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Home My WebLink About1801 E Edinger Ave - PlanI HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. -- A.L.REVISION 2DRAWING INDEX SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 SYSTEM INFORMATION SCOPE OF WORK VICINITY MAP CITY APPROVAL STAMPS LEGAL DESCRIPTION PV 1 COVER PAGE PARCEL MAP PHOTOVOLTAIC GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 x x x x x x 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ABBREVIATIONS BLDG# 101113188 ISS. 05/16/2023 ELEC# 20178006 ISS. 05/16/2023 BLDG P/C by J. Lo, ELEC P/C by M. Smith 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 DRAWING INDEX SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 SYSTEM INFORMATION SCOPE OF WORK VICINITY MAP CITY APPROVAL STAMPS LEGAL DESCRIPTION PV 1 COVER PAGE PARCEL MAP PHOTOVOLTAIC GENERAL NOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 x x x x x x 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ABBREVIATIONS REVISION TO: Bldg# 101113188 Issued 12/06/23 Bldg# 101117333 JLo Issued 12/07/23 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 SITE NOTES SCALE: 1/32" = 1'-0" N S EW PV 2 SITE PLAN 1 A 2 3 SITE PLAN ARRAY INFORMATION ROOF A B ROOF PITCH <5° <5° ROOF MATERIAL TPO TPO ROOF FRAMING 2"x8" RAFTERS @24" O.C. W12"x14" I-JOISTS @24" O.C. MODULE COUNT 71 388 MODULE AREA 1661.8SQ.FT. 9081.1SQ.FT. ARRAY TILT 5° 5° ARRAY AZIMUTH 179° 179° CLEARANCES PROPERTY LINE 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 PRO P E R T Y L I N E EXIS T I N G P A R K I N G EXISTING PARKING EXISTING PARKING STREET ENTRANCE STREET ENTRANCE STREET ENTRANCE E EDINGER AVE RI T C H E Y S T ADJACENT PARKING LOT 99'-5" 184'-8" 212'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 4'-0" A B EXISTING ROOF ACCESS HATCH CHANGE IN GLB SPACING SEE PV 9 STRUCTURAL FIRST FLOOR ELECTRICAL ROOM 480Y/277V, 3Ø-4W 1200A SECTION 1200A MAIN 4'-0" 4'-0" 4'-0" 4'-0"4'-0" 4'-0" 4'-0" 4'-0" 8'-0"8'-0"8'-0" 8'-0" 8'-0" 4'-0" 19'-10" 67'-2" 76'-6" R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2025 S T A T E O F C A L I F O R N I A  1801 E Edinger Ave - 10111733312/7/2023 31 ' 3' 4' MIN I1 S1 I1 S1 I1 S2 I1 S2 I1 S3 I1 S3 I1 S4 I1 S4 I1 S5 I1 S5 I1 S6 I1 S6 I1 S7 I1 S7 I2 S1I2 S1 I2 S3 I2 S3 I2 S2 I2 S2 I2 S4 I2 S4 I2 S5 I2 S5 I2 S7 I2 S7 I2 S6 I2 S6 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 PV 3 PLOT PLAN PLAN LEGEND I1 S1 SCALE: 1/16" = 1'-0" PLOT PLAN SCALE: 3/16" = 1'-0" ELEVATION VIEW N S EW ASCALE: 3/8" = 1'-0" FIRST FLOOR ELECTRICAL ROOM A - B - SCALE: 1/4" = 1'-0" ROOFTOP EQUIPMENT BC C - 1 2 3 4 8'-0" 4'-0" 8'-0" 4'-0" 8'-10" 4'-0" 2'-6" 8'-0" 8'-0"8'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 5 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 PV 8 RACKING DETAILS U-ARCHOR FLASHING SOLAR MODULE (6) #14 WOOD SCREWS AT EACH ATTACHMENT POINT INTO EXISTING PLYWOOD 3/8"x3/4" HEX BOLT W/ 3/8" FLAT WASHER MODULE MID/ END CLAMP (E) ROOF FRAMING ROOFING MATERIAL PROSOLAR RAIL VIF R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2023 S T A T E O F C A L I F O R N I A 2*10)64710) VIF 1801 E Edinger Ave - 10111733312/7/2023 BUILDING SPECIFICATIONS TYPE: STORIES: BUILDING HEIGHT: SQUARE FOOTAGE: ROOF SLOPE (°): ROOF TYPE: FRAME: MOUNTING SPECIFICATIONS B 2 31'-0" 51,312 <5° TPO SEE TABLE RACKING SYSTEM: ATTACHMENT SPACING: MOUNTING TYPE: TILT LEG HEIGHT: HEIGHT OF PV MODULE ABOVE ROOF SURFACE: PROSOLAR SOLARWEDGE 5° 6'-0" TILT 5° ~0'-8" ~1'-6" I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 PV 9 STRUCTURAL STRUCTURAL FRAMING PLAN SCALE: 3/32" = 1'-0" LEGEND [E] G.L.B. @ SEE SPACING [E] 2"x8" RAFTERS @ 2'-0" O.C. [E] W12"x14" I-JOISTS @ 2'-0" O.C. 20'-0" TYP. 11'-4" TYP. PROPOSED PV MODULE ATTACHMENTS APPROXIMATELY 662 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2025 S T A T E O F C A L I F O R N I A  1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 PV 10 UL LISTING 1801 E Edinger Ave - 10111733312/7/2023 NEW EQUIPMENT SCHEDULE #EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION 1 BOVIET SOLAR BVM6612M-450S-H-HC-BF-DG BOVIET SOLAR 450W BIFACIAL PV MODULE 2 SOLAREDGE P1101 SOLAREDGE P1101W SINGLE INPUT DC/DC POWER OPTIMIZER 3 SOLAREDGE SE100KUS SOLAREDGE 100KW INVERTER W/ INTEGRATED DC DISCONNECT 4 PV COMBINER PANEL 400A BUSBAR, MAIN LUG ONLY, 480Y/277V, 3ɸ, 4W, 22KAIC 5 AC DISCONNECT SWITCH 400A, 300A FUSES, 600V, 3ɸ, 4W, 65KAIC VISIBLE BLADE SEPARATION WHEN OPEN & LOCKABLE IN THE OPEN POSITION. SUITABLE FOR USE AS SERVICE EQUIPMENT 6 EXISTING MAIN SERVICE PANEL 1200A BUSBAR, 1200A DISCONNECT, 480Y/277V, 3ɸ, 4W, 65KAIC 1 - A 3 1 - 3 GND BOND EQUIPMENT GROUNDING BAR TO METAL ENCLOSURE 4 MLO N 150A 3P N 150A 3P GND 5 M TO EXISTING LOADS (E) 1200A SWITCHGEAR 3Ø, 4W, 480Y/277V NEMA 3R, 65KAIC SCE METER V349N-004995 EXISTING 1200A 65KAIC TO UTILITY TRANSFORMER 6 (E) EGC TO SWITCHGEAR FRAME/STRUCTURE (E) BONDING JUMP TO GROUND ROD. GROUND SYSTEM SHALL HAVE RESISTANCE OF 25OHM MAX. B C D A +- +- +- MODULE / OPTIMIZER STRING INVERTER #1 1 1 2 1 1 2 1 1 2 LINE SIDE CONNECTION PER 705.12(A) N I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 EQUIPMENT NOTES 1 2 3 4 5 PV 4 SINGLE LINE DIAGRAM 6 7 8 7 8 STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER E 24451 EXP. 12/31/2024 ELECT RICAL ANDREW E. LOPEZ 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 PV 5 GROUNDING MODULE STAR WASHER WITH TEETH TO FRAME MODULE FRAMING GROUNDING SLOT NUT LOCK WASHER DB RATED GROUNDING LUG FLAT WASHER STAINLESS STEEL MOUNTING HARDWARE GROUND WIRE CONDUIT COMPRESSION FITTING LOCK NUT GROUNDING BUSHING WITH LAY-IN LUG ENCLOSURE CONTINUOUS GROUND STRIP INSULATION CONDUIT GROUNDING DETAIL EQUIPMENT GROUND BUSHINGS REQ. FOR SYSTEMS OVER 250V (E) BUILDING GROUNDING ELECTRODE (E) MAIN SWITCHBOARD GND UNSPLICED OR IRREVERSIBLY COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). GROUNDING BUSHING (TYP.) GND MAIN SOLAR AC DISCONNECT UNSPLICED OR IRREVERSIBLY COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). GND SUB-PANEL (WHEN USED) JUNCTION BOX MODULES MODULE GROUND BOND WITH SOLAR RAIL INTEGRATED GROUNDING CLAMPS PER MAN. INSTALL INSTRUCTIONS BOND RAILS SPLICE KIT WITH INTEGRATED BONDING PER MAN. INSTALL INSTRUCTIONS BOND RAILS WITH LAY IN LUGS ILSCO GBL-4DBTH OR EQUIVALENT. 