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HomeMy WebLinkAboutSOLR20-0421 PLAN.pdfPr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 C.1 0 VICINITY MAP RIVERSIDE COUNTY: APN 620170006 CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MONDAY - FRIDAY 7:00 AM - 5:30 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 6:00 AM - 7:00 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED SCOPE OF WORK: Project consists of installing a roof mounted 22.120kw DC commercial solar photovoltaic (PV) system comprised of: (56) Sunpower 395 watt PV modules (#SPR-P19-395-COM), (28) SolarEdge P850 Power Optimizers (2) SolarEdge SE9K-US Inverter, 120Y/208 VOLT, 3Φ Conduits w/fittings and wires, Single Tilt Ballasted Helix System, and all necessary electrical equipment to provide a renewable power source for the customer. PROJECT CONTACTS: CONTRACTOR: RENOVA permits@renovaenergy.com PRIMARY CONTACT: MATTHEW DE LA TORRE SECONDARY CONTACT: Jamie Silva APPLICABLE CODES: CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 NATIONAL ELECTRICAL CODE 2017 CALIFORNIA AMENDMENTS 2019 CITY OF PALM DESERT MUNICIPAL CODE SHEET INDEX GENERAL C1 COVER SHEET S1 SITE PLAN S2 PLOT PLAN ELECTRICAL E1 PROJECT SIGNAGE E2 SINGLE LINE STRUCTURAL P1 PROFILE ELEVATIONS DATA SHEET MODULE INVERTER WIND CALCULATION RACKING AC DISCONNECT LOAD CENTER DAVID THORNBURY 09/21/2020 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S 100 AMP AC DISCONNECT SQUARE-D #DU323RB 240 VOLT LOCATED NEXT TO MAIN NEW METER NEW 600 AMP MAIN PANELBOARD 120/208 VOLT, 3Φ, 4W LOCATED ON NORTHEAST EXTERIOR WALL NOTES: 1. THIS IS A 22.120 KW SOLAR ELECTRIC SYSTEM USING (56) SUNPOWER SPR-P19-395-COM (395 WATT) PHOTOVOLTAIC MODULES AND (28) SOLAREDGE POWER OPTIMIZER #P850 2. THIS SYSTEM IS GRID-INTERTIED VIA UL-LISTED POWER CONDITIONING INVERTER: (2) SOLAREDGE SE9KUS, 120/208 VOLT 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 6.04 LB/SQ FT. ROOF IS VINYL COMP AT 0° 5. THE SYSTEMS SQUARE FOOTAGE IS 1,244 FT² (22% OF TOTAL ROOF AREA). MODULES HAVE AN AZIMUTH OF 165°. 6. MODULES ARE 10° TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A COMMERCIAL BUILDING. 8. MODULES WILL BE SECURED TO ROOFTOP USING SUNPOWER SINGLE TILT HELIX ROOF MOUNTING SYSTEM. 9. OMG POWERGRIP PLUS MECHANICAL ATTACHMENTS TO BE SEALED BY LICENSED ROOF CONTRACTOR. 10. DESIGNED FOR BASIC WIND SPEED OF 130 MPH (WIND EXPOSURE C) PER SUNPOWER CALCULATIONS, SEE SPECS. 11. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 12. MODULE DIMENSIONS ARE 39.3" X 81.4" 13. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 14. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH ALL CAL FIRE GUIDELINES. - STRING #1, INVERTER A - STRING #2, INVERTER A SOLAREDGE 9kW INVERTER "B" SE9KUS 120/208 VOLT, 3Φ LOCATED ON ROOFTOP ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE, 2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE. SOLAR SYSTEM SIZE: 22.120 kW DC CEC AC SYSTEM SIZE: 19.369 kW AC A D O B E S P R I N G S D R I V E - STRING #1, INVERTER B - STRING #2, INVERTER B ROOF ACCESS PR O P E R T Y L I N E SOLAREDGE 9kW INVERTER "A" SE9KUS 120/208 VOLT, 3Φ LOCATED ON ROOFTOP 125 AMP AC LOAD CENTER EATON #3BR1224L125R 120/208 VOLT, 3Φ, 4W LOCATED NEXT TO MAIN PRO P E R T Y L I N E 4' 4' 4 ' 4 ' VENT PR O P E R T Y L I N E EXITING CLUBHOUSE TENNIS COURT CART PARKING CART PARKING CART PARKING CART PARKING SOLAR MODULES DAVID THORNBURY 09/21/2020 0 S1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S NOTE: RED BACKGROUND WITH WHITE LETTERING 3/8" LETTER HEIGHT PROJECT SIGNAGE NOTES & PANEL SCHEDULE AC DISCONNECT WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 50.0 A OPERATING AC VOLTAGE: 208 Volts SOLAR BREAKER WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVER CURRENT DEVICE. MAIN PANEL THIS PANEL IS FED BY TWO SOURCES: UTILITY AND SOLAR PHOTOVOLTAIC MAIN PANEL: MECHANICALLY ATTACHED WARNING THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. MARKING 1. THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8" WHITE ON RED BACKGROUND. (CRC R331.2.1) 2. THE MARKING CONTENT SHALL CONTAIN THE WORDS "WARNING; PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2) SAFEGUARDS 1. SOLAR BREAKER SHALL BE LISTED FOR USE IN EXISTING MAIN PANEL. ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE-D & GE. 2. ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. 3. WILEY CABLE CLIPS SHALL BE USED. 4. ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION FITTINGS. 5. ALL EQUIPMENT SHALL BE LABELED. 6. ADD COMBINER / JUNCTION BOXES AS NEEDED. 7. AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. 8. GROUND FAULT PROTECTION DEVICE IS INTERNALLY BUILT INTO SUNPOWER INVERTERS. 9. MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS. 10. ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. 11. EMT SHALL BE 1" MINIMUM. 12. JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. NOTES 1. WIRE AND SIZES ARE AS INDICATED OR LARGER. 2. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. 3. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. 4. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. ALL WIRING BETWEEN AC MODULES SHALL BE PV-WIRE AND AC CABLE. ALL CONDUIT SHALL BE 1" EMT OR LARGER. ALL CONDUIT SHALL BE BONDED. ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. (2) PV INVERTER (ROOFTOP) DC DISCONNECTS WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. OPERATING CURRENT: 27.7 Amps OPERATING VOLTAGE: 400.0 Volts MAXIMUM VOLTAGE: 500.0 Volts SHORT-CIRCUIT CURRENT: 36 Amps RAPID SHUTDOWN (NEXT TO MAIN) MAIN PANEL (YOU ARE HERE) VA LOAD INVERTER A A B L TYPE C.B. BUS CO D E N R L TR P x x CONNECTED VA (CODE L): 18000 18.00 50.0 A B - 3000 3000 6000 INVERTER A INVERTER A PHASE TOTAL LOAD DESCRIPTION L L - - - - - VA LOAD AB L TYPEC.B. CO D E NRLTRP LOAD DESCRIPTION L L PANEL: MAIN LOCATION: NE EXTERIOR WALL MOUNTING: SURFACE PANEL VOLTAGE: 120/208 V 3Φ,4W BUS: 600A N: NON-CONTINUOUS L: LONG-CONTINUOUS R: DEMANDABLE RECEPTACLES CIRCUIT CODE: CONNECTED VA (CODE R): CONNECTED VA (CODE N): TOTAL CONNECTED KVA: TOTAL PANEL AMPS: PHASE TOTALS A+B+C C C x3000 6000 6000 340 JUNCTION BOX/COMBINER BOX/INVERTER WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION INVERTER WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED. MAIN PANEL PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS INVERTER B L x x- 3000 3000 INVERTER B INVERTER B L L - - - - - L L Lx3000 340 40 40 E1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 0 DAVID THORNBURY 09/21/2020 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S G BAR N BAR TO UTILITY SINGLE LINE DIAGRAM SCALE: N/A 1 CALCULATIONS NEW 600 AMP MAIN PANELBOARD 120/208 VOLT, 3Φ, 4W LOCATED ON NORTHEAST EXTERIOR WALL SERVICE EQUIPMENT IS TOP FED NEW 600A MAIN BREAKER ALL WIRING BETWEEN MODULES SHALL BE TYPE PV-WIRE. ALL CONDUIT SHALL BE BONDED. STEEL CITY 12"X12"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. DC CIRCUITS DC CIRCUITS FROM MODULES TO INVERTER (PER INVERTER) 2 STRINGS X 14 MODULES = 28 MODULES (PER INVERTER) MAX VOLTAGE DC STRING OUTPUT IS 500V PER SOLAREDGE INVERTER AND POWER OPTIMIZER SPEC SHEET MAX OUTPUT PER STRING: 14 MODS X 395 W / 400 V X 1.25 [PER NEC 690.8] = 17.3 AMPS P850 Imax: 18 AMPS EACH CIRCUIT DC CONDUIT SHALL BE MOUNTED 3-1/2" TO 12" ABOVE ROOFTOP SURFACE. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG #10 WIRE = 40 AMPS X .65[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 26.0 AMPS 26.0 AMPS X .80[CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 20.8 AMPS > 17.3 AMPS ✓ 2 STRINGS = (4) #10 THWN-2 WIRE, (1) #8 THWN-2 BARE GROUND EGC 1" EMT @ 40% FILL PER NEC TABLE C.1 = (16) #10 THWN-2 ✓ INVERTER(S) TO 125 AMP AC LOAD CENTER INVERTER A MAX OUTPUT = 25A X 1.25[PER NEC 215.2(A)1] = 31.3 AMPS (40 AMP SOLAR BREAKER) INVERTER B MAX OUTPUT = 25A X 1.25[PER NEC 215.2(A)1] = 31.3 AMPS (40 AMP SOLAR BREAKER) AC CONDUIT SHALL BE MOUNTED ON EXTERIOR WALL. (INVERTER A) #8 WIRE = 55 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 45.1 AMP ≥ 40 AMP ✓ (4) #8 THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND (INVERTER B) #8 WIRE = 55 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 45.1 AMP ≥ 40 AMP ✓ (4) #8 THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND (INVERTER A) 1" EMT @ 40% FILL PER NEC TABLE C.1 = (9) #8 THWN-2 WIRES ✓ (INVERTER B) 1" EMT @ 40% FILL PER NEC TABLE C.1 = (9) #8 THWN-2 WIRES ✓ AC CIRCUITS 125A AC LOAD CENTER TO MAIN PANELBOARD MAX OUTPUT = (25A + 25A) X 1.25 [PER NEC 215.2(A)1] = 62.5 AMPS (70 AMP BREAKER) AC CONDUIT SHALL BE MOUNTED ON EXTERIOR WALL. