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APPROVED PLANS 2 - 23-00011 - 318 S 3rd W - Solar Panels
Author Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : 318 S 3rd W - Solar Panels Address : 318 S 3rd W Record Type : Solar Panels Document Filename : Joshua Barney - Corrected PV Plans - Stamped v2.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00011 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 290308_Joshua B arney_CAD_REV1- PV-1 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector 290308_Joshua B arney_CAD_REV1- PV-4 Stamp Alex Owens : Electrical Open 6 Approved - Electrical Inspector 290308_Joshua B arney_CAD_REV1- PV-4 Free Text Alex Owens : Electrical Open 6 Please call 208-716-1330 for electrical rough inspection once all rooftop equipment is located on site and prior to installation on roof. Solar Panels You are approved for the array if you make sure that the back of the roof has a full 3' pathway at the ridge on both front and back as per R324.6.2 Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) P V - 1 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - THIS PROJECT COMPLIES WITH THE FOLLOWING:2018 INTERNATIONAL BUILDING CODE (IBC)2018 INTERNATIONAL RESIDENTIAL CODE (IRC)2018 INTERNATIONAL MECHANICAL CODE (IMC)2018 INTERNATIONAL PLUMBING CODE (IPC)2018 INTERNATIONAL FUEL GAS CODE (IFGC)2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC)2017 NATIONAL ELECTRICAL CODE (NEC)AS ADOPTED BY CITY OF REXBURG (ID)SITE LOCATION CODES:VICINITY MAP:TABLE OF CONTENTS: C O N S T R U C T I O N N O T E S : R O O F M O U N T P H O T O V O L T A I C S Y S T E M PV-1SITE LOCATIONPV-2SITE PLANPV-2AROOF PLAN WITH MODULES LAYOUTPV-2BROOF AND STRUCTURAL TABLESPV-3MOUNTING DETAILSPV-4THREE LINE DIAGRAMPV-5CONDUCTOR CALCULATIONSPV-6EQUIPMENT & SERVICE LISTPV-7LABELSPV-7ASITE PLACARDPV-8OPTIMIZER CHARTPV-9SAFETY PLANPV-10SAFETY PLANAPPENDIXMANUFACTURER SPECIFICATION SHEETS C O N D U I T A N D C O N D U C T O R S P E C I F I C A T I O N S A R E B A S E D O N M I N I M U M C O D E R E Q U I R E M E N T S A N D A R E N O T M E A N T T O L I M I T U P - S I Z I N G A S R E Q U I R E D B Y F I E L D C O N D I T I O N S . A L L S O L A R E N E R G Y S Y S T E M E Q U I P M E N T S H A L L B E S C R E E N E D T O T H E M A X I M U M E X T E N T P O S S I B L E A N D S H A L L B E P A I N T E D A C O L O R S I M I L A R T O T H E S U R F A C E U P O N W H I C H T H E Y A R E M O U N T E D . M O D U L E S S H A L L B E T E S T E D , L I S T E D A N D I N D E N T I F I E D W I T H F I R E C L A S S I F I C A T I O N I N A C C O R D A N C E W I T H U L 2 7 0 3 . S M O K E A N D C A R B O N M O N O X I D E A L A R M S A R E R E Q U I R E D P E R S E C T I O N R 3 1 4 A N D 3 1 5 T O B E V E R I F I E D A N D I N S P E C T E D B Y I N S P E C T O R I N T H E F I E L D . D I G A L E R T ( 8 1 1 ) T O B E C O N T A C T E D A N D C O M P L I A N C E W I T H E X C A V A T I O N S A F E T Y P R I O R T O A N Y E X C A V A T I O N T A K I N G P L A C E P H O T O V O L T A I C S Y S T E M G R O U N D W I L L B E T I E D I N T O E X I S T I N G G R O U N D A T M A I N S E R V I C E F R O M D C D I S C O N N E C T / I N V E R T E R A S P E R C H E C K A H J N E C S E C 2 5 0 . 1 6 6 ( A ) . S O L A R P H O T O V O L T A I C S Y S T E M E Q U I P M E N T W I L L B E I N S T A L L E D I N A C C O R D A N C E W I T H R E Q U I R E M E N T S O F A R T . 