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08-Solar Drawings - Prospect Place-100% CD Building_Permit_Set
HatchHatchElevatorElevatorHatchAERIAL MAP NOT TO SCALEA SITE PLAN NOT TO SCALEB PROJECT INFORMATION: Project:Prospect Place Northampton Client:Tom Chalmers Bill Womeldorf Address:737 Bridge Rd Northampton, MA 01060 TOTAL SYSTEM DETAILS Total System Size:307.125 kW DC (Solar) 250.0 kW AC (Solar) Modules:(525) Q.PEAK DUO XL-G11.X / BFG 585 Optimizers:(263) SolarEdge S1201 Inverters:(5) SolarEdge 50kW 3-Phase Synergy 208V PHASE (1) - RED - System Size:116.42 kW DC (Solar), 100 kW AC (Solar) Modules:(199) Q.PEAK DUO XL-G11.X / BFG 585 Inverters:(2) SolarEdge 50kW 3-Phase Synergy 208V PHASE (2) - GREEN - System Size:190.71 kW DC (Solar), 150 kW AC (Solar) Modules:(326) Q.PEAK DUO XL-G11.X / BFG 585 Inverters:(3) SolarEdge 50kW 3-Phase Synergy 208V DESIGN CRITERIA Ground Snow Load:40 (psf) Design Wind Speed:117 (mph) Exposure Category C Risk Category:II AUTHORITY HAVING JURISDICTION Building:Kevin Ross (413) 587-1239 Electrical:Roger Malo (413) 587-1244 Electrical Utility:NGrid Code Ref:2023 NEC (MA) 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: PROSPECT PLACE NORTHAMPTON TOM CHALMERS BILL WOMELDORF 737 BRIDGE RD NORTHAMPTON, MA 01060 0 8/21/2023 MAYA FULFORD SITE PLAN & PROJECT INFO. NO SCALE 11x17 PV-M1.1 POSSIBLE LOCATION OF SOLAR PV (SMART) PRODUCTION METER & SOLAR PV DISCONNECT FINAL METERING LOCATION AND GROUPING WILL BE DETERMINED BY UTILITY RED - PHASE (1), GREEN - PHASE (2) RED: PHASE (1) SOLAR ARRAY GREEN: PHASE (2) SOLAR ARRAY INVERTER AND AC COMBINERS LOCATION TBD. POSSIBLE OUTDOOR LOCATION SHOWN ALTERNATE INDOOR LOCATION IN MECH. ROOM RED - PHASE (1), GREEN - PHASE (2) APPROXIMATE LOCATION OF NEW 750kVA PAD MOUNTED TRANSFORMER. (UTILITY METERING LOCATION TBD) NOTE: SEE ELECTRICAL LAYOUTS FOR SOLAR EQUIPMENT SIZING. 6' PERIMETER SETBACKS 175A-3P 175A-3P 175A-3P SOLAR AC COMBINNER J-Box INV #1 UTILTIY XMFR 120/208V, 3PHASE POINT OF COMMON COUPLING C 1 BA 2 109 - MODULES 55 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS J-Box INV #2 D 109 - MODULES 55 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS 3 600A-3P LOADS SPD MDP J-Box INV #3 108 - MODULES 54 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS MAIN SWITCHGEAR 208Y/120V, 3ɸ, 4W 65KA BUS 3000A, MAIN 2,500A POINT OF SOLAR INTERCONNECTION. BACK-FED BREAKERS 600A & 400A (2X BREAKERS PROVIDED BY OTHERS FOR PHASE 1 AND 2 OF PROJECT) E 4 F 2500A-3P MAIN SERVICE DISCONNECT LOADS M UTILITY METER M UTILITY METERCT METERING ENCLOSURE 400A-3P METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFORMED BY UTILITY UTILITY METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFIRMED BY UTILITY SOLAR PV RAPID SHUTDOWN UTILITY ACCESSIBLE DISCONNECT G 544 INVERTER INTEGRATED DC DISCONNECTS ETHERNET CONNECTION TO EXISTING LAN EXISTING EQUIPMENT NEW EQUIPMENT OUTSIDE - ON ROOF INSIDE - UTILITY SPACE MAIN SWITCHGEAROUTSIDE - UTILITY ACCESSIBLE / APPROVED LOCATION OUTSIDE - BUILDING METER LOCATIONINSIDE OR OUTSIDE - INVERTER LOCATION ARRAY & STRING SIZING NOTES: ·IF ARRAY AND STRINGS ARE SPLIT BETWEEN MULTIPLE ROOF SECTIONS. USE EXTRA ROOF BOXES TO JOIN ROOF PLANES/STRINGS AS NEEDED. ·MIN (19) MODULES PER STRINGS, MIN (10) OPTIMIZERS PER STRINGS ·MAX (26) MODULES PER STRING (13,000 WATTS DC) ·DO NOT EXCEED MAXIMUM DC POWER PER INVERTER / STRING UNLESS THE LARGER STRING LENGTH IS VALIDATED BY SOLAREDGE DESIGNER. J-Box INV #1 C 1 BA 2 100 - MODULES 50 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 4 - STRINGS OF OPTIMIZERS J-Box INV #2 D 99 - MODULES 50 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 4 - STRINGS OF OPTIMIZERS 3 E 4 F 175A-3P 175A-3P SOLAR AC COMBINNER M UTILITY METERCT METERING ENCLOSURE METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFORMED BY UTILITY IT MAY BE POSSIBLE TO CHANGE THE PHASE (1) METERING TO A SELF CONTAINED METER. THIS WILL NEED TO BE CONFIRMED AT THE TIME OF INTERCONNECTION. SOLAR PV RAPID SHUTDOWN UTILITY ACCESSIBLE DISCONNECT G 544 PROJECT PHASE (1)PROJECT PHASE (2)H INVERTER GRID TRIP SETTINGS FREQUENCY & VOLTAGE - IEEE 1547-2018 and UL 1741 SB TRIP FUNCTIONS PICKUP RANGE CLEARING TIMES Under Frequency (81U)< 56.5 Hz 0.16 Under Frequency (81U)< 58.5 Hz 300 Over Frequency (81O)61.2 Hz < f <62.0Hz 300 Over Frequency (81O)> 62.0 Hz 0.16 Under Voltage (27)< 50% of Nom.1.1 Under Voltage (27)50% <V< 88% of Nom.3 Over Voltage (59)110% <V< 120% of Nom.2 Over Voltage (59)≥ 120% of Nom.0.16 INTERCONNECTION CALCULATIONS ITEM VALUE POWER PHASE 3 Phase NOMINAL GRID VOLTAGE (V)208 INVERTER(S) MAX CONTINUOUS AC OUTPUT CURRENT PER PHASE (A)693.93 TOTAL MAX AC OUTPUT CURRENT WITH CON. USE (*1.25%)(A)867.41 INVERTER(S) INTERCONNECTION OCPD USED (A)(1x) 600, (1x) 400, MAIN OCP DISCONNECT (A)2500 *MAIN PANEL BUSS AMPACITY (A)3000 NEC ALLOWABLE (PANEL BUSS) BACKFEED AMPS AT 120% (A)1100 *LOAD SIDE BREAKER INTERCONNECTION SYSTEM OVERVIEW 307.125 kW DC (Solar) 250.0 kW AC (Solar) EQUIPMENT (525) Q.PEAK DUO XL-G11.X / BFG 585 (263) SolarEdge S1201 (5) SolarEdge 50kW 3-Phase Synergy 208V UTILITY / AHJ / CODE: NGrid Jurisdiction Of Northampton 2023 NEC (MA) EQUIPMENT SCHEDULE (PHASE 1 & 2) KEY QTY DESCRIPTION DATA / MAKE / MODEL A 525 SOLAR MODULE Hanwha Q Cell 585 Q PEAK DUO XL G11.X BFG / Q.Peak DUO XL-G11.X/BFG 585 B 263 POWER OPTIMIZER SolarEdge S1201 C 5 SOLAR INVERTER SolarEdge 50kW 3-Phase 208V, 3 Phase, 208V, 139.5A, 50kW AC (on grid) Max D 2 AC COMBINER PANEL 600A, MLO, 208Y/120V, 3Ph, 4W (175A INVERTER OCP) E 2 SOLAR, UTILITY ACCESSIBLE, RAPID SHUTDOWN DISCONNECT 600A, 3PHASE, 600V, 4W, NEMA3R, VISIBLE BREAK F 2 CT METERING ENCLOSURE 400A - 800A, 3PHASE, 600V, 4W, NEMA3R, 3 connectors per phase, #4, maximum 600 MCM. 36" X 36" X 12" CT'S PROVIDED BY UTILITY G 2 SMART - SOLAR PRODUCTION METER\ UTILITY PROVIDED, INSTRUMENT-RATED METER & ENCLOSURE H 1 MAIN SWITCHGEAR EXISTING: 208Y/120V, 3ɸ, 4W 65KA, BUS 3000A, MAIN 2,500A (1) 600A-3P, (1) 400A-3P INTERCONNECTION BREAKERS LOCATED OPPOSITE MAIN OCP GENERAL NOTES ALL (DC/AC) CONDUCTORS TO BE 600V MIN. RATED UNLESS OTHERWISE NOTED. ARRAY ELECTRICAL BONDING THROUGH LISTED RACKING GROUNDING SYSTEM. SOLAR PV EQUIPMENT CONNECTED TO SERVICE GROUNDING ELECTRODE SYSTEM INSTALLATION SUBJECT TO AHJ APPROVAL WIRE AND CONDUIT SIZES SHOULD BE ADJUSTED FOR VOLTAGE DROP/RISE AS NEEDED. TOTAL VOLTAGE DROP/RISE FOR SERIES CONNECTED WIRING (PV TO POINT OF INTERCONNECTION) SHOULD BE LESS THAN: (DC < ~2%) (AC < ~1.25%) MAX RATE OF POWER EXPORT TO THE POCC IS LIMITED BY THE TOTAL INVERTER(S) AC RATING ALL UTILITY EQUIPMENT AND CUSTOMER DISCONNECTING MEANS WILL BE 24/7 UTILITY ACCESSIBLE, LOCKABLE, GROUPED WITH ANY METERING AND LOCATED OUTSIDE. FINAL METERING LOCATION AND GROUPING WILL BE DETERMINED BY UTILITY 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: PROSPECT PLACE NORTHAMPTON TOM CHALMERS BILL WOMELDORF 737 BRIDGE RD NORTHAMPTON, MA 01060 0 8/21/2023 MAYA FULFORD ELECTRICAL SINGLE LINE NO SCALE 11x17 PV-E1.0 BOTH PHASE 1 & 2 175A-3P 175A-3P 175A-3P SOLAR AC COMBINNER J-Box INV #1 UTILTIY XMFR 120/208V, 3PHASE POINT OF COMMON COUPLING C 1 BA 2 109 - MODULES 55 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS J-Box INV #2 D 109 - MODULES 55 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS 3 600A-3P LOADS SPD MDP J-Box INV #3 108 - MODULES 54 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 5 - STRINGS