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG #4 WIRE = 95 X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 77.9 AMPS ≥ 70 AMPS ✓ (4) #4 THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND 1-1/2" EMT @ 40% FILL PER NEC TABLE C.1 = (10) #4 THWN-2 WIRES ✓ MAIN PANEL BACKFEED CALCULATION NEW 600 AMP MAIN PANELBOARD NEW 600 AMP MAIN BREAKER 120% OF 600 AMP BUS: ALLOWABLE BACKFED AMPS [PER NEC 705.12(B)(2)] = 720 AMPS 720 AMP - 600 AMP MAIN BREAKER = 120 TOTAL AMP ALLOWABLE MAX OUTPUT 62.5 AMPS ≤ 120 AMPS ✓ NEW METER # EXISTING GROUNDING ELECTRODE SOLAR SYSTEM SIZE: 22.120 kW DC CEC AC SYSTEM SIZE: 19.369 kW AC M CONDUCTORS Location Conductors Conduit 1 (4) #10 THWN-2, (1) #8 EGC 1" EMT 2 (4) #8 THWN-2, (1) #8 EGC, (1) #8 GEC 1" EMT 3 (4) #4 THWN-2, (1) #8 EGC, (1) #8 GEC 1-1/2" EMT SCALE: N/A 2 DC DISCO.1 2 SOLAREDGE 9kW INVERTER "A" SE9KUS 120/208 VOLT, 3Φ LOCATED ON ROOFTOP 100 AMP AC DISCONNECT SQUARE-D #DU323RB 240 VOLT LOCATED NEXT TO MAIN 3 SOLAR ARRAY (28) SUNPOWER 395 WATT PHOTOVOLTAIC MODULE #SPR-P19-395-COM (2 STRINGS OF 14 MODULES) WITH POWER OPTIMIZERS DC DISCO.1 2 SOLAR ARRAY (28) SUNPOWER 395 WATT PHOTOVOLTAIC MODULE #SPR-P19-395-COM (2 STRINGS OF 14 MODULES) WITH POWER OPTIMIZERS SOLAREDGE 9kW INVERTER "B" SE9KUS 120/208 VOLT, 3Φ LOCATED ON ROOFTOP 40A 40A N BAR G BAR 125 AMP AC LOAD CENTER EATON #3BR1224L125R 120/208 VOLT, 3Φ, 4W LOCATED NEXT TO MAIN 70 AMP SOLAR BREAKER 3 E2 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 0 DAVID THORNBURY 09/21/2020 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S 1 0 ° A A' 4' 4' 4' 4' 1 0 ° P1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 SCALE: 1"=4'2 SCALE:11"=12' TOP VIEW ELEVATION A-A' SCALE: 1"=5'3 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE SCALE: 1"=5'4 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE ELEVATION B-B' *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE ATTACHMENT DETAIL *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE 0 DAVID THORNBURY 09/21/2020 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S (E) CRICKET (TYP) ROOF RIDGE (E) HATCH (TYP) (E) PARAPET (TYP) 6'-9"21'-9" 5' - 1 " 28 ' - 3 " 7 M O D U L E S 8' - 5 " 24 ' - 1 " 6 M O D U L E S 5' - 1 1 " 6'-6" 41' 6 MODULES 22'-1" 72' 73 ' - 1 1 " 41' 6 MODULES 14 1 4 H A R B O U R W A Y S O U T H RI C H M O N D , C A 9 4 8 0 4 U S A ( 5 1 0 ) 5 4 0 - 0 5 5 0 TH I S D O C U M E N T C O N T A I N S P R O P R I E T A R Y I N F O R M A T I O N . R E P R O D U C T I O N , D I S C L O S U R E , O R U S E WI T H O U T S P E C I F I C W R I T T E N A U T H O R I Z A T I O N O F T H E S U N P O W E R C O R P O R A T I O N I S S T R I C T L Y FO R B I D D E N . ENGINEER'S STAMP 1"0 1 2" IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE DATE DRAWN RE V D E S I G N # SHEET DE S C R I P T I O N RE V I S I O N S DA T E DB C B HE L I X S I N G L E T I L T 1 0 ° 4321 4321 A B C D A B C DOPPORTUNITY # REV:CVAR.HELIX.WW17.20 SP 1.0 RE N O V A E N E R G Y C O R P . PA L M D E S E R T G R E E N S 73 7 5 0 C O U N T R Y C L U B D R PA L M D E S E R T CA 9 2 2 6 0 CP19-1728771 09-14-20 AR R A Y L A Y O U T A D- 0 1 0 6 6 5 7 P R O P O S A L 08 - 0 4 - 2 0 JP R C B D - 0 1 0 7 6 6 6 S I T E - N E W I N F O 09 - 1 4 - 2 0 JA R C THE PROPOSED ARRAY LAYOUT SHOWN IS DESIGNED TO FIT EXISTING CONDITIONS AS THEY ARE DESCRIBED ON THIS DRAWING. LAYOUT AND QUANTITIES ARE SUBJECT TO CHANGE BASED ON PARTNER/CONTRACTOR VERIFICATION OF ACTUAL SITE CONDITIONS. PROJECT SCOPE ROOFTOP BOUNDARY ROOF BOUNDARY AND ROOF OBSTRUCTION SETBACK SOLAR MODULES SINGLE TILT LATITUDE: 33.7582657° LONGITUDE: -116.3812342° SITE VICINITY MAP 1. LAYOUT ASSUMES THAT ADDITION OF ARRAY WILL NOT INCREASE THE DEMAND/CAPACITY RATIO OF ANY MEMBER IN THE BUILDING'S LATERAL FORCE RESISTING SYSTEM BY MORE THAN 10%, RELATIVE TO ORIGINAL CONSTRUCTION, PER IBC/CBC 3404.4. 2. POINT OF INTERCONNECTION & METER # TBD. LEGEND PROJECT SUMMARY DC SYSTEM SIZE (kW)22.120 TOTAL # OF MODULE 56 MODULE TYPE RACKING SYSTEM TYPE - ROOF COVER RATIO AZIMUTH -15° ROOF HEIGHT / PITCH 25' / 0° SPR-P19-395-COM HST10-11-P-SERIES-.77 SCALE:1 ARRAY LAYOUT 3/16" = 1'-0" WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 SHEET TITLE: A B C D A B C D RACKING 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. REQUIRED ARRAY CLEARANCES PER ASCE 7-16 CONDITION DESCRIPTION MINIMUM SEPARATION 1 BETWEEN SEPARATE SOLAR ARRAYS OF SIMILAR CONSTRUCTION (0.5) (Mpv) 2 BETWEEN A SOLAR ARRAY AND A FIXED OBJECT ON THE ROOF OR SOLAR ARRAY OF DIFFERENT CONSTRUCTION (Mpv) 3 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITH A QUALIFYING PARAPET (Mpv) 4 BETWEEN A SOLAR ARRAY AND A ROOF EDGE WITHOUT A QUALIFYING PARAPET (2.0) (Mpv) >= 4ft NOTE: SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING MUST BE PROVIDED TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. SHEET INDEX NO. DESCRIPTION PC-1 COVER SHEET PC-2 PROJECT SUMMARY PC-3 ARRAY SITE MAP PC-4 TYPICAL ARRAY DIMENSIONS PC-5 ASSEMBLIES PC-6 RACKING COMPONENTS PC-7 BALLAST LEGEND PC-8 TO PC-9 BALLAST LAYOUT - 1 TO 2 PC-10 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)0 Flat Roof Snow Pf (psf) 0 Snow Importance Factor (Is) 1.0 Wind Design Data Basic Wind Speed (mph) 130 (SPECIAL WIND REGION) Risk Category II Design Life (years) 50 Years Wind Exposure B Earthquake Design Data Risk Category II Importance Factor (Ie) 1.00 Component Importance Factor (Ip) 1.0 Mapped Acceleration Parameter (Ss) 1.577 Mapped Acceleration Parameter(S1) 0.746 Seismic Site Class D Design Spectral Acceleration Parameter (Sds) 1.262 Design Spectral Acceleration Parameter (Sd1) 0.845 Seismic Design Category (SDC) D Basic seismic-force-resisting system(s) (see footnote 2) Base Design Shear = Fp x W 0.61 W Response Modification Factor (R) 2.5 Analysis Procedure (see footnote 2) Design Code (with local amendments)IBC 2018 - ASCE 7 - 16 ALTERNATE DESIGN METHOD SEAOC PV1 - SEAOC PV2 1. Roof Live Load only applicable to areas not covered by PV modules. Reference SEAOC Design Guidelines AERIAL PHOTO / SITE DIAGRAM THIS CONSTRUCTION SET PROVIDES THE RACKING LAYOUT FOR ALL ARRAYS WITH NUMBER OF BALLAST BLOCKS AND/OR MECHANICAL ATTACHMENTS BASED ON THE APPROVED STRUCTURAL CALCULATIONS FOR THE COMPLETED INSTALLED CONDITION OF THE SOLAR ARRAY. THE INSTALLER IS RESPONSIBLE FOR THE SAFETY AND CARE OF THE ARRAY DURING ALL PHASES OF INSTALLATION. THEREFORE, THE INSTALLER MUST MONITOR THE WEATHER FORECAST AND TAKE NECESSARY PRECAUTIONS (SEE GENERAL NOTE #10) TO TEMPORARILY SHORE/BRACE ALL ARRAYS DURING CONSTRUCTION UNTIL INSTALLATION IS COMPLETED IN CONFORMANCE WITH THIS APPROVED CONSTRUCTION SET AND THE PRODUCT INSTALLATION MANUAL (SEE GENERAL NOTE #2). THE INSTALLER HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION OF THE SOLAR ARRAY FOR COMPLIANCE WITH LAWS, REGULATIONS, AND CODES, AND FOR THE SAFETY OF CONSTRUCTION APPLICABLE TO THIS WORK. APPROVED FOR CONSTRUCTION Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States COVER SHEET PC-10 06.02.11.61.0.0.9.6 2.19.8292.19.3 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 We s t S h o r e D e s i g n En g i n e e r s , P . C . ( N i c o l a s Ni t t i , P . E . ) R e v i e w f o r st r u c t u r a l p u r p o s e s o n l y , i n as s o c i a t i o n w i t h W e s t S h o r e De s i g n E n g i n e e r s , P . C . st r u c t u r a l l a t e r a l