1 PER ROW. UNSPLICED #6 COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). AC GND DC GND STRING INVERTER (TYP.) INV1 INV2 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 PV 7 EQUIPMENT SPECIFICATIONS 1801 E Edinger Ave - 10111733312/7/2023 NEW EQUIPMENT SCHEDULE #EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION 1 BOVIET SOLAR BVM6612M-450S-H-HC-BF-DG BOVIET SOLAR 450W BIFACIAL PV MODULE 2 SOLAREDGE P1101 SOLAREDGE P1101W SINGLE INPUT DC/DC POWER OPTIMIZER 3 SOLAREDGE SE100KUS SOLAREDGE 100KW INVERTER W/ INTEGRATED DC DISCONNECT 4 PV COMBINER PANEL 400A BUSBAR, MAIN LUG ONLY, 480Y/277V, 3ɸ, 4W, 22KAIC 5 AC DISCONNECT SWITCH 400A, 300A FUSES, 600V, 3ɸ, 4W, 65KAIC VISIBLE BLADE SEPARATION WHEN OPEN & LOCKABLE IN THE OPEN POSITION. SUITABLE FOR USE AS SERVICE EQUIPMENT 6 EXISTING MAIN SERVICE PANEL 1200A BUSBAR, 1200A DISCONNECT, 480Y/277V, 3ɸ, 4W, 65KAIC 1 - A 3 1 - 3 GND BOND EQUIPMENT GROUNDING BAR TO METAL ENCLOSURE 4 MLO N 150A 3P N 150A 3P GND 5 M TO EXISTING LOADS (E) 1200A SWITCHGEAR 3Ø, 4W, 480Y/277V NEMA 3R, 65KAIC SCE METER V349N-004995 EXISTING 1200A 65KAIC TO UTILITY TRANSFORMER 6 (E) EGC TO SWITCHGEAR FRAME/STRUCTURE (E) BONDING JUMP TO GROUND ROD. GROUND SYSTEM SHALL HAVE RESISTANCE OF 25OHM MAX. B C D A +- +- +- MODULE / OPTIMIZER STRING INVERTER #1 1 1 2 1 1 2 1 1 2 LINE SIDE CONNECTION PER 705.12(A) N I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 EQUIPMENT NOTES 1 2 3 4 5 PV 4 SINGLE LINE DIAGRAM 6 7 8 7 8 STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER E 24451 EXP. 12/31/2024 ELECT RICAL ANDREW E. LOPEZ 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 6 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 1801 E EDINGER AVE SANTA ANA, CA 92705 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT INTERIOR SOLAR A/C DISCONNECT INTERIOR PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT ROOFTOP DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 120A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 55A 18A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 240A 480V 240A SOLAR A/C DISCONNECT ROOFTOP 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 6 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 1801 E EDINGER AVE SANTA ANA, CA 92705 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT INTERIOR SOLAR A/C DISCONNECT INTERIOR PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT ROOFTOP DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 120A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 55A 18A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 240A 480V 240A SOLAR A/C DISCONNECT ROOFTOP 1801 E Edinger Ave - 10111733312/7/2023 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO.DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 6/21/2023 --A.L.REVISION 3 6/23/2023 --A.L.REVISION 4 9/12/2023 P.R.REVISION 5 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 6 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 1801 E EDINGER AVE SANTA ANA, CA 92705 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT INTERIOR SOLAR A/C DISCONNECT INTERIOR PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT ROOFTOP DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 120A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 55A 18A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 240A 480V 240A SOLAR A/C DISCONNECT ROOFTOP 1801 E Edinger Ave - 10111733312/7/2023 1801 E EDINGER AVE., SANTA ANA, CA 92705 SAS SOLAR INC Prepared For: REVEL ENERGY INC 2323 MAIN ST., IRVINE, CA 92614 949-821-7171 Design Criteria 1 - Code: CALIFORNIA BLDG CODE 2022 / ASCE 7-16 2 - Wind: 110 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) 4 - Steel Grade: A992, Fy = 50 ksi Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 4/12/2023 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 1801 E Edinger Ave - 10111733312/7/2023 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope =5 ° Roof Shape MonoSlope Tributary Width s =6.00 ft Tributary Length l =3.15 ft Effective Area Ae =18.88 f 2 Height of Structure h =31 ft Wind Speed V =110 mph Exposure Categor C Building Width B =140 ft Building Length L =170 ft Zone Width a =12.4 ft Elevation Height zg =93 ft Wind Directionality Kd =0.85 Topography Factor Kt =1.00 Ground Elevation Factor Ke =1.00 Velocity Pressure Exposure Coefficient Kz =0.99 Velocity Pressure qz = 0.00256KzKztKdKeV2 =25.95 psf Solar Array Pressure Equalization a =0.76 Array Edge Factor E =1.50 Zone GCp p = qz(GCp)(E)(a) 3 2.50 -74.06 3r - - 3e - - 2 1.59 -47.08 2r - - 2e - - 2n - - 1 1.10 -32.57 1' - - 1801 E Edinger Ave - 10111733312/7/2023 Loads Wind Pressures qz =-47.08 psf Tributary Length l =3.15 ft Attachment Spacing w =6.00 ft Tributary Area At =18.875 ft2 Solar Panel Load QD =3 psf Wind Load PW = qz * At =-889 lbs Dead Load PD = QD * At =56.625 lbs ASD Uplift Pa = 0.6PW + 0.6PD =-499 lbs Screw to Plywoo # 1 Wood Scre Plywood thickness t l =0.5 in Screw Withdrawal Capacity Tu =350 lbs (Form No. E830E Group 1 Plywood, V.I.F.) Factor of Safety F.O.S.