engineering was asked to review the roof of Johnathan Jimenez, located at 2341 Park Dr, Santa Ana, CA, by Mona Lee Solar, to determine its suitability to support a PV solar system installation. The referenced building's roof structure was field measured by Mona Lee Solar. The attached framing analyses reflect the results of those field measurements combined with the PV solar module locations shown on the PV solar roof layout design prepared by Mona Lee Solar. Loads are calculated to combine the existing building and environmental loads with the proposed new PV array loads. Mona Lee Solar selected the Everest CrossRail 44-X racking with IronRidge All Tile Hook stanchions for this project. The racking and support stanchions shall be placed as shown on their plans, dated 09/14/2023, and shall be fastened to the roof framing using fastener sizes indicated in this report. Rack support spacing shall be no more than that shown above. Note that support points for alternating rows shall share the same roof support member. Intermediate rows shall move the support points laterally to the next roof support member. 7-10 NE 03.jpg Google Location Map Framing Summary Based upon the attached calculations, the existing roof's framing system is capable of supporting the additional loading for the proposed PV solar system along with the existing building, seismic and environmental loads. No supplemental roof framing structural supports are required. Minimum required anchorage fastening is described above. References and Codes: 1) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures 2) IBC 2021 3) 2022 CBC and 2022 CRC 4) American Wood Council, NDS 2018,Table 12.2A, 12.3.3A. 5) American Wood Council, Wood Structural Design, 1992, Figure 6. Notes: (1) Bolt threads must be embedded in the side grain of a roof support structural member or other structural member integrated into the building's structure. (2) Lag bolts must be located in the middle third of the structural member. (3) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.4 of 9 2341 S Park Dr - 10-26-231/22/2024 Roof Structural Calculations for PV Solar Installation Array AR-1 Location: MP 1 deg.14.00 ft.54.00 ft.17.00 ft.15.00 Roof Wind Zone Width use, a =3.00 ft Wind Velocity Pressure, q z evaluated at the height z q z=13.77 psf Vasd q z=8.34 psf Basic wind pressure V=95 mph Framing Data in 24.00 72 Max. Rack Support Spacing (in) ft 15.00 18 # Modules / Roof Plane Member * Mem properties based upon field measurements (1)2x6 Rafter Uphill Dist Between Mounting Holes (ft) Module Physical Data kg lb psf load 21.70 47.84 2.28 0.73 1.6 0.08 Units Value Description psf 1.01 psf 11.10 0.50 in. Plywood w/ Roof Tile psf 12.11 psf 2.35 ASCE 7-16 Method for Calculating Uplift on PV Modules Notation Lp = Panel chord length. p = uplift wind pressure γa = Solar panel pressure equalization factor, defined in Fig. 29.4-8. γE = Array edge factor as defined in Section 29.4.4. θ = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Ө >= 7 deg TRUE Exposed FALSE 1.5(Lp) = 5.58 γE = 1 γa = 0.67 p = qh(GCp) (γE) (γa) (lb ∕ft2) (29.4-7) Zones 1,2e 2n,2r,3e 3r p, Windload (psf)-10.94 -14.16 -19.84 Wind Loading Module Upward Module Upward Module Upward Downward Weight Member Total Length Member Properties Name Existing Dead Loads Roof Deck & Surface Sum Existing DL Roof Loads Proposed PV Dead Load Geometric Data Angle of roof plane from horizontal, in degrees Length of roof plane, in feet (meters) Plan view width of roof plane, in feet (meters) Average height of roof above grade, in feet (meters) Rafter / Truss OC Ө L W h Framing Members PV Module + Stanchion 4 Stanchions