OF OPTIMIZERS MAIN SWITCHGEAR 208Y/120V, 3ɸ, 4W 65KA BUS 3000A, MAIN 2,500A POINT OF SOLAR INTERCONNECTION. BACK-FED BREAKERS 600A & 400A (2X BREAKERS PROVIDED BY OTHERS FOR PHASE 1 AND 2 OF PROJECT) E 4 F 2500A-3P MAIN SERVICE DISCONNECT LOADS M UTILITY METER M UTILITY METERCT METERING ENCLOSURE 400A-3P METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFORMED BY UTILITY UTILITY METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFIRMED BY UTILITY SOLAR PV RAPID SHUTDOWN UTILITY ACCESSIBLE DISCONNECT G 544 INVERTER INTEGRATED DC DISCONNECTS ETHERNET CONNECTION TO EXISTING LAN EXISTING EQUIPMENT NEW EQUIPMENT OUTSIDE - ON ROOF INSIDE - UTILITY SPACE MAIN SWITCHGEAROUTSIDE - UTILITY ACCESSIBLE / APPROVED LOCATION OUTSIDE - BUILDING METER LOCATIONINSIDE OR OUTSIDE - INVERTER LOCATION ARRAY & STRING SIZING NOTES: ·IF ARRAY AND STRINGS ARE SPLIT BETWEEN MULTIPLE ROOF SECTIONS. USE EXTRA ROOF BOXES TO JOIN ROOF PLANES/STRINGS AS NEEDED. ·MIN (19) MODULES PER STRINGS, MIN (10) OPTIMIZERS PER STRINGS ·MAX (26) MODULES PER STRING (13,000 WATTS DC) ·DO NOT EXCEED MAXIMUM DC POWER PER INVERTER / STRING UNLESS THE LARGER STRING LENGTH IS VALIDATED BY SOLAREDGE DESIGNER. J-Box INV #1 C 1 BA 2 100 - MODULES 50 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 4 - STRINGS OF OPTIMIZERS J-Box INV #2 D 99 - MODULES 50 - OPTIMIZERS 2 - MODULES PER OPTIMIZER 4 - STRINGS OF OPTIMIZERS 3 E 4 F 175A-3P 175A-3P SOLAR AC COMBINNER M UTILITY METERCT METERING ENCLOSURE METERING CONFIGURATION, COMPONENTS AND LOCATION TO BE CONFORMED BY UTILITY IT MAY BE POSSIBLE TO CHANGE THE PHASE (1) METERING TO A SELF CONTAINED METER. THIS WILL NEED TO BE CONFIRMED AT THE TIME OF INTERCONNECTION. SOLAR PV RAPID SHUTDOWN UTILITY ACCESSIBLE DISCONNECT G 544 PROJECT PHASE (1)PROJECT PHASE (2)H CONDUCTOR SCHEDULE & CALCULATIONS (PHASE 1) KEY DESCRIPTION QTY CONDUCTORS CONDUIT COND (A)TERM (A)REQ'D (A)OCP LENGTH VDROP% 1 DC - OPTIMIZER TO JBOX (PV SOURCE)10 #10 - PV WIRE/USE-2 90°C (CU) FREE AIR 20A 40A 18.75A 20A 50ft 0.42% EGC 1 #6 - BARE WIRE (CU) 2 DC - JBOX TO INVERTER 10 #10 - THHN/THWN-2 90°C (CU) .75" - EMT 20A 40A 18.75A 20A 100ft 0.97% EGC 1 #10 - THHN/THWN-2 90°C (CU) 3 AC - INVERTER OUTPUT 3 #2/0 - THHN/THWN-2 90°C (CU) 1.5" - EMT 195A 175A 173.48A 175A 25ft 0.28%EGC 1 #6 - THHN/THWN-2 90°C (CU) NEUTRAL 1 #6 - THHN/THWN-2 90°C (CU) 4 AC - INVERTER COMBINER OUTPUT, (2X CONDUCTORS IN PARALLEL)6 #4/0 - PV WIRE/USE-2 90°C (CU) 3" - EMT 416A 460A 346.97A 400A 100ft 0.70%EGC 1 #3 - PV WIRE/USE-2 90°C (CU) NEUTRAL 1 #2 - PV WIRE/USE-2 90°C (CU) EQUIPMENT SCHEDULE (PHASE 2) KEY QTY DESCRIPTION DATA / MAKE / MODEL A 326 SOLAR MODULE Hanwha Q Cell 585 Q PEAK DUO XL G11.X BFG / Q.Peak DUO XL-G11.X/BFG 585 B 164 POWER OPTIMIZER SolarEdge S1201 C 3 SOLAR INVERTER SolarEdge 50kW 3-Phase 208V, 3 Phase, 208V, 139.5A, 50kW AC (on grid) Max D 1 AC COMBINER PANEL 600A, MLO, 208Y/120V, 3Ph, 4W (175A INVERTER OCP) E 1 SOLAR, UTILITY ACCESSIBLE, RAPID SHUTDOWN DISCONNECT 600A, 3PHASE, 600V, 4W, NEMA3R, VISIBLE BREAK F 1 CT METERING ENCLOSURE 400A - 800A, 3PHASE, 600V, 4W, NEMA3R, 3 connectors per phase, #4, maximum 600 MCM. 36" X 36" X 12" CT'S PROVIDED BY UTILITY G 1 SMART - SOLAR PRODUCTION METER\UTILITY PROVIDED, INSTRUMENT-RATED METER & ENCLOSURE H 1 MAIN SWITCHGEAR EXISTING: 208Y/120V, 3ɸ, 4W 65KA, BUS 3000A, MAIN 2,500A (1) 600A-3P, (1) 400A-3P INTERCONNECTION BREAKERS LOCATED OPPOSITE MAIN OCP 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: PROSPECT PLACE NORTHAMPTON TOM CHALMERS BILL WOMELDORF 737 BRIDGE RD NORTHAMPTON, MA 01060 0 8/21/2023 MAYA FULFORD ELECTRICAL EQ / CIRCUITS NO SCALE 11x17 PV-E1.1 BOTH PHASE 1 & 2 CONDUCTOR SCHEDULE & CALCULATIONS (PHASE 2) KEY DESCRIPTION QTY CONDUCTORS CONDUIT COND (A)TERM (A)REQ'D (A)OCP LENGTH VDROP% 1 DC - OPTIMIZER TO JBOX (PV SOURCE)10 #10 - PV WIRE/USE-2 90°C (CU) FREE AIR 20A 40A 18.75A 20A 50ft 0.42% EGC 1 #6 - BARE WIRE (CU) 2 DC - JBOX TO INVERTER 10 #10 - THHN/THWN-2 90°C (CU) .75" - EMT 20A 40A 18.75A 20A 100ft 0.97% EGC 1 #10 - THHN/THWN-2 90°C (CU) 3 AC - INVERTER OUTPUT 3 #2/0 - THHN/THWN-2 90°C (CU) 1.5" - EMT 195A 175A 173.48A 175A 25ft 0.28%EGC 1 #6 - THHN/THWN-2 90°C (CU) NEUTRAL 1 #6 - THHN/THWN-2 90°C (CU) 4 AC - INVERTER COMBINER OUTPUT, (3X CONDUCTORS IN PARALLEL)9 #4/0 - THHN/THWN-2 90°C (CU) 3" - EMT 546A 690A 520.45A 600A 100ft 0.70%EGC 1 #1 - THHN/THWN-2 90°C (CU) NEUTRAL 1 #2 - THHN/THWN-2 90°C (CU) EQUIPMENT SCHEDULE (PHASE 1) KEY QTY DESCRIPTION DATA / MAKE / MODEL A 199 SOLAR MODULE Hanwha Q Cell 585 Q PEAK DUO XL G11.X BFG / Q.Peak DUO XL-G11.X/BFG 585 B 131 POWER OPTIMIZER SolarEdge S1201 C 2 SOLAR INVERTER SolarEdge 50kW 3-Phase 208V, 3 Phase, 208V, 139.5A, 50kW AC (on grid) Max D 1 AC COMBINER PANEL 600A, MLO, 208Y/120V, 3Ph, 4W (175A INVERTER OCP) E 1 SOLAR, UTILITY ACCESSIBLE, RAPID SHUTDOWN DISCONNECT 600A, 3PHASE, 600V, 4W, NEMA3R, VISIBLE BREAK F 1 CT METERING ENCLOSURE 400A - 800A, 3PHASE, 600V, 4W, NEMA3R, 3 connectors per phase, #4, maximum 600 MCM. 36" X 36" X 12" CT'S PROVIDED BY UTILITY G 1 SMART - SOLAR PRODUCTION METER\UTILITY PROVIDED, INSTRUMENT-RATED METER & ENCLOSURE H 1 MAIN SWITCHGEAR EXISTING: 208Y/120V, 3ɸ, 4W 65KA, BUS 3000A, MAIN 2,500A (1) 600A-3P, (1) 400A-3P INTERCONNECTION BREAKERS LOCATED OPPOSITE MAIN OCP PHASE (1) SYSTEM SIZE 116.42 kW DC (Solar) 100 kW AC (Solar) PHASE (2) SYSTEM SIZE 190.71 kW DC (Solar) 150 kW AC (Solar) SOLAR AC COMBINER PANEL BOARD 600A, MLO 208Y/120V, 3Ph, 4W 20 x 50 x 5.75 in ---------------- OUTPUT TO EXTERIOR PV SYSTEM DISCONNECT AND METERING FLOOR 1113 16"Clearance 76116"Inverter 441116"6"16"16"6" 201 2" SOLAR AC COMBINER PANEL BOARD 600A, MLO 208Y/120V, 3Ph, 4W 20 x 50 x 5.75 in ---------------- OUTPUT TO EXTERIOR PV SYSTEM DISCONNECT AND METERING 201 2"Inverter 391 4" Inverter Clearance 511 4" Total Inverter Wall Clearance 279 7 16" 61 4" PROJECT PHASE (2) COMPONENTSPROJECT PHASE (1) COMPONENTS NOTES: ·36" MINIMUM CLEARANCE IN FRONT OF ALL ELECTRICAL EQUIPMENT ·INVERTERS DO NOT NEED TO BE CONFIGURED IN A SINGLE LINE. ·ACTUAL CONFIGURATION AND LOCATION SUBJECT TO CHANGE BASED ON SITE CONDITIONS. ·CAN BE LOCATED OUTSIDE IF NEEDED (RECOMMEND PLACING INVERTERS UNDER COVER IF OUTSIDE AND NOT IN FULL SOUTHERN SUN) PHASE (1) 117"PHASE (2) 1621 4" Elevation View SCALE: 1/2" = 1'B Plan View SCALE: 1/2" = 1'A 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: PROSPECT PLACE NORTHAMPTON TOM CHALMERS BILL WOMELDORF 737 BRIDGE RD NORTHAMPTON, MA 01060 0 8/21/2023 MAYA FULFORD ELECTRICAL EQ LAYOUT AS SHOWN 11x17 PV-E2.0 SOLAR PV INVERTERS AND AC COMMBINDERS Disconnect 273 4" Disconnect, CT Enclosure, Meter 85"Disconnect 50516"NOTES: ·36" MINIMUM CLEARANCE IN FRONT OF ALL ELECTRICAL EQUIPMENT ·CENTER OF METER AT ~5' FROM GRADE ·METERING LOCATION AND GROUPING WILL BE DETERMINED BY UTILITY ·ALL UTILITY EQUIPMENT AND CUSTOMER DISCONNECTING MEANS WILL BE 24/7 UTILITY ACCESSIBLE, LOCKABLE, GROUPED WITH ANY METERING AND LOCATED OUTSIDE. ·METER SOCKET ENCLOSURE FURNISHED BY UTILITY, INSTALLED BY CONTRACTOR. ·NOTE, IT MAY BE POSSIBLE TO CHANGE THE PHASE (1) METERING TO A SELF CONTAINED METER. THIS WILL NEED TO BE CONFIRMED AT THE TIME OF INTERCONNECTION. UTILITY ACCESSIBLE RAPID SHUTDOWN SOLAR PV DISCONNECT SQD HU365R (OR EQUIVALENT) 600A, 3PHASE 600V, 4W, NEMA3R ------------- FROM PV AC COMBINER OUTPUT CURRENT TRANSFORMER ENCLOSURE. SOLAR PV PRODUCTION METERING MILBANK U1855-O-NE (OR EQUIVALENT) 