=5 Allowable Withdrawal Ts = Tu / F.O.S.=70.0 lbs Number of Screws per Attachment ns =6 Load Duration Factor CD =1.6 Allowable Uplift per Attachment Ta = CD * Ts * ns =672 lbs Demand Capacity Ratio DCR = Pa / Ta =0.74 < 1 OK Screw Shear Capacity Vu =590 lbs (Form No. E830E Group 1 Plywood, V.I.F.) Factor of Safety F.O.S.=6 Allowable Withdrawal Vs = Vu / F.O.S.=98.3 lbs Number of Screws per Attachment ns =6 Allowable Shear per Attachment Va = CD * Vs * ns =944 lbs Demand Capacity Ratio DCR = Va / Ta =0.53 < 1 OK Plywood Bendin APA Span Rating 32/16 Rafter Spacing L =24 in Tributary Width b =6 ft Equivalent Uniform Load Qa = Pa / (L*b)=-42 psf Plywood Nominal Bending Strength FbS =370 lb-in/ft Load Duration CD =1.6 Panel Size Factor Cs =1.00 Adjusted Plywood Nominal Bending Strength FbS'=592.00 Plywood Design Capacity wb = 96FbS' / L2 =98.67 psf Demand Capacity Ratio DCR = wb / Qa =0.422 < 1 OK Plywood Withdrawa Nail Size 10d Withdrawal Z =36 lbs/in Number of nails per attachment n =4 Embedment Length lem =2.50 in Load Duration CD =1.6 Plywood Design CapacityZ' = Z * n * lem * CD =576 lbs Demand Capacity Ratio DCR = Z' / Pa =0.87 < 1 OK 1801 E Edinger Ave - 10111733312/7/2023 2/14/23, 12:15 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7272705&lng=-117.8426362&address=1801 E Edinger Ave%2C Santa Ana%2C CA 92705%2C USA 1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address:1801 E Edinger Ave, Santa Ana, CA 92705, USA Coordinates:33.7272705, -117.8426362 Elevation:93 ft Timestamp:2023-02-14T20:15:03.321Z Hazard Type:Seismic Reference Document:ASCE7-16 Risk Category:II Site Class:D-default Basic Parameters Name Value Description SS 1.275 MCER ground motion (period=0.2s) S1 0.456 MCER ground motion (period=1.0s) SMS 1.53 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 1.02 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.933 Coefficient of risk (0.2s) CR1 0.928 Coefficient of risk (1.0s) PGA 0.536 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.644 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.275 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.367 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.558 Factored deterministic acceleration value (0.2s) S1RT 0.456 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.491 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.637 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer 93 ft Map data ©2023 Google, INEGI Report a map error 1801 E Edinger Ave - 10111733312/7/2023 Seismic Loading Based on ASCE 7-16 Site Classification:D Seismic Design Category:D Ss = S1 = Sds = Sd1 = Weight of PV Panel PV Panel Model = Panel Weight =lbs Seismic Design Force ap = R = Ip = z = h = Fp = 0.4*ap*Sds*Ip (1+2*z/h)(W)/R =W [GOVERNS] Fp ≤ 1.6*Sds*Ip*W =W [OK] Fp ≥ 0.3*Sds*Ip*W =W [OK] Seismic Load, Fp (horiz)=lbs Check Wood Screw Lateral Design Values for Single Shear Connections per NDS Table 12M Number of Screws N = Shear Capacity per Screw V = Seismic Load Per Screw = #14 wood screws lbs lbs V =170 lbs >S =6.45 lbs [OKAY] 4/12/2023 SHEAR CHECK FOR LATERAL LOADS DUE TO SEISMIC FORCES 1.275 0.456 1 2.5 1.5 28 28 0.7344 2.4480 0.4590 1.020 0.517 BOVIET SOLAR 52.69 6 170 S = W/N 6.45 38.70 Plywood Nail Lateral Design Values for Single Shear Connections per NDS Table 12S Nail Size 10d Shear Capacity V =90 lbs Number of nails per attachment n =4 Total Shear Load Capacity V' = V * n =360 lbs Seismic Load Per Nail S =6.45 in Demand Capacity Ratio DCR = S / V'=0.02 < 1 OK 1801 E Edinger Ave - 10111733312/7/2023 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope =5 ° Roof Shape MonoSlope Tributary Width s =2.00 ft Tributary Length L =31.33 ft Effective Area A = L ( MAX [ s , L/3] )=100 f 2 Height of Structure h =31 ft Wind Speed V =110 mph Exposure Categor C Building Width B =140 ft Building Length L =170 ft Zone Width a =12.4 ft Elevation Height zg =93 ft Wind Directionality Kd =0.85 Topography Factor Kt =1.00 Ground Elevation Factor Ke =1.00 Velocity Pressure Exposure Coefficient Kz =0.99 Velocity Pressure qz = 0.00256KzKztKdKeV2 =25.95 psf Internal Pressure Coefficient (GCpi)=-0.18 Zone GCp p = qz [(GCp) - (Gcpi)] 3 1.60 -46.20 3r - - 3e - - 2 1.50 -43.60 2r - - 2e - - 2n - - 1 1.10 -33.22 1' - - 1801 E Edinger Ave - 10111733312/7/2023 Beam/ Top Chord Check Lumber Moment Demand # of Attachment per Rafter NA =Span : Lenght (ft) : Dead Load Roof Material:QD =psf Live Load QLr =psf Wind Load p = psf Snow Load QS =psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape UW = 20 0.00 24 TPO AT (ft2) 18.875 11.163 pd (lbs) 56.625 -823 pw (lbs) ps (lbs) 0 33.488 -487 0 1 2 3 4 Eave 11.33 20.0 0.00 0.00 0.00 10.00 -43.60 DF-L No. 2 4 1801 E Edinger Ave - 10111733312/7/2023 Wood Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION:2x8 @ 24" OC Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Printed: 21 FEB 2023, 4:19PM Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 1.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 5.666 ft Point Load : D = 0.05660, W = -0.8230 k @ 10.333 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.716: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.667 ft 86.49 psi= = 1,552.50 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +0.60D+0.60W = = = 288.