Module Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.5 of 9 2341 S Park Dr - 10-26-231/22/2024 1,2e 2n,2r,3e 3r All Zones -1.95 -2.53 -3.54 0.47 -10.94 -14.16 -19.84 3.96 Roof Live Load (Lr) Ex. Roof Design Live Load per ASCE 7-16 Table 4-1 psf 20 20 20 20 PV Array Roof LL per 2016 CBC, Section 1607.12.5 psf 0 ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in psf) Module Upward Module Upward Module Upward Downward 12.11 12.11 12.11 12.11 20.00 20.00 20.00 20.00 0.00 0.00 0.00 0.00 -10.94 -14.16 -19.84 3.96 2.4 Combining Nominal Loads Using Allowable Stress Design (in psf) 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Upward Upward Upward Downward ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in psf) 1,2e 2n,2r,3e 3r All Zones Module Upward Module Upward Module Upward Downward 14.47 14.47 14.47 14.47 20.00 20.00 20.00 20.00 -10.94 -14.16 -19.84 3.96 Use this loading combination for DOWNWARD for Existing Dead Loads 32.11 32.11 32.11 33.89 W = wind load 2.2 SYMBOLS AND NOTATION Windload (psf) Zones 2.2 SYMBOLS AND NOTATION D = dead load of Existing Dead Loads and Proposed PV Dead Load D = dead load of Sum Existing DL Roof Loads GCp Zones Lr = roof live load W = wind load 6. D + 0.75L - 0.75(0.60W) + 0.75(Lr or S or R) S = snow load Zeroed out to test for IBC 5% Dead Load Only Combination Formulae Lr = roof live load Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.6 of 9 2341 S Park Dr - 10-26-231/22/2024 Use this loading combination for DOWNWARD for Existing Dead Loads and Proposed PV Dead Load 34.47 34.47 34.47 36.25 585 585 585 615 Use this loading combination for UPWARD for Proposed PV Dead Load -3.74 -5.67 -9.08 5.20 -63 -96 -154 88 sf 810 psf 33.89 lb 27,455 ea 18 sf 378 lb 28,345 3.2% OK ea 18 Within Limits ea 27 OK In accordance with 'IBC 3404.3 Existing Structures Carrying Gravity Loads', the net increase in roof load after adding the PV modules, is less than 5%. Hence, no structural modifications for this structure are required. 6. D + 0.75L - 0.75(0.60W) + 0.75(Lr or S or R) Module Support point load (lb) Total weight of Existing Roof + PV % increase in total loading Check if % increase < 5% Check % Roof Load Increase Total Roof Area Number of PV Modules Module Support point load (lb) Existing Downward Roof Load Existing Downward Roof Load Area of PV Modules # Modules Proposed # Modules Allowed 7. 0.60D - 0.6W Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.7 of 9 2341 S Park Dr - 10-26-231/22/2024 Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.8 of 9 2341 S Park Dr - 10-26-231/22/2024 SEISMIC FORCE FOR COMPONENTS Project Location: 2341 PARK DR, SANTA ANA, CA 92707 - Lat / Lon: 33.71435 / -117.88048 Input Data: Occupancy Category =II Soil Site Class =D Seismic Design Category = II - Other Spectral Accel., SS =1.510 Spectral Accel., S1 =0.558 Importance Factor, Ip =1.00 Component Type =12b Site Coefficients: Fa =1.000 Fv =1.500 Maximum Spectral Response Accelerations for Short and 1-Second Periods: SMS =1.510 SM1 =0.837 Design Spectral Response Accelerations for Short and 1-Second Periods : SDS =1.007 SD1 =0.558 Seismic Design Category: Category(for SDS) =D Category(for SD1) =D Use Category =D Most critical of either category case above controls Amplification Factor and Response Modification Coefficient: Amplification Factor, ap =1.00 Resp. Mod. Coef., Rp =2.50 Seismic Loading Summary Component Seismic Forces Horizontal Vertical F ph F ph(max)F ph(min)Use: F ph F pv 1: MP 1 15.00 15.00 890 430 1433 269 430 179 Calculate Minimum Number of 5/16" Fasteners, 1.5" Embedment Horizontal Vertical # Req'd # to Use # Req'd # to Use 1: MP 1 2.32 3 0.58 1 Array Min # to Resist Seismic this Array 3 Array