a n a l y s i s . WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: SITE MAP A PC-2NTS Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States PROJECT SUMMARY PC-20 06.02.11.61.0.0.9.6 2.19.8292.19.3 clawFR 10 Degree - 29 cm PROJECT PART QUANTITY ITEM PART NUMBER QTY Base 500050202 136 BASE, 02, CFR Module Connector 500050701 112 MODULE CONNECTOR, 1030, 10D, CFR Rail 2000695 175 RAIL, CFR Cam 5000500 112 CAM, 10D, CFR Cam Claw 2000673 112 CAM CLAW, CFR Deflector 200088703 56 DEFLECTOR, 10D, 03, CFR Bolt 2000697 609 BLT, HEX FLG, TRI, M6X16, GR8.8, PATCH Base Pad 2000678 0 PAD, BASE, CFR CONCRETE MASONRY UNIT N/A 181 BLOCK, CONCRETE, 32.6 LBS - 4in X 8in X 16in NOMINAL, PARTNER SUPPLIED PPROVED FOR CONSTRUCTION MECHANICAL ATTACHMENT PART QUANTITY MA Hardware Kit 500022301 1 HW KIT, MA STRUT, STD, CFR MA Strut 2000830 4 MA STRUT, CFR Mechanical Attachment TBD 4 To Be Determined (OMG PowerGrip Plus) TOTAL MECHANICAL ATTACHMENT COUNT 4 PROJECT SUMMARY MODULE TYPE SUNPOWER SPR-P19-395-COM MODULE DIMENSIONS (IN.) 81.38 X 39.29 X 1.81 NUMBER OF MODULES 56 MODULE WATTAGE (W STC) 395 SYSTEM SIZE (kW STC) 22.12 SYSTEM WEIGHT (LB) 9606 SYSTEM AREA (SQ FT.) 1590 AGGREGATE SYSTEM LOAD (PSF) 6.04 NUMBER OF ARRAYS 2 ARRAY TILT (DEG) 10.11 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 Roof 1 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 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) # 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. APPROVED FOR CONSTRRRUCCCTIOOOON Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States ARRAY SITE MAP PC-30 06.02.11.61.0.0.9.6 2.19.8292.19.3 ROOF NAME ROOF SETBACK (FT.) Roof 1 4 3 KEEPOUT NAME KEEPOUT CLEARANCE (FT.) KEEPOUT HEIGHT (IN.) Group 1 4 24 Group 2 0.5 12 Group 3 1 12 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 72' 74' 72' 26' 8' 23' 8' 26' 1 2 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. A (REPEAT DIMENSION EAST-WEST) PL (PANEL LENGTH) M (PROJECTED PANEL WIDTH) B (REPEAT DIMENSION NORTH-SOUTH) C J PT P D PW D ° O W K X 19 mm (0.748 in) 'L' RAIL INSTALLATION: USE THE OUTER (72 CELL) SET OF HOLES WHEN INSTALLING RAILS BETWEEN MODULES. N G 32 . 9 m m ( 1 . 2 9 5 i n ) S (ON-MODULE BASE SPACING) L (BETWEEN-MODULE BASE SPACING) R AEBE RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 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 Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States 0 06.02.11.61.0.0.9.6 2.19.8292.19.3 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.* mm 2086 1271 123 288 127 175 211 983 82 61 81 467 273 134 10.11 1.65 0.79UNITS inches 82.13 50.04 4.84 11.35 5.00 6.90 8.30 38.68 3.21 2.39 3.19 18 3/8 10.74 5.28 10.11 1.65 0.79 * G.C.R = (PW) / B INSTALLATION MEASUREMENTS AEBE S L CAM SPACING* mm 436 1186 900 46UNITS inches 17 1/8 46 11/16 35 7/16 1 13/16 *CAM SPACING SHOWN ON ASSEMBLIES PAGE. MODULE DIMENSIONS PL PW PT mm 2067 998 46UNITS inches 81.38 39.29 1.81 PC-4 PC-4 PC-4 TYPICAL ARRAY DIMENSIONS PC-4 AAA.1.1AAA9AAA3.AAAA3.191 PPPPPPPPPPPPP18 3/818 3/8PPPPP818 3/88 3/RRRRRRRRRRRROOOOO0.740.74OOOOOO10.OOO0.7474 V5VVVVVV55VVVVVVVV5E2828EEEEE.28 DDD11DDDDDDD10D1 FFFFFFFFFOOOOO1.651.65OOOOOO1OO5O165 * 1.65 RRRG.C.R G.C.R RRRR0 R =RRRGCRRRR =G.C.GGCR CCC/ BCCW)W)CCCCCCCW) ONSTRUCTION 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. 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 "3"BASE HOLE "1"BASE HOLE "3"BASE HOLE "3"BASE HOLE "1"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 RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 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 Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States ASSEMBLIES PC-50 06.02.11.61.0.0.9.6 2.19.8292.19.3 APPROVED FOR CONSTRUCTION 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 PC-5 PC-5 PC-5 PC-5 PC-5 PC-5 STANDARD ASSEMBLY QUANTITY NORTH ASSEMBLY 24 SOUTH ASSEMBLY 24 MIDDLE ASSEMBLY 64 NORTH SOUTH ASSEMBLY 0 NOTE: ASSEMBLIES IN THIS TABLE USE THE STANDARD 2-PAD BASE CAM SPACING mm 46UNITS inches 1 13/16 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. 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 RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 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 Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States 0 APPROVED FOR CONSTRUCTION PC-6 RACKING COMPONENTS 06.02.11.61.0.0.9.6 2.19.8292.19.3 PC-6 PC-6 PC-6 PC-6 PC-6 PC-6 PC-6 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. MECHANICAL ATTACHMENT AT INDICATED LOCATION NOTE: EXAMPLE BALLAST AND ATTACHMENTS SHOWN ON THIS PAGE ARE FOR REFERENCE ONLY. REFER TO BALLAST MAP SHEETS FOR ARRAY SPECIFIC BALLAST/ATTACHMENT REQUIREMENTS. BALLAST QUANTITY: "#"=QUANTITY OF BALLAST BLOCK INSTALLED CENTERED 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 2 224 2 855 DO NOT INSTALL ADDITIONAL RAIL TO HOLD BALLAST ON MODULES WITH NO BALLAST SHOWN. MODULES LONGER THAN 2100 MM WITH 7 OR 8 BALLAST BLOCKS REQUIRE TWO (2) RAILS. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: B NTSSCALE: A NTS Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States 0 PC-7 BALLAST LEGENDAPPROVEDFORCONSTRUCTION 06.02.11.61.0.0.9.6 2.19.8292.19.3 PC-7 PC-7 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A ARRAY 1 ROOF INFORMATION ROOF HEIGHT (FT) 25.00 PARAPET HEIGHT (FT) 2.0 ROOF TILT (DEG) 1 ROOF TYPE EPDM SPECIFICATIONS NUMBER OF MODULES 28 MODULE POWER (W) 395 ARRAY OUTPUT (Kw) 11.06 ARRAY AZIMUTH 180 PART QUANTITIES ITEM QTY Base 68 Module Connector 56 Rail 90 Cam 56 Cam Claw 56 Deflector 28 Base Pad 0 Ballast Block 101 LOADING DETAILS SINGLE MODULE WT (LB) 50.9 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 5133 ARRAY AREA (SQ. FT) 795 ARRAY LOAD (PSF) 6.5 REQUIRED CLEARANCES PER ASCE 7-16 CONDITION 1 (in.) 7 CONDITION 2 (in.) 13 CONDITION 3 (in.) 13 CONDITION 4 (in.) 48 APPROVED FOR CONSTRUCTION Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States BALLAST LAYOUT - 1 PC-80 06.02.11.61.0.0.9.6 2.19.8292.19.3 BALLAST LAYOUT - 1 PC-8 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 1/6" = 1'-0" 32 4 2 2 2 3 2 3 2 3 4 3 3 4 2 6 4 4 6 3 3 6 5 5 3 7 5 24.92' 41.01' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 12 SOUTH ASSEMBLY 12 MIDDLE ASSEMBLY 32 NORTH SOUTH ASSEMBLY 0 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 SHEET TITLE: A B C D A B C D RACKING CONSTRUCTION SET SCALE: A ARRAY 2 ROOF INFORMATION ROOF HEIGHT (FT) 25.00 PARAPET HEIGHT (FT) 2.0 ROOF TILT (DEG) 1 ROOF TYPE EPDM SPECIFICATIONS NUMBER OF MODULES 28 MODULE POWER (W) 395 ARRAY OUTPUT (Kw) 11.06 ARRAY AZIMUTH 180 PART QUANTITIES ITEM QTY Base 68 Module Connector 56 Rail 85 Cam 56 Cam Claw 56 Deflector 28 Base Pad 0 Ballast Block 80 Mechanical Attachment 4 LOADING DETAILS SINGLE MODULE WT (LB) 50.9 SINGLE CMU WT (LB) 32.6 TOTAL ARRAY WT (LB) 4472 ARRAY AREA (SQ. FT) 795 ARRAY LOAD (PSF) 5.6 REQUIRED CLEARANCES PER ASCE 7-16 CONDITION 1 (in.) N/A CONDITION 2 (in.) N/A CONDITION 3 (in.) N/A CONDITION 4 (in.) N/A APPROVED FOR CONSTRUCTION Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States BALLAST LAYOUT - 2 PC-90 06.02.11.61.0.0.9.6 2.19.8292.19.3 BALLAST LAYOUT - 2 PC-9 0 R E V 1 J A 2 0 2 0 - 0 9 - 1 6 1/6" = 1'-0" 532 2 3 2 3 3 2 4 3 4 5 1 1 4 1 4 4 4 4 5 4 34 29.09' 41.01' ASSEMBLY QUANTITIES ASSEMBLY QTY NORTH ASSEMBLY 12 SOUTH ASSEMBLY 12 MIDDLE ASSEMBLY 32 NORTH SOUTH ASSEMBLY 0 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. ATTACHMENT BRACKET L-BRACKET 3/8, 304 S.S. FLAT WASHER 3/8-16, 304 S.S. HARDWARE 1.25" LENGTH BOLT OMG POWERGRIP PLUS MECHANICAL ATTACHMENT 3/8-16, 304 S.S. HEX FLANGE NUT M6, HARDWARE 16MM LENGTH BOLT OMG POWERGRIP PLUS MECHANICAL ATTACHMENT: MANUFACTURED BY OTHERS 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 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. ATTACHMENT BRACKET 64.8 mm (2.55 in) V H 84.5 mm (3.33 in) OMG POWERGRIP PLUS MECHANICAL ATTACHMENT EXISTING ROOF. BUILDUP VERIFIED BY OTHERS. FASTENERS DESIGNED AND PROVIDED BY OTHERS. SIZE FASTENERS FOR REQUIRED WORKING LOADS. 