400A - 800A, 3PHASE 600V, 4W, NEMA3R, 3 connectors per phase #4, maximum 600 MCM. 36" X 36" X 12" (See ESB 750 for full spec) SOLAR PV PRODUCTION METER CT Enclosure 36"Meter 12"CT Enclosure 36"Meter 20"75 8" Disconnect 273 4" Disconnect, CT Enclosure, Meter 85"Disconnect 50516"12"UTILITY ACCESSIBLE RAPID SHUTDOWN SOLAR PV DISCONNECT SQD HU365R (OR EQUIVALENT) 600A, 3PHASE 600V, 4W, NEMA3R ------------- FROM PV AC COMBINER OUTPUT CURRENT TRANSFORMER ENCLOSURE. SOLAR PV PRODUCTION METERING MILBANK U1855-O-NE (OR EQUIVALENT) 400A - 800A, 3PHASE 600V, 4W, NEMA3R, 3 connectors per phase #4, maximum 600 MCM. 36" X 36" X 12" (See ESB 750 for full spec) SOLAR PV PRODUCTION METER CT Enclosure 36"Meter 20"PROJECT PHASE (2) COMPONENTSPROJECT PHASE (1) COMPONENTS Elevation View SCALE: 1/2" = 1'B Plan View SCALE: 1/2" = 1'A 311 WELLS STREET, SUITE B GREENFIELD, MA 01301 WWW.PVSQUARED.COOP 413-772-8788 SIZE: PV SQUARED SOLAR SCALE: DATE: BY: REV: PROJECT: CLIENT: SITE: PROSPECT PLACE NORTHAMPTON TOM CHALMERS BILL WOMELDORF 737 BRIDGE RD NORTHAMPTON, MA 01060 0 8/21/2023 MAYA FULFORD ELECTRICAL EQ LAYOUT AS SHOWN 11x17 PV-E2.1 SOLAR PV DISCONNECT AND METERING REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SETRACKING CONSTRUCTION SET GENERAL NOTES: 1.ALL SITE, PROJECT, AND BUILDING DETAILS ARE PROVIDED BY CUSTOMER OR GENERATED VIA SATELLITE IMAGERY FROM INFORMATION PROVIDED BY CUSTOMER. PANELCLAW IS NOT RESPONSIBLE FOR SITE INACCURACIES THAT COULD LEAD TO CHANGES TO THESE DRAWING DETAILS AND ARRAY LAYOUT CONFIGURATIONS. ALL INFORMATION CONTAINED WITHIN THESE DOCUMENTS ARE TO BE FIELD VERIFIED BY CUSTOMER AND INSTALLER. ANY CHANGES OR MODIFICATIONS TO THESE DOCUMENTS, CONTAINED INFORMATION, OR FINAL ARRAY AND MOUNTING SYSTEM INSTALLATIONS MUST BE SUBMITTED TO PANELCLAW AND OTHER PROJECT AUTHORITIES FOR APPROVAL. 2.REFER TO AND FOLLOW THE APPROPRIATE PANELCLAW INSTALLATION MANUALS AND PROCEDURES DURING THE INSTALLATION PROCESS. NOT FOLLOWING SUCH PROCEDURES AND METHODS COULD RESULT IN DAMAGE TO THE COMPONENTS OR MAY VOID THE PRODUCT WARRANTY. 3.ARRAY SETBACKS: ALL ARRAYS ARE REQUIRED TO BE SETBACK 4-FEET FROM ALL ROOF EDGES UNLESS OTHERWISE SPECIFIED AND CALLED OUT ON THE ARRAY DIAGRAMS ON THIS PAGE OR ON ADDITIONAL ARRAY BALLAST PAGES 4.REFER TO THE SPECIFIC ARRAY BALLAST SHEETS FOR BALLASTING REQUIREMENTS BASED ON THE PROVIDED SITE INFORMATION 5.SYSTEM PSF INCLUDES ALL PANELCLAW RACKING COMPONENTS, MECHANICAL ATTACHMENTS (IF APPLICABLE), PV MODULE AND BALLAST BLOCKS. FOR MAXIMUM SYSTEM POINT LOAD SUMMARY (PLS), REFER TO CALCULATIONS. 6.PANELCLAW AND/OR PANELCLAW CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE STRUCTURE TO SUPPORT LOADS IMPOSED BY THE ARRAY AND MOUNTING SYSTEM. SUPPORT STRUCTURE TO BE CHECKED BY OTHERS 7.ALWAYS ALLOW 6” CLEARANCE BETWEEN NEIGHBORING SUBARRAYS, 6” BETWEEN SUBARRAYS AND ALL FIXED ROOF OBJECTS AND 4' BETWEEN SUBARRAYS AND ROOF EDGES. REFER TO LOCAL FIRE CODES AND ELECTRICAL CODES FOR ADDITIONAL REQUIREMENTS WHICH MAY GOVERN DESIGN. SUBARRAYS THAT USE A SEISMIC ANALYSIS METHOD OF DELTA MPV PER SEAOC OR ASCE 7-16 HAVE THEIR OWN CLEARANCE REQUIREMENTS. REFER TO THE BALLAST LAYOUT SHEETS WITHIN THIS DOCUMENT FOR DETAILS. 8.BALLAST BLOCK DIMENSIONS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS: 3-3/4” THICK MAX., 7-5/8” ± 1/8” WIDTH, 15-5/8” ± 1/8” LENGTH. 9.IF AN ARRAY CLEARANCES TABLE APPEARS BELOW ON THIS PAGE, THE DESIGN UTILIZES THIRD PARTY SEISMIC NON-LINEAR RESPONSE ANALYSIS TO ESTIMATE MAXIMUM ARRAY SEISMIC DISPLACEMENT. THE PREDICTED MOVEMENT IS ONLY AN ESTIMATE. PANELCLAW IS NOT RESPONSIBLE OR LIABLE FOR ANY DAMAGES OR COSTS ASSOCIATED WITH PV ARRAY MOVEMENT INCLUDING MOVEMENT IN EXCESS OF THE CLEARANCES NOTED IN THIS DOCUMENT OR ANY REQUIREMENT TO REPOSITION THE ARRAYS IF MOVEMENT OCCURS. 10.DEFLECTORS MUST BE INSTALLED WHEN WINDS ARE EXPECTED TO EXCEED APPROX. 25% OF WIND SPEED DOCUMENTED IN SITE DESIGN CRITERIA TABLE. DEFLECTORS ARE REQUIRED ON ALL MODULES UNLESS OTHERWISE NOTED ON BALLAST LAYOUT PAGES. SHEET INDEX NO.DESCRIPTION PC-1 COVER SHEET PC-2 PROJECT SUMMARY PC-3 TO PC-4 ARRAY SITE MAP PC-5 TYPICAL ARRAY DIMENSIONS PC-6 ASSEMBLIES PC-7 RACKING COMPONENTS PC-8 BALLAST LEGEND PC-9 TO PC-23 BALLAST LAYOUT - 1 TO 15 PC-24 MECHANICAL ATTACHMENT DETAIL Site Design Criteria - Flat Roof PV System Basis of Design Roof Live Load (psf)20(see footnote 1) Ground Snow Pg (psf)40 Flat Roof Snow Pf (psf)35 Snow Importance Factor (Is)1.0 Wind Design Data Basic Wind Speed (mph)117 Risk Category II Wind Exposure C Earthquake Design Data Risk Category II Importance Factor (Ie)1.00 Component Importance Factor (Ip)1.0 Mapped Acceleration Parameter (Ss)0.171 Mapped Acceleration Parameter(S1)0.066 Seismic Site Class D Design Spectral Acceleration Parameter (Sds)0.182 Design Spectral Acceleration Parameter (Sd1)0.106 Seismic Design Category (SDC)B Basic seismic-force-resisting system(s)N/A (see footnote 2) Base Design Shear = Fp x W N/A (see footnote 2) Response Modification Factor (R)N/A (see footnote 2) Analysis Procedure N/A (see footnote 2) Design Code (with local amendments)IBC 2018 -ASCE 7 - 16 ALTERNATE DESIGN METHOD -SEAOC PV2 1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines 2. Per ASCE 7-16 Section 11.7, nonstructural components in seismic design category (SDC) A are exempt from seismic design requirements. Per Section 13.1.4, mechanical and electrical components in SDC B are exempt from the requirements of Chapter 13 - Seismic Design Requirements for Nonstructural Components. AERIAL PHOTO / SITE DIAGRAM NOT APPROVED FOR CONSTRUCTION DRIFTED SNOW LOAD POTENTIAL! PANELCLAW HAS IDENTIFIED THIS PROJECT AS POTENTIALLY HAVING SIGNIFICANT ROOFTOP DRIFTED SNOW LOADS. PLEASE HAVE THE SE REVIEWING THE ROOF STRUCTURE FOR POTENTIAL SOLAR APPLICATIONS CONSIDER DRIFTED SNOW LOADS IN THEIR ANALYSES. IF DRIFTED SNOW LOADS ARE PRESENT WITHIN THE PROPOSED ARRAY FOOTPRINT(S), PROVIDE PANELCLAW A DRIFTED SNOW LOAD PLAN SO WE CAN AVOID THESE AREAS OR PLAN FOR ADDITIONAL LOADS ACCORDINGLY. IN GENERAL, DRIFTED SNOW LOADS CAN AFFECT MODULE SELECTION (I.E. MAX PSF) AND POINT LOADING FROM PANELCLAW RACKING TO THE ROOF STRUCTURE. PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA COVER SHEET PC-10 23.06.20.1 v3.0.9404.7.1 CM 0Initial Ballast Map LayoutDH2023-07-27 REV DESCRIPTIONPREPCHECK DATE PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1" 2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION: SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: SITE MAP A PC-2NTS RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA PROJECT SUMMARY PC-20 23.06.20.1 v3.0.9404.7.1 CM clawFR 10 Degree - 35 cm PROJECT PART QUANTITY ITEM PART NUMBER QTY Base 500050203 1238 BASE, 03, CFR Module Connector 500050704 1050 MODULE CONNECTOR, 1150, 10D, CFR Rail 2000895 1729 RAIL, 2500, CFR Cam 5000500 1050 CAM, 10D, CFR Cam Claw 2000673 1050 CAM CLAW, CFR Deflector 200088707 525 DEFLECTOR, 10D, 2500, CFR Bolt 2000697 5767 BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH Base Pad 2000678 0 PAD, BASE, CFR CONCRETE MASONRY UNIT N/A 1996 BLOCK, CONCRETE, 32.6 LB, - Xin x 8in x 16in NOMINAL, PARTNER SUPPLIED, SEE INSTALLATION MANUAL NOT APPROVED FOR CONSTRUCTION MECHANICAL ATTACHMENT PART QUANTITY MA Hardware Kit 5000423 2 HW KIT, MA STRUT, 2500, CFR MA Strut 2000930 20 MA STRUT, 2500, CFR Mechanical Attachment TBD 20 To Be Determined (TBD) TOTAL