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.300 : 1 0.993 ft= = 1,112.34 psi Maximum Deflection 373 >=180 372 Ratio =324 >=120 Max Downward Transient Deflection 0.196 in 694Ratio =>=180 Max Upward Transient Deflection -0.364 in Ratio = Max Downward Total Deflection 0.365 in Ratio =>=120 Max Upward Total Deflection -0.419 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span #C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1 0.470 162.0027.40 0.000.00 1 0.716 225.0055.47 0.000.00 1 0.622 225.0048.45 0.000.00 1 0.605 288.0076.05 0.000.00 1801 E Edinger Ave - 10111733312/7/2023 Wood Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION:2x8 @ 24" OC Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Printed: 21 FEB 2023, 4:19PM Project Descr: Span #C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length 1.00Length = 11.333 ft 1 0.166 288.0031.16 0.000.00 1 0.388 288.0050.50 0.000.00 1 0.711 288.0086.49 0.000.00 1 0.159 288.0016.44 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +0.60D+0.60W10.0000 0.000 -0.4189 5.667 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum -1.235 -1.234 Overall MINimum 0.227 0.227 D Only 0.212 0.212 +D+Lr 0.438 0.438 +D+0.750Lr 0.382 0.382 +D+0.60W -0.529 -0.529 +D+0.750Lr+0.450W -0.174 -0.174 +D+0.450W -0.344 -0.344 +0.60D+0.60W -0.614 -0.614 +0.60D 0.127 0.127 Lr Only 0.227 0.227 W Only -1.235 -1.234 1801 E Edinger Ave - 10111733312/7/2023 Steel Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION:W12x14 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Printed: 21 FEB 2023, 4:23PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 0.60 ft Point Load : D = 0.05660, W = -0.8230 k @ 5.30 ft Point Load : D = 0.05660, W = -0.8230 k @ 10.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 14.70 ft Point Load : D = 0.05660, W = -0.8230 k @ 19.40 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.100 : 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 10.000 ft 0.9563 k Mn / Omega : Allowable 43.413 k-ft Vn/Omega : Allowable W12x14Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +0.60D+0.60W 42.754 k Section used for this span W12x14 Ma : Applied Maximum Shear Stress Ratio =0.022 : 1 19.429 ft 4.325 k-ft Va : Applied 2,352 >=180. 1982 Ratio =2246 >=120. Maximum Deflection Max Downward Transient Deflection 0.056 in 4,262Ratio =>=180. Max Upward Transient Deflection -0.102 in Ratio = Max Downward Total Deflection 0.121 in Ratio =>=120. Max Upward Total Deflection -0.107 in .Maximum Forces & Stresses for Load Combinations Span # Max Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 20.00 ft 1 0.054 0.011 2.32 2.32 72.50 43.41 1.00 1.00 0.48 71.40 42.75 1 0.100 0.021 4.32 4.32 72.50 43.41 1.00 1.00 0.88 71.40 42.75 1 0.088 0.018 3.82 3.82 72.50 43.41 1.00 1.00 0.78 71.40 42.75 1 0.070 0.018 -3.06 3.06 72.50 43.41 1.00 1.00 0.77 71.40 42.75 1801 E Edinger Ave - 10111733312/7/2023 Steel Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION:W12x14 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Printed: 21 FEB 2023, 4:23PM Project Descr: Span # Max Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length +D+0.750Lr+0.450W Dsgn. L = 20.00 ft 1 0.005 0.004 0.04 -0.21 0.21 72.50 43.41 1.00 1.00 0.18 71.40 42.75 1 0.039 0.011 -1.71 1.71 72.50 43.41 1.00 1.00 0.46 71.40 42.75 1 0.092 0.022 -3.99 3.99 72.50 43.41 1.00 1.00 0.96 71.40 42.75 1 0.032 0.007 1.39 1.39 72.50 43.41 1.00 1.00 0.29 71.40 42.75 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.1211 10.057 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum -2.058 -2.058 Overall MINimum -0.143 -0.143 D Only 0.483 0.483 +D+Lr 0.883 0.883 +D+0.750Lr 0.783 0.783 +D+0.60W -0.751 -0.751 +D+0.750Lr+0.450W -0.143 -0.143 +D+0.450W -0.443 -0.443 +0.60D+0.60W -0.945 -0.945 +0.60D 0.290 0.290 Lr Only 0.400 0.400 W Only -2.058 -2.058 1801 E Edinger Ave - 10111733312/7/2023 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model BOVIET Panel Weight W panel = 52.69 lbs Number of Panels NPV = 459 Total PV System Weight W PV = W panel * NPV =24185 lbs Existing Roof Weight Roof Weight QD =10.0 psf Building Length Lbuild =170 ft Building Width W build =140 ft Roof Area Abuild =23800 ft2 Building Perimeter Pbuild =620 ft Wall Height ht =8 ft Wall weight Qwall =15 psf Interior wall weight Qint =10 psf Roof Load W floor = Abuild * QD =2E+05 lbs Wall Load wall = ht /2 * Qwall * Pbuild + Abuild * Qint /=2E+05 lbs Total Story Weight W build = W floor + W wall =4E+05 lbs Percentage Weight Increas WPV / Wbuild = 6.14% < 10% OKAY 1801 E Edinger Ave - 10111733312/7/2023 z^EK ,16758&7,216 25$1*( &2817< ),5( $87+25,7< 3ODQ6XEPLWWDO&ULWHULD &200(5&,$/SURMHFWV08/7,)$0,/<5(6,'(17,$/SURMHFWV DQG5(6,'(17,$/75$&7GHYHORSPHQWV )LOO LQ WKH SURMHFWEXVLQHVV DGGUHVV DQG SURYLGH D EULHI GHVFULSWLRQ RI WKH VFRSH RI ZRUN DQG W\SH RI EXVLQHVV RSHUDWLRQ WKDW ZLOO WDNH SODFH $QVZHU TXHVWLRQV WKURXJK UHDG DQG LQLWLDO LWHPV DQG WKHQ FRPSOHWH DQG VLJQ WKH FHUWLILFDWLRQ VHFWLRQ ,I \RX DQVZHU ³<(6´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¶ IURP D 'LYLVLRQ RI 2LO *DV DQG *HRWKHUPDO 5HVRXUFHV '2**5 ILHOG ERXQGDU\ ¶ IURP DQ RLOJDV VHHS RU ¶ IURP D ODQGILOO"0HWKDQH:RUN3ODQ35 ,QVWDOODWLRQPRGLILFDWLRQUHSDLU RI XQGHUJURXQG SLSLQJ EDFNIORZ SUHYHQWHUV RU ILUH GHSDUWPHQW FRQQHFWLRQV VHUYLQJ SULYDWH ILUH K\GUDQWVSULQNOHUVWDQGSLSH V\VWHPV"8QGHUJURXQG3ODQ3535 'ULQNLQJGLQLQJUHFUHDWLRQPHHWLQJVWUDLQLQJUHOLJLRXV IXQFWLRQV RU RWKHU JDWKHULQJV LQ D URRP ! 