67.5 mm (2.66 in) 266 mm (10.5 in) 8 - ø 6.4 mm (0.25 in) PANELCLAW MANUFACTURED COMPONENTS COMPONENTS MANUFACTURED BY OTHERS NOTE: MECHANICAL ATTACHMENT COMPONENT DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY AND SHOULD BE VERIFIED WITH ATTACHMENT MANUFACTURER PRIOR TO FASTENER DESIGN. ø 368 mm (14.5 in) BOLTED CONNECTIONS ATTACHMENT BRACKET ATTACHMENT BRACKET RE V D E S C R I P T I O N PR E P CH E C K D A T E PANELCLAW, INC ALL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPERTY OF PANELCLAW, INC. THE PURPOSE OF THIS DOCUMENT IS TO FACILITATE THE INSTALLATION OF PANELCLAW SOLAR PHOTOVOLTAIC MOUNTING SYSTEMS. DO NOT 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: 87654 321 87654321 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 ATTACHMENT LOCATION DETAIL A N.T.S. MECHANICAL ATTACHMENT MAXIMUM WORKING LOAD (LB) HORIZONTAL (H) VERTICAL (V) 1. HORIZONTAL LOAD H MAY ACT IN ANY DIRECTION 2. WORKING LOADS = ALLOWABLE LOADS (i.e. NON-FACTORED) Renova Energy Corp Palm Desert Greens 73750 Country Club Drive, Palm Desert, CA 92260, United States 0 PC-10 MECHANICAL ATTACHMENT DETAIL 06.02.11.61.0.0.9.6 2.19.8292.19.3 0 R E V 1 2 0 2 0 - 0 9 - 1 6 JA 650 525 AAACALCALAAAL AAAAICA .AAACAL . A PPPPPATTAATTAPTTAPAATTATTAPPPPPCHMCHMPHMPMCHMEHMRRRNT DNT DRRRDRNT ENT DNT DOOOETAILETAILOOTAIOEOLETAILETAILVVVVVVVVEEEEEEDDDCCDDCDC FOR CONSTRUCTION PC-10 PC-10 PC-10 WestShore Design Engineers, P.C. (Nicolas Nitti, P.E.) Review for structural purposes only, in association with WestShore Design Engineers, P.C. structural lateral analysis. Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 S2 0 DAVID THORNBURY 09/21/2020 AS S O C I A T I O N ( C O M 1 6 7 0 7 ) 73 5 5 5 A D O B E S P R I N G S D R PA L M D E S E R T , C A 9 2 2 6 0 PA L M D E S E R T G R E E N S Partner Name:Renova Energy Corp Project Name:Palm Desert Greens Project Location:73750 Country Club Drive, Palm Desert, CA 92260, United States Racking System:clawFR 10 Degree Structural Calculations for Roof-Mounted Solar Array Submittal Release: Rev 0 Engineering Seal 09/16/2020 APPROVED FOR CONSTRUCTION Table of Contents Section:Page # 09/16/2020 APPROVED FOR CONSTRUCTION 2 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 1.0 Project Information 4 1.1 General 4 1.2 Building Information 4 1.3 Structural Design Information 5 2.0 Snow Load 6 2.1 Snow Load Data 6 2.2 Snow Load Per Module 6 3.0 Wind Load 7 3.1 Wind Load Data 7 3.2 Roof / Array Zone Map 7 3.3 Wind Design Equations 7 4.0 Design Loads - Dead 8 4.1 Dead Load of the Arrays 8 5.0 Design Loads - Wind 9 5.1.1 Global Wind Uplift Summary Table:9 5.1.2 Global Wind Shear Summary Table:10 6.0 Design Loads - Downward 11 6.1 Downward Wind Load Calculation 11 6.2 Racking Dimensions for Point Loads 11 6.3 Point Load Summary 12 7.0 Design Loads - Seismic 13 7.1 Seismic Load Data 13 7.2 Seismic Design Equations 13 7.3 Lateral Seismic Force Check:14 7.3.1 Seismic Displacement of Unattached Solar Arrays:15 7.4 Vertical Seismic Force Check:17 Appendix: A. Wind Tunnel Tests and Load Analysis for PANELCLAW ROOF MOUNT 10° TILT SOUTH-FACING, CPP Project 11828, Dated 15 March 2019. B. Building Code and Technical data 09/16/2020 APPROVED FOR CONSTRUCTION 3 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 1.0 Project Information: 1.1 General: Project Name:Palm Desert Greens Project Location: 73750 Country Club Drive, Palm Desert, CA 92260, United States Racking System:clawFR 10 Degree Module:SUNPOWER SPR-P19-395-COM Module Tilt:10.11 deg. Module Width:39.29 in. Module Length:81.38 in. Module Area:22.20 sq.ft. Ballast Block Weight:32.60 lbs. 1.2 Building Information: Roof Name Height (ft.)Roof Measurement N/S (ft.)Roof Measurement E/W (ft.)Parapet Height (ft.) Roof 1 25 74 80 2.0 Sub-Array Name Pitch (deg.)Membrane Material Coeff. of Friction (μ) 1 1 EPDM 0.49 2 1 EPDM 0.49 09/16/2020 APPROVED FOR CONSTRUCTION 4 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 1.0 Project Information (Cont.): 1.3 Structural Design Information: ASCE Code:ASCE 7-16 Building Code:IBC 2018 Risk Cat.:II Basic Wind Speed (V):130 mph Exposure Category:B Ground Snow Load (Pg):0 psf Is:1 Site Class:D Short Period Spectral Resp. (5%) (Ss):1.577 1s Spectral Response (5%) (S1):0.746 Ie:1 Ip:1 09/16/2020 APPROVED FOR CONSTRUCTION 5 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 2.0 Snow Load: Snow Calculations per ASCE 7-16, Chapter 7 2.1 Snow Load Data: Ground Snow Load (Pg)=0.00 psf (ASCE, Figure 7.2-1) Exposure Factor (Ce)=1 (ASCE, Table 7.3-1) Thermal Factor (Ct)=1.2 (ASCE, Table 7.3-2) Importance Factor (Is)=1 (ASCE, Table 1.5-2) Flat Roof Snow Load (Pf) =0.7*Pg*Ce*Ct*Is=0.00 psf (ASCE 7.3-1) Min Snow Load for Low Slope Roof =Pg*Is =0.00 psf (ASCE 7.3.4) Snow Load on Array (SLA) =0.00 psf SLA Fig. 2.1 - Uniform Roof Snow Load on Array 2.2 Snow Load Per Module: Snow Load per Module (SLM) =Module Projected Area ∗ SLA Where; Module Projected Area (Amp) = Module Area * Cos(Module Tilt) Where; Module Area =22.20 sq.ft. Module Tilt =10.11 deg. Amp =21.86 sq.ft. SLM = Amp ∗   SLA = 0.00 lbs. 09/16/2020 APPROVED FOR CONSTRUCTION 6 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 3.0 Wind Load: Wind Analysis per ASCE 7-16- Wind Tunnel Procedure, Chapter 31 3.1 Wind Load Data: Basic Wind Speed (Vult) =130 mph (ASCE, Figure 26.5-1A) Exposure Category:B (ASCE, Sec. 26.7.3) Topographic Factor (Kzt) =1 (ASCE, Fig. 26.8-1) Directionality Factor (Kd) =0.85 (ASCE, Table 26.6-1) Exposure Coefficient (Kz) =0.67 (ASCE, Table 26.10-1) Ground Elevation Factor (Ke) =0.99 (ASCE, Table 26.9-1) Velocity Pressure (qz) =0.00256*Kz*Kzt*Kd*Ke*V^2 =24.25 psf (ASCE, Eqn. 26.10-1) 3.2 Roof / Array Zone Map: Figure 3-1. South corner zones – 90-180° wind directions Figure 3-2. North corner zones – 0- 90° wind direction Roof Zone Map Dimensions per CPP Wind Tunnel Study Height (ft.)LB* (ft.)Velocity Pressure (qz) (psf) 25 18.30 24.25 *LB = Characteristic length per wind tunnel study 3.3 Wind Design Equations: FL = qz Aref GCL FL = sum of lift on panel and deflector. FD = qz Aref GCD FD = sum of drag on panel and deflector. FL - D Companion = qz Aref GCL - D Companion FL - D Companion = The accompanying uplift corresponding to maximum drag. Where qz= Velocity Pressure (Ref. Pg. 3, Wind Load) Aref= Module Area (Ref. Pg. 1, Project Information) GCL GCD , GCL-D Companion= Vary and related to wind zone map (Proprietary Wind Tunnel Coefficients)) 09/16/2020 APPROVED FOR CONSTRUCTION 7 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 4.0 Design Loads - Dead: There are two categories of dead load used to perform the structural analysis of the PanelClaw racking system; Dead Load of the Array (DLA) and Dead Load of the Components (DLC). DLA is defined as the weight of the entire array including all of the system components and total ballast used on the array. DLC is defined as the weight of the modules and the racking components within an array. The DLC does not include the ballast used to resist loads on this array. 4.1 Dead Load of the Arrays: Array Information Results Sub- Array Name Number of Modules DLC (lbs.) DLA (lbs.) DLC (lbs.)/module Sub- Array Area (ft.^2) Sub-Array Roof Pressure (DLC) (psf) Sub-Array Roof Pressure (DLA) (psf) Max Allowable Pressure on Roof (psf) Acceptable? 