Average Roof Height, h = Height of attachment, z = Component Weight, W p = Other rigid components - limited deformability elements and attachments Seismic iR iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.9 of 9 2341 S Park Dr - 10-26-231/22/2024 Patented. Copyright © 2020 Richard Pantel. All Rights Reserved. Paper or PDF copies of this report may be distributed only to employees of the company listed below under "Prepared for", or to Authorities Having Jursidiction (AHJ's) for their review purposes. This document contains Intellectual Property (IP) created by the Author, and as such, no parts of this calculation report or related data input form(s) may be copied in format, content or intent without permission in writing from the Author. Dis-assembly or reverse engineering of this calculation report or related data input form is strictly prohibited. The Author's contact information is: RPantel@iroofa.solar, web-site: www.iroofa.solar; tel: 908-507-5500. Trademark: iRooF® and iRooFA™. Instant Roof Framing Analysis www.iroofa.solar tel: 540.313.5317 - fax: 877.455.5641 - email: info@iRooFA.solar STRUCTURAL ANALYSIS for the ROOFTOP PV SOLAR INSTALLATION Project: Johnathan Jimenez, 2341 Park Dr, Santa Ana, CA 92707 Prepared for: Mona Lee Solar 575 Birch Court, Unit A - Colton, CA 92324 Calculation Report Index Pages Description Pages Description 1 Cover 2-4 Loading Summary Roof Structural Calculations for PV Solar Installation Roof Structural Calculations for PV Solar Installation 5-8 Location: MP 2 9-12 Location: MP 2 1-1 Seismic Calculations Project Number: 66.2905.10, Rev. 0 Report Date: 09/14/2023 Report Prepared by: Neal Shah, P.E. CA License No. 5107 Ver. 20230907 Sealed 09/14/2023 1 of 13 2341 S Park Dr - 10-26-231/22/2024 Loading Summary Exposure and Occupancy Categories B II Wind Loading: v 95 mph ASCE 7-16, Figure 26.5-1 A, B or C, pp 249-251. [(95 mph, 50 year wind MRI)] qz 13.77 psf pg 0 psf Ground Snow Load pg (ASCE 7-16 Table 7.2-1, Page 52-53) mm ft in 1,723 5.65 67.83 1,133 3.72 44.61 2.0 21.01 kg lb 21.70 47.84 Roof Panel (Cladding) Loading Summary Module Loading Summary Upward Upward Upward Downward 1,2e 2n,2r,3e 3r All lb 72 6 -109 70 Positive values indicate net downward force Area (m^2, ft^2) Net total load / support point Weight Module Exposure Category (ASCE 7-16 Table 26.7.3, Page 266) Building Use Occupancy / Risk Category (ASCE 7-16 Table 1.5-1, Page 4) Snow Loading Velocity qz, calculated at height z [ASD] Module Data URECO: FBM400MFG-BB Dimensions Length Roof Zones Support Point Loads Width Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.2 of 13 2341 S Park Dr - 10-26-231/22/2024 Stanchion Fastener Pull-out and Spacing Calculations ft 2.00 ft 6.00 1 in 3 1.25 lb/in 206 lb 495 1,2e 2n,2r,3e 3r lb -72 -6 109 Min depth of bolt thread embedment rq'd in -0.44 -0.04 0.66 Net uplift pressure 7. 0.60D - 0.6W psf 2.12 0.19 -3.22 sf 233.53 2669.31 153.47 ft 3.72 ft 6.00 6.00 6.00 sf 11.2 11.2 11.2 lb 24 2 -36 ft 5.65 ft 6.00 6.00 6.00 sf 17.0 17.0 17.0 lb 36 3 -55 Stanchion support Lag Bolts sizes are indicated in the Module Loading Summary table above. Lift forces were determined from GCp and other coefficients contained in the ASCE nomographs Seismic Summary # Modules Framing Condition Proposed Allowed Within Limits 1: MP 2 8 15 OK 2 2: MP 2 10 34 OK 2 Maximum module area / support point Factored lift per support point Maximum module area / support point Factored lift per support point Portrait Modules Length along rafter Maximum stanchion EW spacing Safety Factor Lift Per Module Allowable lift area / fastener Landscape Modules Length along rafter Maximum stanchion EW spacing Roof Zones