MECHANICAL ATTACHMENT COUNT 20 PROJECT SUMMARY MODULE TYPE HANWHA Q CELLS Q.PEAK DUO XL- G11.3/BFG 585 MODULE DIMENSIONS (IN.)95.12 X 44.65 X 1.38 NUMBER OF MODULES 525 MODULE WATTAGE (W STC)585 SYSTEM SIZE (kW STC)307.125 SYSTEM WEIGHT (LB)114129 SYSTEM AREA (SQ FT.)20016 AGGREGATE SYSTEM LOAD (PSF)5.70 NUMBER OF ARRAYS 15 ARRAY TILT (DEG)8.98 0Initial Ballast Map LayoutDH2023-07-27Roof 2 Roof 1 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY SITE MAP A PC- NTS EXISTING ROOF PERIMETER ARRAY # (TYP) ROOF SETBACK (TYP) KEEPOUTS (TYP) # RACKING CONSTRUCTION SET NOTES: 1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES. NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA ARRAY SITE MAP PC-30 23.06.20.1 v3.0.9404.7.1 CM ROOF NAME ROOF SETBACK (FT.) ROOF HEIGHT (FT) PARAPET HEIGHT (FT) ROOF TILT (DEG) Roof 2 6.00 23.00 0.0 3 KEEPOUT NAME KEEPOUT CLEARANCE (FT.) KEEPOUT HEIGHT (IN.) Group 1 1 12 Group 2 1 60 Group 3 1 36 3 0Initial Ballast Map LayoutDH2023-07-2710' 16' 183' 16' 10' 27' 19' 8' 55' 150' 55' 8' 19' 27' 10' 16' 183' 16' 10' 27' 19' 8' 57' 40' 64' 70' 64' 40' 57' 7' 19' 28' 5 6 7 8 9 10 11 12 13 14 15 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY SITE MAP A PC- NTS EXISTING ROOF PERIMETER ARRAY # (TYP) ROOF SETBACK (TYP) KEEPOUTS (TYP) # RACKING CONSTRUCTION SET NOTES: 1.ALL DIMENSIONS SHOWN ARE BASED UPON INFORMATION PROVIDED TO PANELCLAW. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF THE SOLAR ARRAY. NOTIFY PANELCLAW OF ANY DISCREPANCIES. NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA ARRAY SITE MAP PC-40 23.06.20.1 v3.0.9404.7.1 CM ROOF NAME ROOF SETBACK (FT.) ROOF HEIGHT (FT) PARAPET HEIGHT (FT) ROOF TILT (DEG) Roof 1 6.00 13.00 0.0 3 KEEPOUT NAME KEEPOUT CLEARANCE (FT.) KEEPOUT HEIGHT (IN.) Group 1 1 120 Group 2 1 60 Group 3 1 36 4 0Initial Ballast Map LayoutDH2023-07-2734' 16' 183' 16' 10' 28' 19' 8' 55' 40' 34' 70' 34' 40' 55' 8' 19' 28' 10' 16' 183' 16' 10' 28' 19' 8' 57' 40' 101' 30' 38' 40' 64' 40' 101' 36' 1 2 3 4 'L' RAIL INSTALLATION: USE THE OUTER SET OF HOLES WHEN INSTALLING RAILS BETWEEN MODULES. A (REPEAT DIMENSION EAST-WEST) PL (PANEL LENGTH) M (PROJECTED PANEL WIDTH) B (REPEAT DIMENSION NORTH-SOUTH) D 19 mm (0.748 in) C J PT P D PW ° O W K X N G32.9 mm (1.295 in)S (ON-MODULE BASE SPACING) L (BETWEEN-MODULE BASE SPACING)R AEBE RAIL ON “L” SPACING IS ALWAYS ON TOP OF RAIL ON “S” SPACING. THIS INSTALLATION SEQUENCE IS CRITICAL TO SYSTEM PERFORMANCE. FOR MORE INFORMATION REVIEW THE INSTALLATION MANUAL AND VIDEOS.REV DESCRIPTIONPREPCHECK DATE PANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1" 2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION: SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: ARRAY TOP VIEW B NTSSCALE: ARRAY CROSS SECTION VIEW A NTS SCALE: RAIL DETAIL C NTS RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA 0 23.06.20.1 v3.0.9404.7.1 CM INSTALLED ARRAY DIMENSIONS A B C D G J K M N O P R W X Theta (DEG)D/J (#:1)G.C.R.* * G.C.R = (PW) / B INSTALLATION MEASUREMENTS AEBE S L CAM SPACING* *CAM SPACING SHOWN ON ASSEMBLIES PAGE. MODULE DIMENSIONS PL PW PT mm 2416 1134 35UNITS inches 95.12 44.65 1.38 PC-5 PC-5 PC-5 TYPICAL ARRAY DIMENSIONS PC-5 NOT APPROVED FOR CONSTRUCTION 0Initial Ballast Map LayoutDH2023-07-27UNITS mm 538 1385 1050 60 inches 19 1/8 54 1/2 41 5/16 2 3/8 UNITS mm 2435 1471 123 351 116 177 211 1120 82 61 87 568 335 136 8.98 1.98 0.77 inches 95.87 57.92 4.84 13.82 4.58 6.97 8.30 44.10 3.21 2.39 3.42 20 5/16 13.21 5.35 8.98 1.98 0.77 CAM SPACING BASE HOLE "2" BASE HOLE "1" BASE HOLE "1" BASE HOLE "2" BASE HOLE "3" BASE HOLE "3" BASE HOLE "1"BASE HOLE "2"BASE HOLE "1"BASE HOLE "2"BASE HOLE "1"BASE HOLE "2"BASE HOLE "3"BASE HOLE "2" ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER ORIENTATION MARKER REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: CAM SPACING DETAIL A NTS SCALE: NORTH ASSEMBLY B NTS SCALE: SOUTH ASSEMBLY D NTS SCALE: MIDDLE ASSEMBLY C NTS SCALE: NORTH SOUTH ASSEMBLY E NTS SCALE: EXAMPLE ARRAY CONSTRUCTION F NTS RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA ASSEMBLIES PC-60 23.06.20.1 v3.0.9404.7.1 CM NOT APPROVED FOR CONSTRUCTION 0Initial Ballast Map LayoutDH2023-07-27PC-6 PC-6 PC-6 PC-6 PC-6 PC-6 STANDARD ASSEMBLY QUANTITY NORTH ASSEMBLY 176 SOUTH ASSEMBLY 176 MIDDLE ASSEMBLY 686 NORTH SOUTH ASSEMBLY 12 NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE CAM SPACING mm 60UNITS inches 2 3/8 NOTE: EXAMPLE BALLASTING SHOWN ON THIS PAGE IS FOR REFERENCE ONLY AND DO NOT REFLECT TYPICAL BALLAST PLACEMENT. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST REQUIREMENTS. BASE RAIL DEFLECTOR CAM BRACKET AND CAM CLAW TRANSPARENT MODULE MODULE CONNECTOR REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: CAM BRACKET C NTS SCALE: CAM CLAW B NTS SCALE: RAIL F NTS SCALE: BASE D NTS SCALE: MODULE CONNECTOR E NTSSCALE: DEFLECTOR G NTS SCALE: EXAMPLE RAIL AND BLOCK CONFIGURATION A NTS RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA 0 NOT APPROVED FOR CONSTRUCTION PC-7 RACKING COMPONENTS 23.06.20.1 v3.0.9404.7.1 CM PC-7 PC-7 PC-7 PC-7 PC-7 PC-7 PC-7 0Initial Ballast Map LayoutDH2023-07-27 MECHANICAL ATTACHMENT AT INDICATED LOCATION BALLAST QUANTITY: "#"=QUANTITY OF BALLAST BLOCK INSTALLEDCENTERED UNDER MODULE IF NO BALLAST QUANTITY SHOWN, DO NOT PLACE BALLAST SEE INSTALLATION MANUAL FOR NOTES ON INSTALLING MORE THAN FOUR BALLAST BLOCKS PER MODULE 6 855 2 2 DO NOT INSTALL ADDITIONAL RAIL TO HOLDBALLAST ON MODULES WITH NO BALLASTSHOWN. NOTE: EXAMPLE BALLAST AND ATTACHMENTS SHOWN ON THIS PAGE ARE FOR REFERENCE ONLY. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST/ATTACHMENT REQUIREMENTS. 2 2 4 MODULES LONGER THAN 2100 MM WITH 7 OR 8 BALLAST BLOCKS REQUIRE TWO (2) RAILS.REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: B NTSSCALE: A NTS RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA 0 PC-8 BALLAST LEGENDNOT APPROVED FOR CONSTRUCTION 23.06.20.1 v3.0.9404.7.1 CM PC-8 PC-8 0Initial Ballast Map LayoutDH2023-07-27 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.1 ROOF INFORMATION ROOF HEIGHT (FT)13.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 9 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 5.265 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 24 Module Connector 18 Rail 29 Cam 18 Cam Claw 18 Deflector 9 Base Pad 0 Ballast Block 37 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2049 ARRAY AREA (SQ. FT)340 ARRAY LOAD (PSF) 6.03 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 1.1 PC-90 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 1.1 PC-9 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 54 4 4 4 4 4 44 14.18' 23.90' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 6 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.2 ROOF INFORMATION ROOF HEIGHT (FT)13.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 12 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 7.02 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 28 Module Connector 24 Rail 33 Cam 24 Cam Claw 24 Deflector 12 Base Pad 0 Ballast Block 42 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2476 ARRAY AREA (SQ. FT)458 ARRAY LOAD (PSF) 5.41 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 1.2 PC-100 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 1.2 PC-10 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 4 4 4 4 33 33 33 44 28.66' 15.91' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 4 SOUTH ASSEMBLY 4 MIDDLE ASSEMBLY 16 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.3 ROOF INFORMATION ROOF HEIGHT (FT)13.