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Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 1801 E Edinger Ave - 101113188 & 2017800605/17/23 1801 E EDINGER AVE., SANTA ANA, CA 92705 SAS SOLAR INC Prepared For: REVEL ENERGY INC 2323 MAIN ST., IRVINE, CA 92614 949-821-7171 Design Criteria 1 - Code: CALIFORNIA BLDG CODE 2022 / ASCE 7-16 2 - Wind: 110 MPH, Exposure: C 3 - Wood Species: DF-L No. 2 (SG = 0.5 ) 4 - Steel Grade: A992, Fy = 50 ksi Notice: Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction & solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. 4/12/2023 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: Job: 1-844-PV ELITE | info@yoursolarplans.com 3000 E. Birch Street Suite 201 | Brea CA 92821 1801 E Edinger Ave - 101113188 & 2017800605/17/23 ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes. Roof Slope =5 ° Roof Shape MonoSlope Tributary Width s = 6.00 ft Tributary Length l = 3.15 ft Effective Area A e = 18.88 ft2 Height of Structure h = 31 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 140 ft Building Length L = 170 ft Zone Width a = 12.4 ft Elevation Height zg = 93 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz =0.99 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 25.95 psf Solar Array Pressure Equalization a = 0.76 Array Edge Factor E = 1.50 Zone GCp p = qz(GCp)( E)( a ) 3 2.50 -74.06 3r -- 3e -- 2 1.59 -47.08 2r -- 2e -- 2n -- 1 1.10 -32.57 1'-- 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Loads Wind Pressures qz = -47.08 psf Tributary Length l = 3.15 ft Attachment Spacing w = 6.00 ft Tributary Area At = 18.875 ft2 Solar Panel Load QD = 3 psf Wind Load PW = qz * At = -889 lbs Dead Load PD = QD * At = 56.625 lbs ASD Uplift Pa = 0.6PW + 0.6PD = -499 lbs Screw to Plywood # 14 Wood Screw Plywood thickness tply = 0.5 in Screw Withdrawal Capacity Tu = 350 lbs (Form No. E830E Group 1 Plywood, V.I.F.) Factor of Safety F.O.S. = 5 Allowable Withdrawal Ts = Tu / F.O.S. = 70.0 lbs Number of Screws per Attachment ns = 6 Load Duration Factor CD = 1.6 Allowable Uplift per Attachment Ta = CD * Ts * ns = 672 lbs Demand Capacity Ratio DCR = Pa / T a = 0.74 < 1 OK Screw Shear Capacity V u = 590 lbs (Form No. E830E Group 1 Plywood, V.I.F.) Factor of Safety F.O.S. = 6 Allowable Withdrawal Vs = Vu / F.O.S. = 98.3 lbs Number of Screws per Attachment ns = 6 Allowable Shear per Attachment Va = CD * Vs * ns = 944 lbs Demand Capacity Ratio DCR = Va / Ta = 0.53 < 1 OK Plywood Bending APA Span Rating 32/16 Rafter Spacing L = 24 in Tributary Width b = 6 ft Equivalent Uniform Load Qa = Pa / (L*b) = -42 psf Plywood Nominal Bending Strength FbS = 370 lb-in/ft Load Duration CD = 1.6 Panel Size Factor Cs = 1.00 Adjusted Plywood Nominal Bending Strength FbS' = 592.00 Plywood Design Capacity wb = 96FbS' / L2 = 98.67 psf Demand Capacity Ratio DCR = wb / Qa = 0.422 < 1 OK Plywood Withdrawal Nail Size 10d Withdrawal Z = 36 lbs/in Number of nails per attachment n = 4 Embedment Length lem = 2.50 in Load Duration CD = 1.6 Plywood Design CapacityZ' = Z * n * lem * CD = 576 lbs Demand Capacity Ratio DCR = Z' / Pa = 0.87 < 1 OK 1801 E Edinger Ave - 101113188 & 2017800605/17/23 2/14/23, 12:15 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7272705&lng=-117.8426362&address=1801 E Edinger Ave%2C Santa Ana%2C CA 92705%2C USA 1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address:1801 E Edinger Ave, Santa Ana, CA 92705, USA Coordinates:33.7272705, -117.8426362 Elevation:93 ft Timestamp:2023-02-14T20:15:03.321Z Hazard Type:Seismic Reference Document: ASCE7-16 Risk Category:II Site Class:D-default Basic Parameters Name Value Description SS 1.275 MCER ground motion (period=0.2s) S1 0.456 MCER ground motion (period=1.0s) SMS 1.53 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 1.02 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.933 Coefficient of risk (0.2s) CR1 0.928 Coefficient of risk (1.0s) PGA 0.536 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.644 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.275 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.367 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.558 Factored deterministic acceleration value (0.2s) S1RT 0.456 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.491 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.637 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer 93 ft Map data ©2023 Google, INEGI Report a map error 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Seismic Loading Based on ASCE 7-16 Site Classification: D Seismic Design Category:D Ss = S1 = Sds = Sd1 = Weight of PV Panel PV Panel Model = Panel Weight = lbs Seismic Design Force ap = R = Ip = z = h = Fp = 0.4*ap*Sds*Ip (1+2*z/h)(W)/R =W [GOVERNS] Fp ≤ 1.6*Sds*Ip*W =W [OK] Fp ≥ 0.3*Sds*Ip*W =W [OK] Seismic Load, Fp (horiz)= lbs Check Wood Screw Lateral Design Values for Single Shear Connections per NDS Table 12M Number of Screws N = Shear Capacity per Screw V = Seismic Load Per Screw = #14 wood screws lbs lbs V = 170 lbs > S = 6.45 lbs [OKAY] 4/12/2023 SHEAR CHECK FOR LATERAL LOADS DUE TO SEISMIC FORCES 1.275 0.456 1 2.5 1.5 28 28 0.7344 2.4480 0.4590 1.020 0.517 BOVIET SOLAR 52.69 6 170 S = W/N 6.45 38.70 Plywood Nail Lateral Design Values for Single Shear Connections per NDS Table 12S Nail Size 10d Shear Capacity V = 90 lbs Number of nails per attachment n = 4 Total Shear Load Capacity V' = V * n = 360 lbs Seismic Load Per Nail S = 6.45 in Demand Capacity Ratio DCR = S / V' = 0.02 < 1 OK 1801 E Edinger Ave - 101113188 & 2017800605/17/23 ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check Roof Slope = 5 ° Roof Shape MonoSlope Tributary Width s = 2.00 ft Tributary Length L = 31.33 ft Effective Area A = L ( MAX [ s , L/3] ) = 100 ft2 Height of Structure h = 31 ft Wind Speed V = 110 mph Exposure Category C Building Width B = 140 ft