Pull-out for 5/16 fasteners Framing spacing # fasteners per stanchion Depth of bolt thread embedment Factored max uplift capacity Max stanchion span Min # 5/16" Bolts w/1.5" Embedment Required to Resist Seismic Forces Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.3 of 13 2341 S Park Dr - 10-26-231/22/2024 Conclusions Princeton Engineering was asked to review the roof of Johnathan Jimenez, located at 2341 Park Dr, Santa Ana, CA, by Mona Lee Solar, to determine its suitability to support a PV solar system installation. The referenced building's roof structure was field measured by Mona Lee Solar. The attached framing analyses reflect the results of those field measurements combined with the PV solar module locations shown on the PV solar roof layout design prepared by Mona Lee Solar. Loads are calculated to combine the existing building and environmental loads with the proposed new PV array loads. Mona Lee Solar selected the Everest CrossRail 44-X racking with IronRidge All Tile Hook stanchions for this project. The racking and support stanchions shall be placed as shown on their plans, dated 09/14/2023, and shall be fastened to the roof framing using fastener sizes indicated in this report. Rack support spacing shall be no more than that shown above. Note that support points for alternating rows shall share the same rafter. Intermediate rows shall move the support points laterally to the next rafter. 7-10 NE 03.jpg Google Location Map Framing Summary Based upon the attached calculations, the existing roofs framing systems are capable of supporting the additional loading for the proposed PV solar system along with the existing building, seismic and environmental loads. No supplemental roof framing structural supports are required. Minimum required anchorage fastening is described above. References and Codes: 1) ASCE 7-16 Minimum Design Loads for Buildings and Other Structures 2) IBC 2021 3) 2022 CBC and 2022 CRC 4) American Wood Council, NDS 2018,Table 12.2A, 12.3.3A. 5) American Wood Council, Wood Structural Design, 1992, Figure 6. Notes: (1) Bolt threads must be embedded in the side grain of a roof support structural member or other structural member integrated into the building's structure. (2) Lag bolts must be located in the middle third of the structural member. (3) Install lag bolts with head and washer flush to surface (no gap). Do not over-torque. Loading Summary R iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.4 of 13 2341 S Park Dr - 10-26-231/22/2024 Roof Structural Calculations for PV Solar Installation Array AR-1 Location: MP 2 Member:Rafter - Total Length 12 ft, Unsupported 12 ft deg.13.98 ft.28.00 ft.12.00 ft.15.00 Roof Wind Zone Width use, a =3.00 ft Wind Velocity Pressure, q z evaluated at the height z q z=13.77 psf Vasd q z=8.34 psf Basic wind pressure V=95 mph Framing Data 3 # Rafters / Rack Support Width 1 6.00 Rack Support Spacing (ft) in 24.00 72 Max. Rack Support Spacing (in) ft 12.00 2 Max # of mod's / Rafter Member * Mem properties based upon field measurements (1)2x6 Rafter 1.15 psi 530 psi 1,100 24.00 Collar tie OC spacing, in. Uphill Dist Between Mounting Holes (ft) Module Physical Data kg lb psf load 21.70 47.84 2.28 0.73 1.6 0.08 22.43 49.4 2.35 Units Value Description psf 1.01 psf 11.10 0.50 in. Plywood w/ Roof Tile Rack Support Spacing and Loading ft 6.0 ft 5.7 sf 17.0 in 1.0 0.08 ft ft 12.00 ft 12.00 ft 12.00 180 Use max delta 1/x for deflection Free span Deflection Ratio Rafter segment to calc Maximum member free span Rafter span White 0.12% Framing Member 4 Stanchions Total Module and Support load Module Geometric Data Angle of roof plane from horizontal, in degrees Length