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 12 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 7.02 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 30 Module Connector 24 Rail 38 Cam 24 Cam Claw 24 Deflector 12 Base Pad 0 Ballast Block 40 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2422 ARRAY AREA (SQ. FT)455 ARRAY LOAD (PSF) 5.32 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 1.3 PC-110 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 1.3 PC-11 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 42 3 3 2 3 4 1 4 4 37 19.00' 23.90' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 12 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 1.4 ROOF INFORMATION ROOF HEIGHT (FT)13.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 12 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 7.02 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 30 Module Connector 24 Rail 38 Cam 24 Cam Claw 24 Deflector 12 Base Pad 0 Ballast Block 40 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 2422 ARRAY AREA (SQ. FT)455 ARRAY LOAD (PSF) 5.32 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 1.4 PC-120 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 1.4 PC-12 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 32 4 4 2 4 3 1 7 3 34 19.00' 23.90' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 6 SOUTH ASSEMBLY 6 MIDDLE ASSEMBLY 12 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.5 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 66 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 38.61 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 146 Module Connector 132 Rail 203 Cam 132 Cam Claw 132 Deflector 66 Base Pad 0 Ballast Block 196 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 12512 ARRAY AREA (SQ. FT)2528 ARRAY LOAD (PSF) 4.95 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.5 PC-130 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.5 PC-13 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 43 3 3 2 3 3 2 2 3 3 2 2 3 3 3 2 3 4 3 3 3 3 3 3 4 3 2 3 3 3 2 2 3 3 2 2 2 3 3 2 2 3 3 3 2 3 4 4 3 3 3 3 3 3 3 3 3 2 8 3 2 4 3 55 67.27' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 104 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.6 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 23 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 13.455 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 64 Module Connector 46 Rail 85 Cam 46 Cam Claw 46 Deflector 23 Base Pad 0 Ballast Block 79 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4755 ARRAY AREA (SQ. FT)865 ARRAY LOAD (PSF) 5.50 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.6 PC-140 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.6 PC-14 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 43 4 4 2 4 4 2 3 4 3 3 4 4 3 4 3 4 4 4 3 33 14.18' 63.85' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 14 NORTH SOUTH ASSEMBLY 4 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.7 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 59 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 34.515 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 132 Module Connector 118 Rail 205 Cam 118 Cam Claw 118 Deflector 59 Base Pad 0 Ballast Block 344 Mechanical Attachment 4 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 16719 ARRAY AREA (SQ. FT)2258 ARRAY LOAD (PSF) 7.40 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.7 PC-150 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.7 PC-15 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 4 8 8 4 8 8 4 4 8 4 7 4 4 7 8 4 4 8 7 7 4 8 4 6 8 8 4 8 6 8 8 4 4 6 8 4 4 4 6 8 4 4 4 7 7 4 6 8 7 46 64 44 8 46 7 62.44' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 90 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.8 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 21 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 12.285 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 54 Module Connector 42 Rail 74 Cam 42 Cam Claw 42 Deflector 21 Base Pad 0 Ballast Block 86 Mechanical Attachment 6 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4813 ARRAY AREA (SQ. FT)795 ARRAY LOAD (PSF) 6.05 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.8 PC-160 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.8 PC-16 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 31 2 1 7 6 8 8 2 4 7 7 7 3 4 6 7 3 28.66' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 10 SOUTH ASSEMBLY 10 MIDDLE ASSEMBLY 20 NORTH SOUTH ASSEMBLY 2 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.9 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 32 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 18.72 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 80 Module Connector 64 Rail 107 Cam 64 Cam Claw 64 Deflector 32 Base Pad 0 Ballast Block 92 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5998 ARRAY AREA (SQ. FT)1215 ARRAY LOAD (PSF) 4.94 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.9 PC-170 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.9 PC-17 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 65 4 4 2 4 3 2 2 4 3 2 1 2 3 2 2 2 3 2 2 3 4 2 2 3 3 2 3 3 34 19.00' 63.85' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 16 SOUTH ASSEMBLY 16 MIDDLE ASSEMBLY 32 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.10 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 80 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 46.8 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 180 Module Connector 160 Rail 253 Cam 160 Cam Claw 160 Deflector 80 Base Pad 0 Ballast Block 245 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 15424 ARRAY AREA (SQ. FT)3061 ARRAY LOAD (PSF) 5.04 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.10 PC-180 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.10 PC-18 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 4 3 3 2 3 4 4 3 2 3 3 3 2 2 3 3 4 3 2 3 2 3 4 4 4 4 2 2 3 3 2 3 3 4 4 3 2 3 3 2 3 4 4 3 2 3 2 3 2 4 3 2 3 2 3 3 3 2 2 3 3 3 2 3 4 3 2 3 4 8 3 2 3 3 3 2 4 3 57 72.10' 55.86' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 20 SOUTH ASSEMBLY 20 MIDDLE ASSEMBLY 120 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.11 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 28 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 16.38 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 70 Module Connector 56 Rail 93 Cam 56 Cam Claw 56 Deflector 28 Base Pad 0 Ballast Block 83 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5328 ARRAY AREA (SQ. FT)1063 ARRAY LOAD (PSF) 5.01 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.11 PC-190 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.11 PC-19 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 43 4 3 2 4 3 2 2 4 3 2 2 3 4 2 2 3 6 2 2 3 4 2 3 3 24 19.00' 55.86' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 28 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.12 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 23 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 13.455 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 64 Module Connector 46 Rail 85 Cam 46 Cam Claw 46 Deflector 23 Base Pad 0 Ballast Block 79 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4755 