1 28 1,841 5,133 66 795 2.32 6.46 12 Yes 2 28 1,864 4,472 67 795 2.35 5.63 12 Yes Total: 56 3,705 lbs.9,606 lbs. *Racking component weight range between 13 to 15 pounds per module Table 4.1 - Array Dead Loads and Roof Pressures 09/16/2020 APPROVED FOR CONSTRUCTION 8 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 5.0 Design Loads - Wind: 5.1.1 Global Wind Uplift Summary Table: The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for each sub-array within this project. Applied Load Resisting Load Code Check Sub- Array Name FL = Total Wind Uplift (lbs.) DL = Total Dead Load (lbs.) Maximum Allowable Mechanical Attachment Strength (lbs.) Total MA Capacity (lbs.) Calculated Factor of Safety* Check 1 4,957 5,133 N/A 0 1.73 OK 2 5,186 4,472 390 1,090 1.79 OK Total:10,143 lbs.9,606 lbs. 1,090 lbs. Table 5.1 Summary of Mechanical Attachment Requirements * Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK CALCULATED SAFETY FACTOR= (DEAD LOAD+MECHANICAL ATTACHMENT)/(.6)WIND LOAD 09/16/2020 APPROVED FOR CONSTRUCTION 9 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 5.0 Design Loads - Wind (Cont.): 5.1.2 Global Wind Shear Summary Table: Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table below provides the mechanical attachment requirements for each sub-array within this project. Applied Load Resisting Load Code Check Sub- Array Name FL-D = Wind Uplift (lbs.) FD = Wind Drag (lbs.) DL = Total Dead Load (lbs.) Maximum Allowable Mechanical Attachment Strength (lbs.) Total MA Capacity (lbs.) Check Calculated Factor of Safety* Check 1 3,472 910 5,133 650 0 1.60 OK 2 2,959 843 4,472 650 2,600 2.52 OK Total:6,431 lbs.1,753 lbs.9,606 2,600 lbs. Table 5.2 Summary of Mechanical Attachment Requirements * Back calculated factor of safety provided to determine factor of safety applied to dead load in lieu of 0.6 in ASCE 7-16 equation 7, BACK CALCULATED SAFETY FACTOR= (DEAD LOAD+MECHANICAL ATTACHMENT)/(((.6)WIND DRAG /FRICTION)+(.6)WIND UPLIFT) 09/16/2020 APPROVED FOR CONSTRUCTION 10 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 6.0 Design Loads - Downward: 6.1 Downward Wind Load Calculation: WLin = qz * Am * GCP * cos θ Where: qz =24.25 psf (Ref. Pg. 3, Wind Load) Am =22.20 sq.ft.(Single Module Area)(Ref. Project Information) θ =10.11 deg.(Ref. Project Information) GCP =1.13 (Inward)(Proprietary Wind Tunnel Data) GCP =0.30 (Inward with snow)(ASCE 7-16 figure 30.4-2A) WLin(no snow) = 599 lbs./module WLin(with snow) = 159 lbs./module Contact Base by Location: Contact Pad by Information: 1 =South Distance Between C.C. outer Pads =12.5 in. 2 =Interior Typical Pad Area =9 sq.in. 3 =2nd from North 4 =North 6.2 Racking Dimensions for Point Loads: Inter-Module Support spacing (S) = 46.69 in. Inter-Column Support Spacing (L) = 35.43 in. Fig. 6.1 Typical Array Plan View (Section A-A) on Next Page 09/16/2020 APPROVED FOR CONSTRUCTION 11 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 6.0 Design Loads - Downward (Cont.): 6.2 Racking Dimensions for Point Loads (Cont.): Fig. 6.2 Section A-A 6.3 Point Load Summary:Notes: DLsys = 67 lbs./module -Base 2 repeat for larger width arrays. Total DL = (Varies on location and ballast quantity) SLm = 0 lbs./module WLin (no snow) = 599 lbs./module WLin (with snow) = 159 lbs./module Max Total Load Per Base (lbs.) load combinations (ASD) Location Base DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) South 1 57 147 75 Interior 2 142 322 178 2nd From North 3 97 277 133 North 4 86 175 103 Table 6.1-A Max Total Load per Base (lbs.) Max Contact Pressure Table Per Base (psi) load combinations (ASD)# of Pads Location Base DL + Snow DL + 0.6 X Wlin DL + 0.75 X SLm + 0.75(0.6 X WLin) South 1 3 8 4 Interior 2 8 17 10 2nd From North 3 5 15 7 2 North 4 5 10 6 South 1 2 4 2 Interior 2 4 9 5 2nd From North 3 3 8 4 4 North 4 2 5 3 Table 6.1-B Max Point Load Summary (psi) 09/16/2020 APPROVED FOR CONSTRUCTION 12 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 7.0 Design Loads - Seismic: Seismic Calculations per ASCE 7-16, Chapter 11 - Seismic Design Criteria Chapter 13 - Requirements for Nonstructural Components 7.1 Seismic Load Data: Site Class :D (Ref. Project Information) Seismic Design Category :D (ASCE, Tables 11.6-1 and 11.6-2) Short Period Spectral Resp. (5%) (Ss) :1.577 (Ref. Project Information) 1s Spectral Response (5%) (S1) :0.746 (Ref. Project Information) Bldg. Seismic Imp. Factor (Ie) =1 (ASCE, Table 1.5-2) Site Coefficient (Fa) =1.2 (ASCE, Table 11.4-1) Site Coefficient (Fv) =1.7 (ASCE, Table 11.4-2) Adj. MCE Spec. Resp. (Short) (Sms) =Fa*Ss =1.892 (ASCE, Eqn. 11.4-1) Adj. MCE Spec. Resp. (1 sec.) (Sm1) =Fv*S1 =1.268 (ASCE, Eqn. 11.4-2) Short Period Spectral Response (Sds) =2/3(Sms) =1.262 (ASCE, Eqn. 11.4-3) One Second Spectral Response (Sd1) =2/3(Sm1) =0.845 (ASCE, Eqn. 11.4-4) Component Seismic Imp. Factor (Ip) =1 (ASCE, Sec. 13.1.3) Repsonse Modification Factor (Rp) =2.5 (ASCE, Table 13.6-1) Amplification Factor (ap) =1 (ASCE, Table 13.6-1) 7.2 Seismic Design Equations: * Frictional resistance due to the components weight may be used to resist lateral forces caused by seismic loads. 09/16/2020 APPROVED FOR CONSTRUCTION 13 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 7.0 Design Loads - Seismic (Cont.): 7.3 Lateral Seismic Force Check: The necessity to add mechanical attachments can arise for several reasons. Building code requirements, roof load limits and array shape all may come into play when determining their need. The table below provides the mechanical attachment requirements for each sub-array within this project. Nomenclature: WP = Sub-Array Weight FPL = Lateral Seismic Force FRL = Lateral Seismic Resisting Force Array Information Lateral Force Verification Results Sub- Array Name WP (lbs.) FPL (lbs.) FRL (lbs.) 0.7 FPL - FRL (lbs.) MA's Required Total MA Capacity (lbs.) MA's Provided Acceptable 1 5,133 3,109 745 1,431 0 0 0 Yes 2 4,472 2,708 0 1,896 3 2,600 4 Yes Totals:9,606 lbs 5,817 lbs.745 lbs.3,326 lbs.3 2,600 4 Table 7.1 -Summary of Mechanical Attachment Requirements * MA's Required = 0.7 FPL-FRL/MA strength 09/16/2020 APPROVED FOR CONSTRUCTION 14 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 7.0 Design Loads - Seismic (Cont.): 7.3.1 Seismic Displacement of Unattached Solar Arrays: Per SEAOC PV1-2012, Section 9, the use of non-linear response history (NLRH) analysis is permitted to determine the seismic displacement of non-structural components located on the roof. μ =specific to each array, see table 7.3 Roof Pitch :specific to each array, see table 7.3 lp =1 for all arrays le =1 for all arrays PanelClaw, Inc. has engaged the services of a 3rd party consulting engineer to perform NLRH analysis on its clawFR product. Utilizing that analysis, and the report contained in the Appendix of this package, we are able to determine the displacement of the arrays during seismic events, for the system design life of 25 years. The distance, called Δ MPV, noted below represents the displacement due to the maximum seismic event with a 700 year MRI. The Δ MPV also incorporates the cumulative displacements, over the arrays design life, of smaller seismic events. As a company policy, PanelClaw, Inc., limits the use of this data to Δ MPV displacement of 36" or less. ΔMPV distances are derived from App. B, "Executive Summary: clawFR Seismic Displacement Demands of Unattached Arrays." Using the ΔMPV value above, the Structural Engineering Association of California (SEAOC) has adopted the following equations to set the minimum separation between unattached solar arrays and rooftop obstructions. Table 10.1 below lists the required separation per SEAOC PV1-2012. REQUIRED ARRAY CLEARANCES PER ASCE 7-16 Condition # Condtition Description Minimum Separation Equation 1 Between separate solar arrays of similar construction (0.5)(Mpv) 2 Between a solar array and a fixed object on the roof or solar array of different constructio (Mpv) 3 Between a solar array and a roof edge with a qualifying parapet (Mpv) 4 Between a solar array and a roof edge without a qualifying parapet (2.0)(Mpv) >= 4 ft NOTE: YOU SHOULD PROVIDE SUFFICIENT SLACK IN ARRAY ELECTRICAL WIRING TO ACCOMMODATE ALL POTENTIAL ARRAY MOVEMENT. 