Building Length L = 170 ft Zone Width a = 12.4 ft Elevation Height zg = 93 ft Wind Directionality Kd = 0.85 Topography Factor Kt = 1.00 Ground Elevation Factor Ke = 1.00 Velocity Pressure Exposure Coefficient Kz = 0.99 Velocity Pressure q z = 0.00256KzKztKdKeV2 = 25.95 psf Internal Pressure Coefficient (GCpi) = -0.18 Zone GCp p = q z [(GCp) - (Gcpi)] 3 1.60 -46.20 3r - - 3e - - 2 1.50 -43.60 2r - - 2e - - 2n - - 1 1.10 -33.22 1'- - 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Beam/ Top Chord Check Lumber: Moment Demand # of Attachment per Rafter NA = Span : Lenght (ft) : Dead Load Roof Material: QD = psf Live Load QLr = psf Wind Load p = psf Snow Load QS = psf Rafter Spacing s = in Wind Load, Portrait Portrait UL = Wind Load, Landscape Landscape UW = 20 0.00 24 TPO AT (ft2) 18.875 11.163 pd (lbs) 56.625 -823 pw (lbs) ps (lbs) 0 33.488 -487 0 1 2 3 4 Eave 11.33 20.0 0.00 0.00 0.00 10.00 -43.60 DF-L No. 2 4 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Wood Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION: 2x8 @ 24" OC Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Project ID: Printed: 21 FEB 2023, 4:19PM Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2022, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 1.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 5.666 ft Point Load : D = 0.05660, W = -0.8230 k @ 10.333 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.716: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.667 ft 86.49 psi= = 1,552.50 psi 2x8 Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +0.60D+0.60W = = = 288.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.300 : 1 0.993 ft= = 1,112.34 psi Maximum Deflection 373 >=180 372 Ratio =324 >=120 Max Downward Transient Deflection 0.196 in 694 Ratio =>=180 Max Upward Transient Deflection -0.364 in Ratio = Max Downward Total Deflection 0.365 in Ratio =>=120 Max Upward Total Deflection -0.419 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C L C C C C F/V m r t d Shear ValuesMax Stress Ratios M C V fb M fv F'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 11.333 ft 1 0.470 0.169 0.90 1.200 1.15 1.00 1.00 0.58 525.89 1117.80 0.20 162.001.00 27.40 1.00+D+Lr 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.716 0.247 1.25 1.200 1.15 1.00 1.00 1.22 1,112.34 1552.50 0.40 225.001.00 55.47 1.00+D+0.750Lr 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.622 0.215 1.25 1.200 1.15 1.00 1.00 1.06 965.72 1552.50 0.35 225.001.00 48.45 1.00+D+0.60W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.605 0.264 1.60 1.200 1.15 1.00 1.00 1.32 1,202.55 1987.20 0.55 288.001.00 76.05 1.00+D+0.750Lr+0.450W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Wood Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION: 2x8 @ 24" OC Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Project ID: Printed: 21 FEB 2023, 4:19PM Project Descr: Span # Moment ValuesLoad Combination C i C LC C C C F/V m r td Shear ValuesMax Stress Ratios M C V fb M fv F'b V F'vSegment Length 1.00Length = 11.333 ft 1 0.166 0.108 1.60 1.200 1.15 1.00 1.00 0.36 330.61 1987.20 0.23 288.001.00 31.16 1.00+D+0.450W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.388 0.175 1.60 1.200 1.15 1.00 1.00 0.84 770.44 1987.20 0.37 288.001.00 50.50 1.00+0.60D+0.60W 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.711 0.300 1.60 1.200 1.15 1.00 1.00 1.55 1,412.91 1987.20 0.63 288.001.00 86.49 1.00+0.60D 1.200 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 11.333 ft 1 0.159 0.057 1.60 1.200 1.15 1.00 1.00 0.35 315.54 1987.20 0.12 288.001.00 16.44 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +0.60D+0.60W1 0.0000 0.000 -0.4189 5.667 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum -1.235 -1.234 Overall MINimum 0.227 0.227 D Only 0.212 0.212 +D+Lr 0.438 0.438 +D+0.750Lr 0.382 0.382 +D+0.60W -0.529 -0.529 +D+0.750Lr+0.450W -0.174 -0.174 +D+0.450W -0.344 -0.344 +0.60D+0.60W -0.614 -0.614 +0.60D 0.127 0.127 Lr Only 0.227 0.227 W Only -1.235 -1.234 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Steel Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION: W12x14 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Project ID: Printed: 21 FEB 2023, 4:23PM Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis : Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing : E: Modulus : 29,000.0 . Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft Load(s) for Span Number 1 Point Load : D = 0.05660, W = -0.8230 k @ 0.60 ft Point Load : D = 0.05660, W = -0.8230 k @ 5.30 ft Point Load : D = 0.05660, W = -0.8230 k @ 10.0 ft Point Load : D = 0.05660, W = -0.8230 k @ 14.70 ft Point Load : D = 0.05660, W = -0.8230 k @ 19.40 ft . Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.100 : 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 10.000 ft 0.9563 k Mn / Omega : Allowable 43.413 k-ft Vn/Omega : Allowable W12x14Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +0.60D+0.60W 42.754 k Section used for this span W12x14 Ma : Applied Maximum Shear Stress Ratio =0.022 : 1 19.429 ft 4.325 k-ft Va : Applied 2,352 >=180. 1982 Ratio =2246 >=120. Maximum Deflection Max Downward Transient Deflection 0.056 in 4,262 Ratio =>=180. Max Upward Transient Deflection -0.102 in Ratio = Max Downward Total Deflection 0.121 in Ratio =>=120. Max Upward Total Deflection -0.107 in .