ARRAY AREA (SQ. FT)865 ARRAY LOAD (PSF) 5.50 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.12 PC-200 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.12 PC-20 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 44 3 4 4 3 4 3 4 4 4 4 3 3 3 2 3 4 2 3 4 34 14.18' 63.85' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 14 NORTH SOUTH ASSEMBLY 4 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.13 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 70 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 40.95 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 154 Module Connector 140 Rail 213 Cam 140 Cam Claw 140 Deflector 70 Base Pad 0 Ballast Block 208 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 13268 ARRAY AREA (SQ. FT)2682 ARRAY LOAD (PSF) 4.95 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.13 PC-210 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.13 PC-21 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 33 3 3 2 3 3 2 3 4 2 2 3 3 3 2 3 4 3 3 3 3 3 3 4 3 2 3 3 3 2 2 3 3 2 2 2 3 3 2 2 3 3 3 2 3 4 3 3 3 3 3 3 3 3 2 5 3 3 2 5 4 3 33 53 75 76.92' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 112 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.14 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 59 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 34.515 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 132 Module Connector 118 Rail 204 Cam 118 Cam Claw 118 Deflector 59 Base Pad 0 Ballast Block 343 Mechanical Attachment 4 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 16687 ARRAY AREA (SQ. FT)2258 ARRAY LOAD (PSF) 7.39 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.14 PC-220 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.14 PC-22 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 8 4 4 7 4 8 4 4 8 8 4 4 8 8 4 8 4 8 8 8 8 4 8 8 8 7 4 8 7 7 4 4 4 7 6 4 4 4 6 6 4 4 4 4 6 4 6 6 4 6 4 4 6 6 8 8 4 7 7 62.44' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 14 SOUTH ASSEMBLY 14 MIDDLE ASSEMBLY 90 NORTH SOUTH ASSEMBLY 0 REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A RACKING CONSTRUCTION SET ARRAY 2.15 ROOF INFORMATION ROOF HEIGHT (FT)23.00 PARAPET HEIGHT (FT) 0.0 ROOF TILT (DEG) 3 ROOF TYPE TBD SPECIFICATIONS NUMBER OF MODULES 19 MODULE POWER (W) 585 ARRAY OUTPUT (Kw) 11.115 ARRAY AZIMUTH 198 PART QUANTITIES ITEM QTY Base 50 Module Connector 38 Rail 69 Cam 38 Cam Claw 38 Deflector 19 Base Pad 0 Ballast Block 82 Mechanical Attachment 6 LOADING DETAILS SINGLE MODULE WT (LB) 75.8 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4500 ARRAY AREA (SQ. FT)718 ARRAY LOAD (PSF) 6.27 NOT APPROVED FOR CONSTRUCTION PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA BALLAST LAYOUT - 2.15 PC-230 23.06.20.1 v3.0.9404.7.1 CM BALLAST LAYOUT - 2.15 PC-23 0Initial Ballast Map LayoutDH2023-07-271/6" = 1'-0" 734 3 5 8 6 7 4 1 7 1 8 3 78 23.83' 39.88' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 10 SOUTH ASSEMBLY 10 MIDDLE ASSEMBLY 16 NORTH SOUTH ASSEMBLY 2 MECHANICAL ATTACHMENT PART TO BE DETERMINED. MANUFACTURED BY OTHERS NOTE: THIS DETAIL IS GENERIC IN NATURE AND IS INTENDED ONLY TO SHOW TYPICAL MECHANICAL ATTACHMENT ASSEMBLY LOCATIONS. REFER TO INDIVIDUAL ARRAY LAYOUTS FOR REQUIRED LOCATIONS. MECHANICAL ATTACHMENT MA STRUT 3/8, 304 S.S. FLAT WASHER 3/8-16, 304 S.S. HARDWARE 1.25" LENGTH BOLT 3/8-16, 304 S.S. HEX FLANGE NUT M6, HARDWARE 16MM LENGTH BOLT STRUT BRACKET U-BRACKET MECHANICAL ATTACHMENT SOUTH EDGE APPLICATION CENTERED BELOW MODULES MECHANICAL ATTACHMENT SOUTH EDGE APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT INTERIOR APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT NORTH EDGE APPLICATION CENTERED BETWEEN MODULES MECHANICAL ATTACHMENT NORTH EDGE APPLICATION CENTERED BELOW MODULES TRANSPARENT PV SOLAR MODULE MECHANICAL ATTACHMENT INTERIOR APPLICATION CENTERED BELOW MODULES MA STRUT NOTE: MECHANICAL ATTACHMENT COMPONENT DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY AND SHOULD BE VERIFIED WITH ATTACHMENT MANUFACTURER PRIOR TO FASTENER DESIGN. EXISTING ROOF. BUILDUP VERIFIED BY OTHERS. FASTENERS DESIGNED AND PROVIDED BY OTHERS. SIZE FASTENERS FOR REQUIRED WORKING LOADS. TBDTBD PANELCLAW MANUFACTURED COMPONENTS COMPONENTS MANUFACTURED BY OTHERS MECHANICAL ATTACHMENT TBD MA STRUT V H TBD BOLTED CONNECTIONS MA STRUT TBD REVDESCRIPTIONPREPCHECKDATEPANELCLAW, INCALL INFORMATION CONTAINED WITHIN THISDOCUMENT IS PROPERTY OF PANELCLAW, INC.THE PURPOSE OF THIS DOCUMENT IS TOFACILITATE THE INSTALLATION OF PANELCLAWSOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DONOT COPY OR DISTRIBUTE WITHOUT PERMISSION. C SCALE: 0"1/2"1"2" ORIGINAL SIZE 36"X24" SHEET SIZE ARCH "D" 1600 OSGOOD ST. SUITE 2023 NORTH ANDOVER, MA 01845 TEL: 978.688.4900 www.panelclaw.com STAMP: PREPARED FOR: PROJECT: LOCATION: REVISION:SHEET: 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: MECHANICAL ATTACHMENT DETAIL B N.T.S.SCALE: MECHANICAL ATTACHMENT DETAIL C N.T.S. SCALE: MECHANICAL ATTACHMENTLOCATION DETAIL A N.T.S. MECHANICAL ATTACHMENT WORST-CASE SERVICE LOAD (LB) 1.HORIZONTAL LOAD H MAY ACT IN ANY DIRECTION 2.WORKING LOADS = ALLOWABLE LOADS (i.e. NON-FACTORED) HORIZONTAL (H)VERTICAL (V) WIND SEISMIC WIND MAXIMUM ALLOWABLE LOAD (LB) HORIZONTAL (H)VERTICAL (V) RACKING CONSTRUCTION SET PV Squared Prospect Place Northampton 737 Bridge Rd, Northampton, MA 01060, USA 0 PC-24 MECHANICAL ATTACHMENT DETAIL 23.06.20.1 v3.0.9404.7.1 CM 0Initial Ballast Map LayoutDH2023-07-27251 0 525 650 525 NOT APPROVED FOR CONSTRUCTION PC-24 PC-24 PC-24 PanelClaw, Inc. ● (978) 688.4900 ● www.panelclaw.com © 2019 Page 1 of 1 Module Specification Sheet There is an issue with the security permission of the Module Spec Sheet provided for this design. In order to view it, click on the image (below) to load as a separate PDF and use Acrobat Reader to make sure it displays properly. Acrobat Reader is available at the link below if not already installed. https://acrobat.adobe.com/us/en/acrobat/pdf-reader.html RACKING CONSTRUCTION SET solaredge.com Power Optimizer For North America S1201 SolarEdge's most advanced, cost-effective Power Optimizer for commercial and large field installations Greater Energy Yields High efficiency (99.5%) with module-level MPPT, for maximized system energy production and revenue, and fast project ROI Supports high power and bifacial PV modules, and high string current for more power per string. Maximum Protection with Built-In Safety Designed to automatically reduce high DC voltage to touch-safe levels, upon grid/inverter shutdown, with SafeDC™ Includes SolarEdge Sense Connect, allowing continuous monitoring to detect overheating due to installation issues or connector-level wear and tear Lower BoS Costs Flexible system design enables maximum space utilization and up to 2x longer string lengths, 50% less cables, fuses and combiner boxes Supports connection of two PV modules in series with easy cable management and fast installation times Simpler O&M Module-level system monitoring enabling pinpointed fault detection and remote, time-saving troubleshooting POWER OPTIMIZER 25 YEAR WARRANTY © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: February 7, 2023 DS-000131-NAM. Subject to change without notice. Power Optimizer For North America S1201 S1201 Units INPUT Rated Input DC Power(1) 1200 W Absolute Maximum Input Voltage (Voc) 125 Vdc MPPT