09/16/2020 APPROVED FOR CONSTRUCTION 15 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 7.0 Design Loads - Seismic (Cont.): 7.3.1 Seismic Displacement of Unattached Solar Arrays (Cont.): Sub-Array Information Required Clearances per Condition (in) Min. Provided Clearance per Condition (in) Is Provided Clearance Acceptable (Y/N) Sub-Array Name(s) μ = Slope (deg) ΔMPV (in) 1 2 3 4 1 2 3 4 1 2 3 4 1 0.49 1 13 7 13 13 48 91 15 79 79 Y Y Y Y Table 7.3 - Sub-Array predicted movement, required clearances, provided clearances, and acceptance 09/16/2020 APPROVED FOR CONSTRUCTION 16 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com 7.0 Design Loads - Seismic (Cont.): 7.4 Vertical Seismic Force Check: Mechanical attachments may be required for several reasons including building code, roof load limits and array shape. The table below provides the mechanical attachment requirements for each sub-array within this project. Nomenclature: WP = Sub-Array Weight FPV = Vertical Seismic Force FRV = Vertical Seismic Resisting Force Array Information Vertical Force Verification Results Sub- Array Name WP (lbs.) FPV (lbs.) FRV (lbs.) 0.7 FPV - FRV (lbs.) MA's Required Total MA Capacity (lbs.) Total MA's Provided Acceptable 1 5,133 1,295 3,080 -2,173 0 0 0 Yes 2 4,472 1,128 2,683 -1,893 0 1,090 4 Yes Total:9,606 lbs.2,424 lbs.5,763 lbs.-4,067 lbs.0 1,090 4 Table7.2 - Summary of Mechanical Attachment Requirements * MA's Required = 0.7 FPV - FRV/MA strength 09/16/2020 APPROVED FOR CONSTRUCTION 17 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A Appendix A18 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A19 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A20 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A21 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A22 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A23 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix A24 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B Appendix B25 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B26 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B27 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B28 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B29 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B30 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com Appendix B31 PanelClaw, Inc., 1600 Osgood Street, Suite 2023, North Andover, MA 01845 (978) 688.4900 - www.panelclaw.com                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            19P     25 Year Combined Warranty Protect your investment 0 SunPower P-Series Conventional Panels 510152025 Years Product Warranty Length   SunPower provides the best 25 year Combined Power and Product warranty in the industry, providing coverage regardless of product defect or power loss.   75 % 80 % 85 % 90 % 95 % 100 % 010152025 SunPower P-Series Conventional Step Warranty Power Warranty Length 5   SunPower’s Performance Series is warranted to produce more than 97% power in the first year, then declining by 0.6% per year, ending at 82.6% power after 25 years. SPR-P19-405-COM SunPower® Performance Series 1500 Volt panels are designed to deliver consistent performance for many decades in advanced 1500 Volt power plant applications. Increased Energy Production The Performance Series modules' linear shading response enables true-tracking in single-axis tracking systems, generating more energy than conventional systems that require backtracking.1 Design Tip: When modeling P-Series energy performance be sure to use linear shading losses. For more detailed guidance please visit https://us.sunpower.com/sites/sunpower/files/media- library/manuals/mn-sunpower-p-series-modeling- guide.pdf Higher Efficiency The Performance Series design minimizes white space between solar cells, eliminates reflective metal lines on the cells, and lowers electrical resistance between cells, increasing efficiency compared to Conventional Commercial Panels.2 Optimized for the Oasis Power Plant From the mounting hardware, to the electrical design within the panel, to the connectors and the 1500 V rating, everything is designed as an integral part of the Oasis Power Plant. High Reliability Innovative panel design uses flexible and redundant electrical connections between solar cells to deliver enhanced reliability. SunPower Quality Tested to SunPower’s rigorous quality standards, and backed by the industry’s best Combined Power and Product Warranty. High Performance & Excellent Reliability  Datasheet SunPower® Performance Series 1500 Volt |SunPower® Performance Series 1500 Volt |P19                Electrical Data, STC3 Model SPR-P19-405-COM SPR-P19-400-COM SPR-P19-395-COM SPR-P19-390-COM SPR-P19-385-COM SPR-P19-380-COM Nominal Power (Pnom) 405 W 400 W 395 W 390 W 385 W 380 W Power Tolerance +5/−0% +5/−0% +5/−0% +5/−0% +5/−0% +5/−0% Efficiency 19.6% 19.4% 19.1% 18.9% 18.7% 18.4% Rated Voltage (Vmpp) 43.6 V 43.4 V 43.2 V 43.1 V 42.8 V 42.6 V Rated Current (Impp) 9.28 A 9.21 A 9.14 A 9.06 A 8.99 A 8.92 A Open-Circuit Voltage (Voc) 52.9 V 52.7 V 52.5 V 52.3 V 52.0 V 51.8 V Short-Circuit Current (Isc) 9.87 A 9.79 A 9.72 A 9.64 A 9.57 A 9.49 A Power Temp. Coef. −0.37% / ° C Voltage Temp. Coef. −0.29% / ° C Current Temp. Coef. 0.05% / ° C Maximum System Voltage 1500 V UL & 1500 V IEC Maximum Series Fuse 15 A Operating Condition And Mechanical Data Temperature –40° F to +185° F (–40° C to +85° C) Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Appearance Class A Solar Cells Monocrystalline Tempered Glass High-transmission tempered anti-reflective Junction Box IP-67, MC4 compatible Weight 51 lbs (23.1 kg) Max. Load G6 Frame: Wind: 50 psf, 2400 Pa front & back Snow: 50 psf, 2400 Pa front G4 Frame: Wind: 50 psf, 2400 Pa front & back Snow: 112 psf, 5400 Pa front Frame Class 2 silver anodized REFERENCES: 1 Independent Shade Study by CFV Laboratory. 2 Compared to a Conventional Commercial Panel (310 W, 16% efficient, approx. 1.93 m²). 3 Measured at Standard Test Conditions (STC): irradiance of 1000 W/m², AM 1.5, and cell temperature 25° C. 4 Type 2 fire rating per UL1703:2013, Class C fire rating per UL1703:2002 and IEC 61730.   Tests And Certifications Standard Tests4 UL1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 Rated to 1500 V Quality Certs ISO 9001:2008, ISO 14001:2004 EHS Compliance OHSAS 18001:2007 Ammonia Test IEC 62716 Desert Test 10.1109/PVSC.2013.6744437 Salt Spray Test IEC 61701 (maximum severity) PID Test Potential-Induced Degradation free: 1500 V Available Listings UL, CEC, TUV, FSEC 46 mm [1.8 in] (C) G4.1 FRAME PROFILE 998 mm [39.3 in] 2067 mm [81.4 in] 46 mm [1.8 in] (A) Portrait Cable: 1000 mm +/-15 mm [39.4 in +/- 0.6 in] (B) Long Side: 33 mm [1.3 in] Short Side: 18.3 mm [0.7 in] (C) Long Side: 32 mm [1.3 in] Short Side: 24 mm [0.9 in] A A MODE L : S P R - P 1 9 - 4 1 0 - C O M Rate d P o w e r ( P m a x ) 1 (+5/ 0 %) 410 W Volt a g e ( V m p ) 4 3 . 9 V Curr e n t ( I m p ) 9 . 3 5 A Ope n - C i r c u i t V o l t a g e ( V o c ) 5 3 . 1 V Shor t - C i r c u i t C u r r e n t ( I s c ) 9 . 9 4 A Maxim u m S e r i e s F u s e 1 5 A 1Standa r d T e s t C o n d i t i o n s : 1 0 0 0 W / m 2, AM 1.5 , 2 5 ° C Suitab l e f o r u n g r o u n d e d , p o s i t i v e , o r n e g a t i v e g r o u n d e d D C s y s t e m s Field W i r i n g : C u w i r i n g o n l y , m i n . 1 2 A W G / 4 m m 2, insulat e d f o r 9 0 ° C m i n . WARN I N G SEVE R E E L E C T R I C A L H A Z A R D • Sola r m o d u l e h a s f u l l v o l t a g e e v e n i n v e r y l o w l i g h t . • Insta l l a t i o n s h o u l d o n l y b e d o n e b y a q u a l i f i e d t e c h n i c i a n . 527040 www.s u n p o w e r . c o m Patente d a s s h o w n a t w w w . s u n p o w e r . c o m / p a t e n t s Safety Class I I Fire Rating: C l a s s C Max. System V o l t a g e : 1 5 0 0 V D C 36.8 mm Effective 4.0mm 1.5 mm G6 FRAME PROFILE Optimized for Oasis 3 (B) [1.45 in] [0.16 in] [0.06 in]   Read safety and installation instructions before using this product.   