of roof plane, in feet (meters) Plan view width of roof plane, in feet (meters) Average height of roof above grade, in feet (meters) Rafter / Truss OC Wood source, moisture content Wood type Ө L W h Across rafters Uphill gap between modules # Framing Members / Support Max Shear parallel to grain US Spruce Along rafter slope Area / support point Weight Member Total Length Member Properties Name Max Shear perp. to grain Existing Dead Loads Roof Deck & Surface Repetitive Member Factor (Cr) Member Total Length Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.5 of 13 2341 S Park Dr - 10-26-231/22/2024 0.83 ft 2.50 ft . ASCE 7-16 Method for Calculating Uplift on PV Modules Notation Lp = Panel chord length. p = uplift wind pressure γa = Solar panel pressure equalization factor, defined in Fig. 29.4-8. γE = Array edge factor as defined in Section 29.4.4. θ = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Ө >= 7 deg TRUE Exposed FALSE 1.5(Lp) = 5.58 γE = 1 γa = 0.67 p = qh(GCp) (γE) (γa) (lb ∕ft2) (29.4-7) Zones 1,2e 2n,2r,3e 3r p, Windload (psf)-10.94 -14.16 -19.84 ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in psf) 1,2e 2n,2r,3e 3r All Zones Module Upward Module Upward Module Upward Downward 2.35 2.35 2.35 2.35 -10.94 -14.16 -19.84 3.96 2.4 Combining Nominal Loads Using Allowable Stress Design (in psf) 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Upward Upward Upward Downward Use this loading combination for DOWNWARD for Proposed PV Dead Load 2.35 2.35 2.35 4.73 40 40 40 80 35 35 35 70 Use this loading combination for UPWARD for Proposed PV Dead Load 2.12 0.19 -3.22 11.05 36 3 -55 187 Seismic Evaluation Weight of Proposed PV System (PV + Supports) Modules Area (sf)Load (psf)Weight (lb) 8 168 2.35 396 396 Weight of All Building Elements Supporting PV Mounting Plane ft 13.0 28.0 52.0 Area (sf)Load (psf)Weight (lb) 7. 0.60D - 0.6W Segment Weights PV system weight Total PV Weight (Wpv) Building Elements Wall Height Interior Wall Length Perimeter Wall Length W = wind load Cr Factored Module Support point load (lb) Module Support point load (lb) 5. D - 0.6W Eave Overhang Length past Rafter Plate D = dead load of PV Module + Stanchion Uphill Distance from Eave to Lowest Support Module Support point load (lb) 2.2 SYMBOLS AND NOTATION Zones Combination Formulae Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.6 of 13 2341 S Park Dr - 10-26-231/22/2024 336 12.11 4,070 0 0.00 0 182 5.00 910 338 8.50 2,873 Net Weight of Existing Building Elements (Wexist)7,853 Check % Increase in Weight: PV System / Ex. Building Elements % increase of Pcr of Lateral Force Reisiting System Wpv / Wexist 5.0% Increase in Seismic Shear Load <10%: OK Note: Seismic base shear is directly proportional to roof weight. Pcr = critical buckling load DOWNWARD Presume loading directly over member. Combined Dead and Wind Pressure Downward Loading Rafter span PV Module Row Point load loc's from Left support Module Support Point Load Comment Module Orientation ft from left lb 1 1.67 0 Support placed on adjoining rafter Landscape 1 5.39 70 Landscape Exterior Walls (top half) Existing Roof Insulation, MEP, Ceiling Interior Walls (top half) Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.7 of 13 2341 S Park Dr - 10-26-231/22/2024 2 5.47 70 Portrait 2 11.12 0 Support placed on adjoining rafter Portrait Analysis for PV impacted areas 5. Simple Beam - Exposed Roof Wind Load - Above and Below PV Units Total Allowed Check Delta @ mid span in 0.00 0.80 OK M at mid span lb-ft 4 6,533 OK Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof Environmental Load Units Total Allowed Check in 0.27 0.80 OK %33%100%OK lb-ft 601 6,533 OK psi 601 6,533 