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm Vnx Ma Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 20.00 ft 1 0.054 0.011 2.32 2.32 72.50 43.41 1.00 1.00 0.48 71.40 42.75 +D+Lr Dsgn. L = 20.00 ft 1 0.100 0.021 4.32 4.32 72.50 43.41 1.00 1.00 0.88 71.40 42.75 +D+0.750Lr Dsgn. L = 20.00 ft 1 0.088 0.018 3.82 3.82 72.50 43.41 1.00 1.00 0.78 71.40 42.75 +D+0.60W Dsgn. L = 20.00 ft 1 0.070 0.018 -3.06 3.06 72.50 43.41 1.00 1.00 0.77 71.40 42.75 1801 E Edinger Ave - 101113188 & 2017800605/17/23 Steel Beam Your Solar PlansLic. # : KW-06019089 DESCRIPTION: W12x14 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 File: ec.ec6 Project Title: Engineer: Project ID: Printed: 21 FEB 2023, 4:23PM Project Descr: Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax + Rm Vnx Ma Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length +D+0.750Lr+0.450W Dsgn. L = 20.00 ft 1 0.005 0.004 0.04 -0.21 0.21 72.50 43.41 1.00 1.00 0.18 71.40 42.75 +D+0.450W Dsgn. L = 20.00 ft 1 0.039 0.011 -1.71 1.71 72.50 43.41 1.00 1.00 0.46 71.40 42.75 +0.60D+0.60W Dsgn. L = 20.00 ft 1 0.092 0.022 -3.99 3.99 72.50 43.41 1.00 1.00 0.96 71.40 42.75 +0.60D Dsgn. L = 20.00 ft 1 0.032 0.007 1.39 1.39 72.50 43.41 1.00 1.00 0.29 71.40 42.75 . Location in SpanLoad Combination Max. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.1211 10.057 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum -2.058 -2.058 Overall MINimum -0.143 -0.143 D Only 0.483 0.483 +D+Lr 0.883 0.883 +D+0.750Lr 0.783 0.783 +D+0.60W -0.751 -0.751 +D+0.750Lr+0.450W -0.143 -0.143 +D+0.450W -0.443 -0.443 +0.60D+0.60W -0.945 -0.945 +0.60D 0.290 0.290 Lr Only 0.400 0.400 W Only -2.058 -2.058 1801 E Edinger Ave - 101113188 & 2017800605/17/23 EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5) PV System Weight Module Model BOVIET Panel Weight Wpanel = 52.69 lbs Number of Panels NPV = 459 Total PV System Weight W PV = Wpanel * NPV = 24185 lbs Existing Roof Weight Roof Weight QD = 10.0 psf Building Length Lbuild = 170 ft Building Width W build = 140 ft Roof Area Abuild = 23800 ft2 Building Perimeter Pbuild = 620 ft Wall Height ht = 8 ft Wall weight Qwall = 15 psf Interior wall weight Qint = 10 psf Roof Load Wfloor = Abuild * QD = 2E+05 lbs Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 2E+05 lbs Total Story Weight Wbuild = Wfloor + Wwall = 4E+05 lbs Percentage Weight Increase WPV / Wbuild = 6.14%< 10% OKAY 1801 E Edinger Ave - 101113188 & 2017800605/17/23 NEW EQUIPMENT SCHEDULE # EQUIPMENT MANUFACTURER/MODEL EQUIPMENT DESCRIPTION 1 BOVIET SOLAR BVM7610M-450-H-HC BOVIET SOLAR 450W PV MODULE 2 SOLAREDGE P1101 SOLAREDGE P1101W SINGLE INPUT DC/DC POWER OPTIMIZER 3 SOLAREDGE SE100KUS SOLAREDGE 100KW INVERTER W/ INTEGRATED DC DISCONNECT 4 PV COMBINER PANEL 400A BUSBAR, MAIN LUG ONLY, 480Y/277V, 3ɸ, 4W, 22KAIC 5 AC DISCONNECT SWITCH 400A, 300A FUSES, 600V, 3ɸ, 4W, 65KAIC VISIBLE BLADE SEPARATION WHEN OPEN & LOCKABLE IN THE OPEN POSITION. SUITABLE FOR USE AS SERVICE EQUIPMENT 6 EXISTING MAIN SERVICE PANEL 1200A BUSBAR, 1200A DISCONNECT, 480Y/277V, 3ɸ, 4W, 65KAIC 1 - A 3 1 - 3 GND BOND EQUIPMENT GROUNDING BAR TO METAL ENCLOSURE 4 MLO N 150A 3P N 150A 3P GND 5 M TO EXISTING LOADS (E) 1200A SWITCHGEAR 3Ø, 4W, 480Y/277V NEMA 3R, 65KAIC SCE METER V349N-004995 EXISTING 1200A 65KAIC TO UTILITY TRANSFORMER 6 (E) EGC TO SWITCHGEAR FRAME/STRUCTURE (E) BONDING JUMP TO GROUND ROD. GROUND SYSTEM SHALL HAVE RESISTANCE OF 25OHM MAX. B C D A + - + - + - MODULE / OPTIMIZER STRING INVERTER # 1 1 1 2 1 1 2 1 1 2 LINE SIDE CONNECTION PER 705.12(A) N I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 EQUIPMENT NOTES 1 2 3 4 5 PV 4 SINGLE LINE DIAGRAM 6 7 8 7 8 STATE OF CALIFORNIA REGISTERED PROFESSIONAL ENGINEER E 24451 EXP. 12/31/2024 ELECT RICAL ANDREW E. LOPEZ 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 PV 5 GROUNDING MODULE STAR WASHER WITH TEETH TO FRAME MODULE FRAMING GROUNDING SLOT NUT LOCK WASHER DB RATED GROUNDING LUG FLAT WASHER STAINLESS STEEL MOUNTING HARDWARE GROUND WIRE CONDUIT COMPRESSION FITTING LOCK NUT GROUNDING BUSHING WITH LAY-IN LUG ENCLOSURE CONTINUOUS GROUND STRIP INSULATION CONDUIT GROUNDING DETAIL EQUIPMENT GROUND BUSHINGS REQ. FOR SYSTEMS OVER 250V (E) BUILDING GROUNDING ELECTRODE (E) MAIN SWITCHBOARD GND UNSPLICED OR IRREVERSIBLY COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). GROUNDING BUSHING (TYP.) GND MAIN SOLAR AC DISCONNECT UNSPLICED OR IRREVERSIBLY COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). GND SUB-PANEL (WHEN USED) JUNCTION BOX MODULES MODULE GROUND BOND WITH SOLAR RAIL INTEGRATED GROUNDING CLAMPS PER MAN. INSTALL INSTRUCTIONS BOND RAILS SPLICE KIT WITH INTEGRATED BONDING PER MAN. INSTALL INSTRUCTIONS BOND RAILS WITH LAY IN LUGS ILSCO GBL-4DBTH OR EQUIVALENT. 1 PER ROW. UNSPLICED #6 COMBINED DC GEC AND AC EGC PER NEC 690.47 (C). AC GND DC GND STRING INVERTER (TYP.) INV1 INV2 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 SITE NOTES SCALE: 1/32" = 1'-0" N S EW PV 2 SITE PLAN 1 A 2 3 SITE PLAN ARRAY INFORMATION ROOF A B ROOF PITCH <5° <5° ROOF MATERIAL TPO TPO ROOF FRAMING 2"x8" RAFTERS @24" O.C. W12"x14" I-JOISTS @24" O.C. MODULE COUNT 60 399 MODULE AREA 1404.3SQ.FT. 9338.6SQ.FT. ARRAY TILT 5° 5° ARRAY AZIMUTH 179° 179° CLEARANCES PROPERTY LINE PROPERTY LINE PR O P E R TY LI NE PR O P ER T Y L I N E PROPERTY LINE PRO P E R T Y LINE EXISTING PAR K I NG EXISTING PARKING EXISTING PARKING STREET ENTRANCE STREET ENTRANCE STREET ENTRANCE E EDINGER AVE RI T CH E Y S T ADJACENT PARKING LOT 99'-5" 184'-8" 212'-6" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 4'-0" A B EXISTING ROOF ACCESS HATCH CHANGE IN GLB SPACING SEE PV 9 STRUCTURAL FIRST FLOOR ELECTRICAL ROOM 480Y/277V, 3Ø-4W 1200A SECTION 1200A MAIN 4'-0" 4'-0" 4'-0" 4'-0"4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 8'-0"8'-0" 8'-0" 8'-0" 4'-0" 