Operating Range 12.5 – 105 Vdc Maximum Short Circuit Current (Isc) of Connected PV Module 15 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION Maximum Output Current 18 Adc Maximum Output Voltage 80 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE Photovoltaic Rapid Shutdown System Compliant with NEC 2014, 2017, 2020 EMC FCC Part15, IEC 61000-6-2, and IEC 61000-6-3 Safety IEC62109-1 (class II safety), UL1741, UL3741, CSA C22.2#107.1 Material UL94 V-0, UV Resistant RoHS Yes Fire Safety VDE-AR-E 2100-712:2013-05 INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H) 129 x 155 x 59 / 5.08 x 6.10 x 2.32 mm / in Weight 1106 / 2.4 gr / lb Input Connector MC4(2) Input Wire Length 1.6 / 5.25(3) m / ft Output Connector MC4 Output Wire Length (+) 5.3 (-) 0.10 / (+) 17.38, (-) 0.32 m / ft Operating Temperature Range(4) -40 to +85 / -40 to +185 ˚C / ˚F Protection Rating IP68 / NEMA6P Relative Humidity 0 – 100 % (1) Rated power of the module at STC will not exceed the power optimizer Rated Input DC Power. Modules with up to +5% power tolerance are allowed. (2) For other connector types please contact SolarEdge. (3) The Sense Connect feature is only enabled on the output cable connectors. (4) For ambient temperatures above +65°C / +149°F power de-rating is applied. PV System Design Using a SolarEdge Inverter(5)(6)(7) 208V Grid 208V Grid 277/480V Grid 277/480V Grid SE10K SE17.3K* SE20K, SE30K SE40K* Compatible Power Optimizers S1201 Minimum String Length Power Optimizers 8 10 15 15 PV Modules 15 19 29 29 Maximum String Length Power Optimizers 30 30 30 30 PV Modules 60 60 60 60 Maximum Continuous Power per String 7200 8820 15300 15300 W Maximum Allowed Connected Power per String(7) 1 string – 8400 1 string – 10020 1 string – 17550 2 strings or less – 17550 W 2 strings or more – 10600 2 strings or more – 13000 2 strings or more – 23000 3 strings or more – 23000 Parallel Strings of Different Lengths or Orientations Yes Maximum Difference in Number of Power Optimizers Allowed Between the Shortest and Longest String Connected to the Same Inverter Unit 5 Power Optimizers *The same rules apply for Synergy units of equivalent power ratings, that are part of the modular Synergy Technology inverter. (5) S1201 cannot be mixed with any other Power Optimizers models in the same string. (6) For each string, a Power Optimizer may be connected to a single PV module if 1) each Power Optimizer is connected to a single PV module or 2) it is the only Power Optimizer connected to a single PV module in the string. (7) To connect more STC power per string, design your project using SolarEdge Designer. solaredge.com Three Phase Inverter with Synergy Technology For the 208V Grid for North America SE50KUS Powered by unique pre-commissioning process for rapid system installation Pre-commissioning feature for automated validation of system components and wiring during the site installation process and prior to grid connection Easy 2-person installation with lightweight, modular design (each inverter consists of 3 Synergy units and 1 Synergy Manager) Independent operation of each Synergy unit enables higher uptime and easy serviceability Built-in thermal sensors detect faulty wiring ensuring enhanced protection and safety Built-in arc fault protection and rapid shutdown Built-in PID mitigation for maximized system performance Monitored* and field-replaceable surge protection devices, to better withstand surges caused by lightning or other events Built-in module-level monitoring with Ethernet or cellular communication for full system visibility INVERTERS 12-20 YEAR WARRANTY *Applicable only for DC and AC SPDs Three Phase Inverter with Synergy Technology For the 208V Grid for North America SE50KUS MODEL NUMBER SExxK-USx2Ixxxx APPLICABLE TO INVERTERS WITH PART NUMBER SE50KUS UNITS OUTPUT Rated AC Active Output Power 50000 W Maximum AC Apparent Output Power 50000 VA AC Output Line Connections 3W + PE, 4W + PE Supported Grids WYE: TN-C, TN-S, TN-C-S, TT, IT, Delta: IT AC Output Voltage Minimum-Nominal-Maximum(1) (L-N) 105 – 120 – 132.5 Vac AC Output Voltage Minimum-Nominal-Maximum(1) (L-L) 183 – 208 – 229 Vac AC Frequency Min-Nom-Max(1) 59.5 – 60 – 60.5 Hz Maximum Continuous Output Current (per Phase, PF=1) 139.5 Aac GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Configurable Power Factor, Country Configurable Thresholds Yes Total Harmonic Distortion ≤ 3 % Power Factor Range +/-0.2 to 1 INPUT Maximum DC Power (Module STC) Inverter / Synergy Unit 87500 / 29165 W Transformer-less, Ungrounded Yes Maximum Input Voltage DC+ to DC- 600 Vdc Operating Voltage Range 370 – 600 Vdc Maximum Input Current 3 x 46.5 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 167kΩ sensitivity per Synergy Unit(2) CEC Weighted Efficiency 97 % Nighttime Power Consumption < 12 W ADDITIONAL FEATURES Supported Communication Interfaces(3) 2 x RS485, Ethernet, Wi-Fi (optional), Cellular (optional) Smart Energy Management Export Limitation Inverter Commissioning With the SetApp mobile application using built-in Wi-Fi access point for local connection Arc Fault Protection Built-in, User Configurable (According to UL1699B) Photovoltaic Rapid Shutdown System NEC 2014, 2017 and 2020, Built-in PID Rectifier Nighttime, built-in RS485 Surge Protection (ports 1+2) Type II, field replaceable, integrated AC, DC Surge Protection Type II, field replaceable, integrated DC Fuses (Single Pole) 25A, integrated Pre-Commissioning Built-in(4) DC SAFETY SWITCH DC Disconnect Built-in STANDARD COMPLIANCE Safety UL1699B, UL1741, UL1741 SA, UL1741 SB, UL1998, CSA C22.2#107.1, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE 1547-2018, Rule 21, Rule 14 (HI) Emissions FCC part 15 class A (1) For other regional settings please contact SolarEdge support. (2) Where permitted by local regulations. (3) For specifications of the optional communication options, visit the Communication product page or the Resource Library to download the relevant product datasheet. (4) Not available for P/Ns SExxK-xxxxxBPxx. Three Phase Inverter with Synergy Technology For the 208V Grid for North America SE50KUS MODEL NUMBER SExxK-USx2Ixxxx APPLICABLE TO INVERTERS WITH PART NUMBER SE50KUS UNITS INSTALLATION SPECIFICATIONS Number of Synergy Units per Inverter 3 AC Max Conduit Size 2 ½" in Max AWG Line / PE 4/0 / 1/0 DC Max Conduit Size 1 x 3”; 2 x 2" in DC Input Inverter / Synergy Unit 12 / 4 pairs; 6 – 12 AWG 3 pairs / 1 pair, Max 2 AWG; copper or aluminum Dimensions (H x W x D) Synergy Unit: 22 x 12.9 x 10.75 / 558 x 328 x 273 Synergy Manager: 14.17 x 22.4 x 11.6 / 360 x 560 x 295 in / mm Weight Synergy Unit: 70.4 / 32 Synergy Manager: 39.6 / 18 lb / kg Operating Temperature Range -40 to +140 / -40 to +60(5) ̊F / ˚C Cooling Fan (user replaceable) Noise < 67 dBA Protection Rating NEMA 3R Mounting Brackets provided (5) For power de-rating information refer to the Temperature De-rating - Technical Note (North America). solaredge.com SolarEdge is a global leader in smart energy technology. By leveraging world-class engineering capabilities and with a relentless focus on innovation, SolarEdge creates smart energy solutions that power our lives and drive future progress. SolarEdge developed an intelligent inverter solution that changed the way power is harvested and managed in photovoltaic (PV) systems. The SolarEdge DC optimized inverter maximizes power generation while lowering the cost of energy produced by the PV system. Continuing to advance smart energy, SolarEdge addresses a broad range of energy market segments through its PV, storage, EV charging, UPS, and grid services solutions. SolarEdge @SolarEdgePV @SolarEdgePV SolarEdgePV SolarEdge www.solaredge.com/corporate/contact solaredge.com © SolarEdge Technologies, Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their respective owners. Date: December 13, 2022 DS-000037-NAM Subject to change without notice. Cautionary Note Regarding Market Data and Industry Forecasts: This brochure may contain market data and industry forecasts from certain third-party sources. This information is based on industry surveys and the preparer’s expertise in the industry and there can be no assurance that any such market data is accurate or that any such industry forecasts will be achieved. Although we have not independently verified the accuracy of such market data and industry forecasts, we believe that the market data is reliable and that the industry forecasts are reasonable. 