OK * Loading includes member self weight & roofing materials. w loading = wind on exposed areas Truss Graphing Tools Framing section with max stress: Rafter span Percent Max Delta Moment fs Delta Parameter Parameter Floor P1 P2 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 4 -1 1 3 5 7 9 11 Array AR-1 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.8 of 13 2341 S Park Dr - 10-26-231/22/2024 Roof Structural Calculations for PV Solar Installation Array AR-2 Location: MP 2 Member:Rafter - Total Length 17 ft, Unsupported 17 ft deg.13.99 ft.54.00 ft.17.00 ft.15.00 Roof Wind Zone Width use, a =3.00 ft Wind Velocity Pressure, q z evaluated at the height z q z=13.77 psf Vasd q z=8.34 psf Basic wind pressure V=95 mph Framing Data 3 # Rafters / Rack Support Width 1 6.00 Rack Support Spacing (ft) in 24.00 72 Max. Rack Support Spacing (in) ft 17.00 2 Max # of mod's / Rafter Member * Mem properties based upon field measurements (1)2x6 Rafter 1.15 psi 530 psi 1,100 24.00 Collar tie OC spacing, in. Uphill Dist Between Mounting Holes (ft) Module Physical Data kg lb psf load 21.70 47.84 2.28 0.73 1.6 0.08 22.43 49.4 2.35 Units Value Description psf 1.01 psf 11.10 0.50 in. Plywood w/ Roof Tile Rack Support Spacing and Loading ft 6.0 ft 5.7 sf 17.0 in 1.0 0.08 ft ft 17.00 ft 17.00 ft 17.00 180 Use max delta 1/x for deflectionDeflection Ratio Free span Member Total Length Maximum member free span Rafter span Rafter segment to calc Area / support point Uphill gap between modules Across rafters Along rafter slope Module 4 Stanchions Total Module and Support load Existing Dead Loads Framing Member Roof Deck & Surface Weight Max Shear perp. to grain Max Shear parallel to grain Name Repetitive Member Factor (Cr) Rafter / Truss OC Member Total Length Member Properties Wood type US Spruce Wood source, moisture content White 0.12% # Framing Members / Support h Average height of roof above grade, in feet (meters) Geometric Data Ө Angle of roof plane from horizontal, in degrees L Length of roof plane, in feet (meters) W Plan view width of roof plane, in feet (meters) Array AR-2 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.9 of 13 2341 S Park Dr - 10-26-231/22/2024 0.83 ft 5.33 ft . ASCE 7-16 Method for Calculating Uplift on PV Modules Notation Lp = Panel chord length. p = uplift wind pressure γa = Solar panel pressure equalization factor, defined in Fig. 29.4-8. γE = Array edge factor as defined in Section 29.4.4. θ = Angle of plane of roof from horizontal, in degrees. 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Ө >= 7 deg TRUE Exposed FALSE 1.5(Lp) = 5.58 γE = 1 γa = 0.67 p = qh(GCp) (γE) (γa) (lb ∕ft2) (29.4-7) Zones 1,2e 2n,2r,3e 3r p, Windload (psf)-10.94 -14.16 -19.84 ASCE 7-16 Chapter 2 Combinations of Loads, Table 2.4, Page 8 (in psf) 1,2e 2n,2r,3e 3r All Zones Module Upward Module Upward Module Upward Downward 2.35 2.35 2.35 2.35 -10.94 -14.16 -19.84 3.96 2.4 Combining Nominal Loads Using Allowable Stress Design (in psf) 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces the most unfavorable effect in the building, foundation, or structural member being considered. Effects of one or more loads not acting shall be considered. Upward Upward Upward Downward Use this loading combination for DOWNWARD for Proposed PV Dead Load 2.35 2.35 2.35 4.73 40 40 40 80 35 35 35 70 Use this loading combination for UPWARD for Proposed PV Dead Load 2.12 0.19 -3.22 11.05 36 3 -55 187 Seismic Evaluation Weight of Proposed PV System (PV + Supports) Modules Area (sf)Load (psf)Weight (lb) 10 210 2.35 494 494 Weight of All Building Elements Supporting PV Mounting Plane ft 12.0 54.0 88.0 Area (sf)Load (psf)Weight (lb) Wall Height Interior Wall Length Perimeter Wall Length Segment Weights PV system weight Total PV Weight (Wpv) Building Elements Module Support point load (lb) Module Support point load (lb) Cr Factored Module Support point load (lb) 7. 