sunpower.com Document # 527713 REV B / LTR_US ©January 2018 SunPower Corporation. All rights reserved. SUNPOWER and the SUNPOWER logo are registered trademarks of SunPower Corporation in the U.S. and other countries. Specifications included in this datasheet are subject to change without notice. SunPower® Performance Series 1500 Volt |P19 IN V E R T E R S SolarEdge Three Phase Inverters for the 208V Grid for North America SE9KUS / SE14.4KUS) The best choice for SolarEdge enabled systems Specifically designed to work with power optimizers Integrated arc fault protection for NEC 2011 690.11 Rapid shutdown for NEC 2014 690.12 Outdoor and indoor installation Built-in module-level monitoring Internet connection through Ethernet or Wireless Small, lightweight and easy to install on provided bracket Fixed voltage inverter, DC/AC conversion only Integrated Safety Switch 12-20 www.solaredge.usUSA - CANADA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - AUSTRALIA - THE NETHERLANDS - UK - ISRAEL - TURKEY - SOUTH AFRICA - BULGARIA © SolarEdge Technologies, Inc. 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: 01/2017. V.01. Subject to change without notice. Three Phase Inverters for the 208V Grid for North America SE9KUS / SE14.4KUS(1) SE9KUS SE14.4KUS OUTPUT Rated AC Power Output 9000 14400 VA Maximum AC Power Output 9000 14400 VA AC Output Line Connections 4-wire WYE (L1-L2-L3-N) plus PE or 3 wire Delta AC Output Voltage Minimum-Nominal- Maximum(2) (L-N)105-120-132.5 Vac AC Output Voltage Minimum-Nominal- Maximum(2) (L-L)183-208-229 Vac AC Frequency Min-Nom-Max(2)59.3 - 60 - 60.5 Hz Max. Continuous Output Current (per Phase) 25 40 A GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Set Points Yes INPUT Maximum DC Power (Module STC)12150 19400 W Transformer-less, Ungrounded Yes Maximum Input Voltage DC to Gnd 250 300 Vdc Maximum Input Voltage DC+ to DC-500 600 Vdc Nominal Input Voltage DC to Gnd 200 Vdc Nominal Input Voltage DC+ to DC-400 Vdc Maximum Input Current 26.5 38 Adc Max. Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 1MΩ Sensitivity 350kΩ Sensitivity(3) CEC Weighted Efficiency 96.5 97 % Night-time Power Consumption < 3 < 4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional) Rapid Shutdown – NEC 2014 690.12 Manual Rapid Shutdown(4)Automatic Rapid Shutdown upon AC Grid Disconnect(5) STANDARD COMPLIANCE Safety UL1741, UL1699B, UL1998, CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size / AWG range 3/4” minimum / 12-6 AWG DC input conduit size / AWG range 3/4” minimum / 12-6 AWG Number of DC inputs 2 pairs 3 pairs (with fuses on plus & minus)(6) Dimensions (HxWxD)21 x 12.5 x 10.5 / 540 x 315 x 260 in/mm Dimensions with Safety Switch (HxWxD)30.5 x 12.5 x 10.5 / 775 x 315 x 260 in/mm Weight 73.2 / 33.2 99.5 / 45 Weight with Safety Switch 79.7 / 36.2 106 / 48 Cooling Fans (user replaceable) Noise < 50 < 55 dBA Operating Temperature Range -40 to +140 / -40 to +60 ˚F/˚C Protection Rating NEMA 3R (1) For 277/480V inverters refer to: http://www.solaredge.com/files/pdfs/products/inverters/se-three-phase-us-inverter-datasheet.pdf (2) For other regional settings please contact SolarEdge support (3) Where permitted by local regulations (4) With installation of rapid shutdown kit; contact SolarEdge for kit P/N (5) P/N of inverter with automatic rapid shutdown: SE14.4K-USR28NNF4 (6) Field replacement kit for 1 pair of inputs P/N: DCD-3PH-1TBK PO W E R O P T I M I Z E R Power Optimizer For North America P730 / P801 / P850 / P800p 25 YEARWARRANTY solaredge.com PV power optimization at the module-level The most cost effective solution for commercial and large field installations Specifically designed to work with SolarEdge inverters Up to 25% more energy Fast installation with a single bolt Advanced maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) Use with two PV modules connected in series or in parallel Superior efficiency (99.5%) Balance of System cost reduction; 50% less cables, fuses and combiner boxes, over 2x longer string lengths possible Power Optimizer For North America P730 / P801 / P850 / P800p Optimizer Model(Typical Module Compatibility) P730 (for 2 x 72-cell PV modules) P801(for 2 x 72-cellPV modules) P850*(for 2x high power or bi-facial modules) P800p (for 2x 96-cell 5’’ PV modules) INPUT Rated Input DC Power(1)730 800 850 800 W Connection Method Single input for series connected modules Dual input for independently connected modules(2) Absolute Maximum Input Voltage (Voc at lowest temperature) 125 83 Vdc MPPT Operating Range 12.5 - 105 12.5 - 83 Vdc Maximum Short Circuit Current per input (Isc) 11 11.75 12.5 7 Adc Maximum DC Input Current per input 13.75 14.65 15.6 8.75 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 18 Adc Maximum Output Voltage 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc STANDARD COMPLIANCE Photovoltaic Rapid Shutdown System NEC 2014 NEC 2014 & 2017(3) EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0, UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Compatible SolarEdge Inverters Three phase inverters Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H)129 x 153 x 49.5 / 5.1 x 6 x 1.9 129 x 162 x 59 / 5.1 x 6.4 x 2.3 129 x 168 x 59 / 5.1 x 6.6 x 2.3 mm / in Weight 933 / 2.05 1064 / 2.34 gr / lb Input Connector MC4(4) Input Wire Length 0.16 / 0.52 0.16 / 0.52 , 1.3 / 4.27 0.16 / 0.52, 1.6 / 5.24(5)0.16 / 0.52 m / ft Output Wire Type / Connector Double Insulated / MC4 Output Wire Length 2.1 / 6.9(6)2.2 / 7.22 2.1 / 6.9(6)m / ft Operating Temperature Range(7)-40 - +85 / -40 - +185 ˚C / ˚F Protection Rating IP68 / NEMA6P Relative Humidity 0 - 100 % (1) Rated power of the module at STC will not exceed the optimizer “Rated Input DC Power”. Modules with up to +5% power tolerance are allowed. (2) In a case of odd number of PV modules in one string it is allowed to install one P730/P801/P850/P800p power optimizer connected to one PV module. When connecting a single module to the P800p seal the unused input connectors with the supplied pair of seals. (3) NEC 2017 requires max combined input voltage be not more than 80V. (4) For other connector types please refer to: https://www.solaredge.com/sites/default/files/optimizer-input-connector-compatibility.pdf. (5) Longer inputs wire length are available for use with split junction box modules. (For 1.6m/5.24ft order P850-xxxYxxY. For 1.3m/4.27ft order P801-xxxxXxxX). (6) When using the P850 with longer input option (1.6m/5.24ft), the output wire length is 2.2m /7.2ft (7) For ambient temperature above +70˚C / +158˚F power de-rating is applied. Refer to Power Optimizers Temperature De-Rating Technical Note for more details. PV System Design Using a Solaredge Inverter(8)Three Phase for 208V Grid Three Phase for 277/480V Grid Compatible Power Optimizers P730/P801(9)P850/P800p(9)P730/P801 P850/P800p Minimum String Length Power Optimizers 8 14 PV Modules 16 27 Maximum String Length Power Optimizers 30 30 PV Modules 60 60 Maximum Power per String 6000(10)7200(10)12750(11)15300(11)W Parallel Strings of Different Lengths or Orientations Yes (8) P800p and P850 can be mixed in the same string. It is not allowed to mix P730/P801 with P850/P800p in one string or to mix P730/P801/P850/P800p with P320/P340/P370/P400/P485/P505 in one string. (9) P730/P801/P850/P800p design with three phase 208V inverters is limited. Use the SolarEdge Designer for verification. (10) For 208V grid: with P730/P801 it is allowed to install up to 7,200W per string and with P850/P800p it is allowed to install up to 8,400W per string when the maximum power difference between each string is 1,000W (11) For the 277/480V grid: with P730/P801 up to 15,000W per string may be installed and with P850/P800p up to 17,550W per string may be installed when the maximum power difference between each string is 2,000W.