10clawFR® Flat Roof Racking Specialists PanelClaw® is the only major racking provider in North America focused exclusively on flat roof racking. Our 11+ years of focus on flat roof result in a competitive advantage for our partners. No one knows more about flat roof racking than PanelClaw; no one delivers a more thoroughly tested and reliable platform; and no one matches our level of service. Our mission is to accelerate the deployment of flat roof PV and the best way to do this is to continue to lower its life-cycle cost while maintaining the highest levels of reliability. The clawFR platform is the result of this experience and commitment to flat roof. Engineered for Speed • Single M6 bold hardware kit • No tool module attachment method • 90 degree single-module tilt-up feature • Flexible order of operations installation process allows for optimized coordination of building trades on the roof • Integrated roof protection pads • 10” plus access ways between modules • Only 1 ground lug required per array SYSTEM COMPONENTS Applications < 5° slope flat roofs (up to 7° possible w/engineering review) Roof Type Compatibility Membrane, tar and gravel, ballasted, BUR, concrete, asphalt (not compatible with metal roofs) 3 Shade Ratio Options 1.7:1 | 2.0:1 | 2.5:1 Platform Load ~ 2.0 - ~ 12.0 psf Module Orientation Landscape Module Attachment Airy point flange mounted Basic Wind Speed Up to 190 mph (>190 mph by approval) Wind Exposure Category B and C (D required engineering review) USGS Seismic Categories A, B, C, D (others require engineering review) Building Height No building height limitations Corrosion Resistance ZAM coating provides 5x better resistance than G90 Warranty and Certifications 25 year warranty ANSI/UL 2703-2015 Listed System Fire Rating Class A with Type 1 and Type 2 modules 10clawFR® • A single Ballast Rail part number covers all compatible 60 and 72 cell modules • The Base does not change with module changes • The wind deflector has 2 part numbers that cover all 72 cell module lengths • The Module Connector and Deflector each have 2 part numbers have cover all compatible 72 cell modules Construction designed specifically for O&M, and to assist providers • Recessed Deflector allows for easy access to module connections and optimizer equipment • ZAM coating with 5x better corrosion resistance than G90 • If mechanical roof attachments are needed, they are always placed in the North/South module gaps for easy O&M inspection Safety & Reliabilty clawFR has been tested well beyond code requirements in the US. In addition to wind tunnel testing and ANSI/UL 2703- 2015 listing, we have completed a battery of reliability and performance tests which can all be found at panelclaw.com. Intelligent Componet Design ® (978) 688.4900 | sales@panelclaw.com Made in USApanelclaw.com O&M Features Safety and Reliability © 2019 PanelClaw, Inc. Rail M6 Bolt Wind Deflector Module Connector U-ANCHOR™ | Anchor Products LLC. PO Box 1551 Colleyville, TX 76034 888-575-2131 www.anchorp.com info@anchorp.com Secured Mounting Solutions™ * Specified option is standard. Custom options may be available for additional charge. Lead times may apply depending on roofing manufacturer and product availability. All representations herein are premised on proper installation and use of approved components. Failure to properly install or use of unapproved components voids all Anchor Products representations. Anchor Products systems are included in many roofing manufacturers’ guarantees! Please contact us for more information. Description The U2400-TPO is a lightweight rooftop attachment system consisting of an U-Anchor 2000 Series plate and cover membrane. The cover membrane and separator disk are factory sealed to the top of the plate. The U2400-TPO provides a fastened, watertight, warranted attachment for TPO single-ply membranes. Advantages • Extremely strong and lightweight. • Fast installation, approximate rate of 12 per man hour. • Installs on any surface from flat to vertical. U-Anchor Attachment The U2400-TPO is attached by lifting the flashing to expose the fastening hole on the plate. Then, fastening through the roofing assembly and into the structural decking with 2-8 approved fasteners, as directed by project specific engineering. The membrane cover is then hot air welded around the perimeter to the roof membrane. After verifying the seam integrity with a probe, seam sealer maybe required per roofing manufacturer’s specifications. Project-specific data is required to determine the correct type of fastener and number needed to secure each U-Anchor. An ANSI/SPRI FX-1 Pull Test is recommended to measure the pull-out resistance of fasteners included in the load path, (for example, substrate -> fasteners -> the U-Anchor -> other components.) Equipment Attachment To securely mount your rooftop equipment to the U-Anchor, after its installed, the connection nut must be tightened to approximately 20-25 ft.-lbs. Use a calibrated torque wrench during install to ensure appropriate results are achieved. Refer to product documentation for detailed installation and component requirements. Testing Results are based on plate performance only. • Ultimate Load - Shear: 4,339 lbs • Ultimate Load - Tension: 2,713 lbs Tested in accordance with ICC AC467 Individual roof deck assembly tests available upon request as application specific results may vary. Listings • ICC-ES Evaluation Report ESR-4152 Warranty • 20 Year Limited Material Only Warranty. Subject to terms and conditions. U-ANCHOR™ | U2400-TPO Mechanically Attached Solution For Single-Ply Roofing System Product Specifications Bolts • 3/8”-16 x 1.5” Bolt* • Material Type: 304 Stainless Steel Plate • Outer Diameter: 5.5” • Fastener Hole Diameter: 0.265” (8 holes) • Fastener Hole Pattern: 4.125” Diameter • Steel Thickness: 0.047” (1.194mm) • Material Type: Galvanized Steel G90 Cover Membrane • Manufacturer: Brand or Non-Brand Specific* • Color: Default White* • Length: 11.75” • Width: 11.75” • Thickness: Default 60 mil* Patents • Visit www.anchorp.com/patents Packaging Specifications • Sold Individually OR Full Box Quantity • Individual Weight: Approx. 0.75 lbs • Full Box Quantity: 10 units • Box Weight: Approx. 9 lbs • Box Dimensions: 13” x 11” x 13” • Full Pallet Quantity: 50 boxes • Pallet Dimensions: 48” x 40” x 66” BackFront