0.60D - 0.6W Combination Formulae 5. D - 0.6W W = wind load Zones 2.2 SYMBOLS AND NOTATION D = dead load of PV Module + Stanchion Eave Overhang Length past Rafter Plate Uphill Distance from Eave to Lowest Support Array AR-2 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.10 of 13 2341 S Park Dr - 10-26-231/22/2024 918 12.11 11,121 0 0.00 0 324 5.00 1,620 528 8.50 4,488 Net Weight of Existing Building Elements (Wexist)17,229 Check % Increase in Weight: PV System / Ex. Building Elements % increase of Pcr of Lateral Force Reisiting System Wpv / Wexist 2.9% Increase in Seismic Shear Load <10%: OK Note: Seismic base shear is directly proportional to roof weight. Pcr = critical buckling load DOWNWARD Presume loading directly over member. Combined Dead and Wind Pressure Downward Loading Rafter span PV Module Row Point load loc's from Left support Module Support Point Load Comment Module Orientation ft from left lb 1 4.50 0 Support placed on adjoining rafter Portrait 1 10.15 70 Portrait Interior Walls (top half) Exterior Walls (top half) Existing Roof Insulation, MEP, Ceiling Array AR-2 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.11 of 13 2341 S Park Dr - 10-26-231/22/2024 2 10.24 70 Portrait 2 15.89 0 Support placed on adjoining rafter Portrait Analysis for PV impacted areas 5. Simple Beam - Exposed Roof Wind Load - Above and Below PV Units Total Allowed Check Delta @ mid span in 0.03 1.13 OK M at mid span lb-ft 26 6,533 OK Sum Downward Loading Conditions: PV; Beam DL; Exposed Roof Environmental Load Units Total Allowed Check in 0.88 1.13 OK %78%100%OK lb-ft 938 6,533 OK psi 938 6,533 OK * Loading includes member self weight & roofing materials. w loading = wind on exposed areas Truss Graphing Tools Framing section with max stress: Rafter span fs Delta Percent Max Delta Moment Parameter Parameter Floor P1 P2 -1 0 1 2 3 4 5 6 -1 1 3 5 7 9 11 13 15 17 Array AR-2 iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.12 of 13 2341 S Park Dr - 10-26-231/22/2024 SEISMIC FORCE FOR COMPONENTS Project Location: 2341 PARK DR, SANTA ANA, CA 92707 - Lat / Lon: 33.71435 / -117.88048 Input Data: Occupancy Category =II Soil Site Class =D Seismic Design Category = II - Other Spectral Accel., SS =1.510 Spectral Accel., S1 =0.558 Importance Factor, Ip =1.00 Component Type =12b Site Coefficients: Fa =1.000 Fv =1.500 Maximum Spectral Response Accelerations for Short and 1-Second Periods: SMS =1.510 SM1 =0.837 Design Spectral Response Accelerations for Short and 1-Second Periods : SDS =1.007 SD1 =0.558 Seismic Design Category: Category(for SDS) =D Category(for SD1) =D Use Category =D Most critical of either category case above controls Amplification Factor and Response Modification Coefficient: Amplification Factor, ap =1.00 Resp. Mod. Coef., Rp =2.50 Seismic Loading Summary Component Seismic Forces Horizontal Vertical F ph F ph(max)F ph(min)Use: F ph F pv 1: MP 2 15.00 15.00 396 191 637 119 191 80 2: MP 2 15.00 15.00 494 239 796 149 239 100 Calculate Minimum Number of 5/16" Fasteners, 1.5" Embedment Horizontal Vertical # Req'd # to Use # Req'd # to Use 1: MP 2 1.03 2 0.26 1 2: MP 2 1.29 2 0.32 1 Other rigid components - limited deformability elements and attachments Array Average Roof Height, h = Height of attachment, z = Component Weight, W p = Array Min # to Resist Seismic this Array 2 2 Seismic iR iRooFATM Copyright © 2020 Richard Pantel. All Rights Reserved.13 of 13 2341 S Park Dr - 10-26-231/22/2024