* P850 replaced the P800s; they can be used interchangeably and can be connected in the same string. © SolarEdge Technologies Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Ltd. All other trademarks mentioned herein are trademarks of their respective owners. Date: 05/2020/V01/ENG NA. Subject to change without notice. SunPower® | Helix Roof Solution HELIX ROOF Mounting System Specifications General HELIX DT HELIX ST Configuration Dual Tilt Single Tilt Tilt angle 10 degrees Module compatibility SPR-E20-327-COM (327 W DC)* Ground coverage ratio (GCR) 0.91 0.67 Base system weight 9.3 kg/m² (1.9 psf)12.2 kg/m² (2.5 psf) Maximum ballast capacity 58.6 kg/m² (12 psf) Warranty 25 years Certifications UL 2703 (pending) Wind tunnel testing ASCE 7-10 and SEAOC PV2 compliant Material (structure) 5052 H32 aluminum and 301 stainless steel Material (foot pad) Recycled rubber (92% approx.), polyurethane binder (8% approx.) Compatible roof anchors EcoFasten Solar® Eco-65/F-202, OMG PowerGrip®, OMG PowerGrip Plus® (dimensions in mm) DT Mechanical Dimensions ST Mechanical Dimensions HELIX DT HELIX ST *Request Helix-compatible version Specifications SunPower® | Helix Roof Solution HELIX ROOF Mounting System Rev 1.2 Configuration Components DT ST Common Optional Chassis (#513831) Spoiler (#513836) Following Tray (#513832) RH Deflector (#513842) LH Deflector (#513841) Leading Tray (#513834) Anchor Plate (#513843) Cross Tray (#513844) Link Tray (#513833) Chassis Platform (#514057) Chassis Base (#514056) ©2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and HELIX are trademarks or registered trademarks of SunPower Corporation in the U.S. and other countries as well. All other trademarks are properties of their respective owners. Specifications included in this sheet are subject to change without notice. SunPower® | Helix Roof Solution HELIX ROOF Cable Management Specifications General Operating temp.−13 to 140° F (−25 to 60° C) Components • Helix Cable Clip • Helix Cable Clip+ • Helix Cable Cone • Helix Cable Tray • Helix Cable Tray Cover Warranty 20-year factory warranty Cable Clip (#512199) Material 302 stainless steel Installation Attaches to module frame and supports DC cables within the array Max. cable bundle Quantity 10 of #8 AWG, supports DC, AC, and communications cables Cable Clip + (#512198) Material 302 stainless steel Installation Attaches to module frame and supports DC cables within the array Max. cable bundle Quantity 32 of #8 AWG, supports DC, AC, and communications cables (dimensions in mm) SunPower® | Helix Roof Solution HELIX ROOF Cable Management ©2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and HELIX are trademarks or registered trademarks of SunPower Corporation in the U.S. and other countries as well. All other trademarks are properties of their respective owners. Specifications included in this sheet are subject to change without notice. (dimensions in mm)Rev 1.1 Cable Cone (#512021) Material Recycled rubber (92% approx.), polyurethane binder (8% approx.) Installation Placed strategically to support DC, AC, or communications cables under modules or outside of the array Max. cable bundle 50 mm (1.97 in.) o.d., or quantity 32 of #8 AWG Cable Tray (#512511) Material Recycled rubber (92% approx.), polyurethane binder (8% approx.) Installation Placed strategically to support DC, AC, or communications cables under modules or outside of the array Max. cable bundle diameter Quantity 32 of #8 AWG Cable Tray Cover (#512510)Optional (same material as Cable Tray) 15 3 BOWLES ROAD, AGAWAM, MA 0 10 0 1 USA 8 0 0 6 3 3 3 8 0 0 413 .78 9 .0 2 5 2 O MGROOFING.C O M Superior productivity. Superior performance. .. RM 1 0 1 8 Re v . 1 0 0 1 2 0 1 8 XHD® and OMG PowerGrip™ are trademarks of OMG. Inc. Copyright © 2018 OMG, Inc. All rights reserved. Patent Nos. US 8,733,718; US 9,103,112. PRODUCT DATA SPECIFICATIONS PowerGrip™ Universal PRODUCT DESCRIPTION OMG PowerGrip™ Universal is a strong roof mount designed to secure solar racks and other equipment to commercial roofs. PowerGrip Universal (PGU) attachment anchors are compatible with commercial roofing systems and connect directly to the roof deck for maximum strength. Once secured in place, properly installed and watertight PGUs can help to eliminate rack movement. FEATURES & BENEFITS • Compatible with most commercial roofing systems and most commercial solar rack systems. • Simple installation process saves time and labor. Can be completed in less than five minutes. • Reduces or eliminates the need for ballast in solar rack applications. Properly installed, PGUs provide a secure anchor to the roof deck and remain watertight. • Places the wind load onto the structural deck where it belongs. • 1-in. (25 mm) tall x 3/8-in. diameter stainless steel bolt and mounting stand provides flexible attachment options. APPLICATION PowerGrip Universal mounts are designed for uplift and shear resistance and also to support dead loads. PGUs are installed with six fasteners. Based on the specific deck type and roofing application, OMG Roofing Products offers several fastener options: • OMG XHD® Roofing Fastener (#15) • OMG RetroDriller Fastener • OMG HD Roofing Fastener (#14) Visit OMGRoofing.com for specific fastener details, sizes, specifications and packaging information. Some sizes of HD and XHD Fasteners are also available in 100-packs for PGU installation. It is highly recommended that OMG PGUs only be installed by authorized roofing contractors. Always consult the roofing system manufacturer prior to installation. PGUs can also be used for many roof mounted applications, including: pipe supports and hangers, step crossovers, electrical conduit, raceways, satellite dishes, small antennas and HVAC applications, among others. *Test reports are available for engineering needs. For more information, contact your local OMG sales representative, call 800 .633 .3800 or visit www.OMGRoofing.com. PERFORMANCE PRODUCT TEST TEST METHOD RESULTS PGU Static Tensile Load*TAS 117 (A)3,300 lbf. (13.34 kN) PGU Static Shear Load*ASTM E488 2,500 lbf. (11.12 kN) PGU Compressive Load*ASTM D1621-10 2,000 lbf. (8.90 kN) ORDERING INFORMATION CAT. NO.DESCRIPTION WEIGHT LBS (KG) PGRPU-STD Standard PowerGrip Universal 3.5. (1.6)PGRPU-PVC PowerGrip Universal for use on PVC roofs PHYSICAL DIMENSIONS Cover Plate Diameter 11.5" (292 mm) Installed Height (without Stud)1" (25.4 mm) Total Installed Height (with Stud)2" (50.8 mm) Fastener Spacing on Base Plate 6" OC (152 mm) pe.eaton.com Eaton BR main lug loadcenter 3BR1224L125R UPC:786676441452 Dimensions: Height: 21 INl Length: 5.19 INl Width: 14.31 INl Weight:24 LB Notes:Suitable for use as service equipment when no more than 6 main disconnecting means are provided or when not used as lighting &appliance panelboard. Has notch for brhdk125 hold-down kit. Warranties: 10 yearl Specifications: Special Features: No feed-thru lugs, includes BREQS125 hold-down screw l Type: Main lugl Amperage Rating: 125Al Box Size: C1rl Bus Material: Aluminuml Cover: Cover includedl Enclosure: NEMA 3Rl Enclosure Material: Metallicl Interrupt Rating: 10 kAICl Main Circuit Breaker: BRl Number Of Circuits: 24l Number Of Spaces: 12l Number Of Wires: Four-wirel Phase: Three-phasel Used With: Type BR 1-inch breakersl Voltage Rating: 208Y/120, 240Vl Wire Size: #6-2/0 AWG Cu/All Supporting documents: Dimensional Drawing - BR 1 LOADCENTER,l MAIN LUG ONLY, OUTDOOR NEMA 3R, 120/240 VAC, 3 PHASE Loadcenters and Circuit Breakersl Eatons Volume 1-Residential and Light Commercial l Type BR 3-Phase Loadcentersl 3-Phase Loadcenter Programl Certifications: UL 50l UL 67l Product compliance: No Data ______________________________________________________________________ © 2016 Eaton. All rights reserved. Product Data Sheet DU323RB SWITCH NONFUSIBLE GD 240V 100A 3P NEMA3R List Price $816.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. Number of Poles 3-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #12 to #1/0 AWG(Al) - #14 to #1/0 AWG(Cu) Depth 6.50 Inches Height 17.50 Inches Action Single Throw Ampere Rating 100A Width 8.50 Inches Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Technical Characteristics Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901491828 Package Quantity 1 Weight 14.78 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Returnability Y Country of Origin US Shipping and Ordering As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. Generated: 11/17/2011 17:13:42 © 2011 Schneider Electric. All rights reserved. 1