19'-10" 67'-2" 75'-3" R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2023 S T A T E O F C A L I F O R N I A   1801 E Edinger Ave - 101113188 & 2017800605/17/23 31 ' 3' 4' MIN I1 S1 I1 S1 I1 S2 I 1 S2 I1 S3 I1 S3 I1 S4 I1 S4 I1 S5 I1 S5 I1 S6 I1 S6 I1 S7 I1 S7 I2 S1 I2 S1 I2 S3 I2 S3 I2 S2 I2 S2 I2 S4 I2 S4 I2 S5 I2 S5 I2 S7 I2 S7 I2 S6 I2 S6 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 PV 3 PLOT PLAN PLAN LEGEND I1 S1 SCALE: 1/16" = 1'-0" PLOT PLAN SCALE: 3/16" = 1'-0" ELEVATION VIEW N S EW A SCALE: 3/8" = 1'-0" FIRST FLOOR ELECTRICAL ROOM A - B - SCALE: 1/4" = 1'-0" ROOFTOP EQUIPMENT BC C - 1 2 3 4 8'-0" 4'-0" 8'-0" 4'-0" 9'-3" 4'-0" 2'-6" 8'-0"8'-0" 8'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 10'-9" 5 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2023 S T A T E O F C A L I F O R N I A   1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 SIGNAGE REQUIREMENTS GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT PV 6 SIGNAGE COMBINER BOX/ CIRCUITS/ CONDUIT/ COMBINER BOX/ ENCLOSURES/ EMT ENCLOSURES1 1 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL 1 2 BUILDING / STRUCTURE2 CEC 705.10 - BY MAIN SERVICE PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 1801 E EDINGER AVE SANTA ANA, CA 92705 WARNING ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAIN ELECTRIC SERVICE DISCONNECT INTERIOR SOLAR A/C DISCONNECT INTERIOR PV SOLAR ARRAY(S) SOLAR INVERTER D/C DISCONNECT ROOFTOP DC DISCONNECT/ BREAKER/ RECOMBINER BOX3 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT PHOTOVOLTAIC DC DISCONNECT EMT/ DC CONDUIT RACEWAYS 4 WARNING: PHOTOVOLTAIC POWER SOURCE INVERTER5 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 480V PRODUCTION/ NET METER6 WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT/ BREAKER/ POINTS OF CONNECTION7 PHOTOVOLTAIC AC DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 120A BREAKER PANEL/ PULL BOXES8 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL MAIN SERVICE DISCONNECT 9 WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED WARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR ELECTRIC PV PANELS SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN (690.56(C)(1)(a) YELLOW WITH BLACK LETTERING) RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM 10 BY RAPID SHUTDOWN SWITCH (WITHIN 3 FT)10 10 7 4 3 MAX SYSTEM VOLTAGE: MAX CIRCUIT CURRENT: MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC-TO-DC CONVERTER (IF INSTALLED): POWER SOURCE OUTPUT PV INVERTER DC DISCONNECT 5 8 6 9 PV SYSTEM LABELING REQUIREMENTS NOT TO SCALE AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1 AC PHOTOVOLTAIC DISCONNECT OUTPUT CURRENT: OPERATING VOLTAGE: 1000V 55A 18A 5 7 4 4 *RAPID SHUTDOWN SWITCH CAN BE EITHER THE AC DISCONNECT SWITCH OR A SEPARATE SWITCH. SEE PV 4 FOR TYPE OF RS SWITCH ARC FLASH AND SHOCK HAZARD APPROPRIATE PPE AND TOOLS REQUIRED WHILE WORKING ON THIS ENERGIZED EQUIPMENT. WARNING WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.31(G)(3) CEC 690.53 CEC 690.13(B) CEC 690.54 CEC 690.54 CEC 110.16 CEC 690.59, 705.12(D)(3) CEC 110.27(C) CEC 690.13(B) CEC 690.13(B) CEC 690.13(B) CEC 690.27(C) CEC 690.13(B) CEC 690.27(C) CEC 690.13(F), 705.12(B)(3-4) CEC 690.59, 705.12(B)(3-4) WARNING POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE CEC 705.12(B)(2)(3)(b) 480V 240A 480V 240A SOLAR A/C DISCONNECT ROOFTOP 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 PV 7 EQUIPMENT SPECIFICATIONS 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 PV 10 UL LISTING 1801 E Edinger Ave - 101113188 & 2017800605/17/23 I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 2/9/2023 P.R.CORRECTION 1 PV 8 RACKING DETAILS U-ARCHOR FLASHING SOLAR MODULE (6) #14 WOOD SCREWS AT EACH ATTACHMENT POINT INTO EXISTING PLYWOOD 3/8"x3/4" HEX BOLT W/ 3/8" FLAT WASHER MODULE MID/ END CLAMP (E) ROOF FRAMING ROOFING MATERIAL PROSOLAR RAIL VIF R E G I S T E R E D P R O F E S S ION AL E N G I N E E R C I V I L No. C70784 Exp. 06/30/2023 S T A T E O F C A L I F O R N I A VIF 1801 E Edinger Ave - 101113188 & 2017800605/17/23 BUILDING SPECIFICATIONS TYPE: STORIES: BUILDING HEIGHT: SQUARE FOOTAGE: ROOF SLOPE (°): ROOF TYPE: FRAME: MOUNTING SPECIFICATIONS B 2 31'-0" 51,312 <5° TPO SEE TABLE RACKING SYSTEM: ATTACHMENT SPACING: MOUNTING TYPE: TILT LEG HEIGHT: HEIGHT OF PV MODULE ABOVE ROOF SURFACE: PROSOLAR SOLARWEDGE 5° 6'-0" TILT 5° ~0'-8" ~1'-6" I HEREBY CERTIFY THAT THE WORK PROPOSED TO BE DONE ON THESE PLANS IS IN CONFORMANCE WITH ALL CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA AND FURTHER, IF OMISSIONS OR ERRORS ARE DISCOVERED, I UNDERSTAND THAT THE WORK PERFORMED WILL BE REQUIRED TO COMPLY WITH THE CODES AND ORDINANCES OF THE AHJ OF CITY OF SANTA ANA PRIOR TO FINAL BUILDING INSPECTION. SIGNATURE DATE STATE LICENSE NO. PROJECT LOCATION: SAS SOLAR INC 1801 E EDINGER AVE SANTA ANA, CA 92705 NO. DATE DESCRIPTION STRUC. 1 CONTRACTOR REVEL ENERGY, INC 2323 MAIN ST IRVINE, CA 92614 CSLB #1038433 / B, C46 (949) 821-7171 8/22/2022 INITIAL PLAN SET -- ELECT. A.L. ARCH D (24" X 36") PRINT PAPER SIZE DESCRIPTION: SYSTEM INFO: #1038433 / B, C46 12/5/2022 11/17/2022 REVISION 1 P.R. --A.L.REVISION 2 PV 9 STRUCTURAL STRUCTURAL FRAMING PLAN SCALE: 3/32" = 1'-0" LEGEND [E] G.L.B. @ SEE SPACING [E] 2"x8" RAFTERS @ 2'-0" O.C. [E] W12"x14" I-JOISTS @ 2'-0" O.C. 20'-0" TYP. 11'-4" TYP. PROPOSED PV MODULE ATTACHMENTS APPROXIMATELY 708 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R C I V I L No. C70784 Exp. 06/30/2023 S T A T E O F C A L I F O R N I A   1801 E Edinger Ave - 101113188 & 2017800605/17/23