6 9 0 O F T H E C H E C K A H J N E C T H E M A I N S E R V I C E P A N E L W I L L B E E Q U I P P E D W I T H A G R O U N D R O D O R U F E R U T I L I T Y C O M P A N Y W I L L B E N O T I F I E D P R I O R T O A C T I V A T I O N O F T H E S O L A R P V S Y S T E M S O L A R E D G E O P T I M I Z E R S A R E L I S T E D T O I E C 6 2 1 0 9 - 1 ( C L A S S I I S A F E T Y ) A N D U L 1 7 4 1 S T A N D A R D S I N S T A L L C R E W T O V E R I F Y R O O F S T R U C T U R E P R I O R T O C O M M E N C I N G W O R K . E M T C O N D U I T A T T A C H E D T O T H E R O O F U S I N G C O N D U I T M O U N T . S I T E L O C A T I O N G R E G A L B R I G H T M S P I N V J B U M A C S U B SITE PLANSCALE: 1/16" = 1'-0"1 P R O P E R T Y L I N E D R I V E W A Y TOTAL ROOF AREA RIDGE SETBACK CALCS:TOTAL ROOF AREA: 1518 SQ FTSINGLE MODULE AREA: 21.01937947 SQ FTTOTAL NUMBER OF MODULES: 14TOTAL AREA OF MODULES: 294.27 SQ FTROOF COVERAGE: 19.39%FIRE SPRINKLERS : NOBOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10' P V - 2 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - THIS SYSTEM DESIGNED WITH:WIND SPEED: 115WIND EXPOSURE: CSNOW LOAD: 50 R O O F A R E A : 1 5 1 8 S Q F T S I T E P L A N LEGEND:CHIMNEYPIPE VENTMODULESCONDUITSETBACKAC DISCONNECTJUNCTION BOXINVERTERSUBPANELMAIN SERVICEPANEL ACJBINVSUBMSP G R E G A L B R I G H T SOUTH 3RD WEST MSPINV J B UMAC S U B P V - 2 A FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - ROOF PLANSCALE: 1/8" = 1'-0"1 MODIFIED SETBACKS PROPOSED AT RIDGE:TOTAL ARRAY AREA = 294.27 SFTOTAL ROOF AREA = 1518 SFTOTAL ARRAY AREA AS A % TO ROOF AREA = 19.39%19.39% < 33%BOS WILL BE AS CLOSE AS POSSIBLE TO MSP WITHIN 10' N O T E S : 1 . E M T C O N D U I T A T T A C H E D T O T H E R O O F U S I N G C O N D U I T M O U N T S 2 . A T T A C H E D C L A M P S A T 2 5 % F R O M T H E E D G E A N D 5 0 % F R O M T H E C E N T E R O F T H E M O D U L E S 3 . J U N C T I O N B O X I S M O U N T E D T O T H E R A I L . R O O F A R E A : 1 5 1 8 S Q F T R O O F P L A N W I T H M O D U L E S L A Y O U T LEGEND:CHIMNEYPIPE VENTMODULESCONDUITSETBACKAC DISCONNECTJUNCTION BOXINVERTERSUBPANELMAIN SERVICEPANEL ACJBINVSUBMSP G R E G A L B R I G H T T O T A L R O O F A R E A : 1 5 1 8 S Q F T T O T A L A R R A Y A R E A : 2 9 4 . 2 7 S Q F T A R R A Y C O V E R A G E : 1 9 . 3 9 % S Y S T E M D I S T R I B U T E D W E I G H T : 2 . 3 2 L B S R O C K I T M I C R O R A I L P O I N T - L O A D : 2 7 . 2 8 L B S 3' - 0 " 3'-0 " 3 ' - 0 " F I R E A C C E S S P A T H W A Y S F I R E A C C E S S P A T H W A Y S 3'-0"FIRE ACCESSPATHWAYS P V - 2 B FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - R O O F D E T A I L S G R E G A L B R I G H T R O O F A R E A S T A T E M E N T ROOFMODULE QUANTITYROOF PITCHA R R A Y P I T C H A Z I M U T H R O O F A R E A A R R A Y A R E A ROOF 1918 1 8 2 7 0 5 1 2 S Q F T 1 8 9 . 1 7 S Q F T ROOF 2518 1 8 1 8 0 2 1 9 S Q F T 1 0 5 . 1 S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ------------ - - - - - - - - S Q F T S Q F T ROOF DETAILS:TOTAL ROOF AREA: 1518 SQ FTTOTAL ARRAY AREA: 294.27 SQFTARRAY COVERAGE: 19.39%SYSTEM DISTRIBUTED WEIGHT: 2.32 LBSROCKIT MICRORAIL POINT-LOAD: 27.28 LBS ROCKIT MOUNT V A R I E S ROOF SURFACESKIRT F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 R O C K I T M O U N T R O O F M E M B R A N E F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 R O C K I T M O U N T R O O F M E M B R A N E 2X6 RAFTER @ 24" O.C.FREEDOM FOREVER:FF-MP-BBB-400 3 " M I N . 6 " M A X . 5/16" STAINLESS STEEL LAGBOLT OR STRUCTURAL SCREWWITH 2-1/2" MIN. EMBEDMENTAND FLAT WASHER 2.5" MIN. EMBED. 2 . 5 " M I N . E M B E D . 2 . 5 " M I N . E M B E D . 5 / 1 6 " S T A I N L E S S S T E E L L A G B O L T O R S T R U C T U R A L S C R E W W I T H 2 - 1 / 2 " M I N . E M B E D M E N T A N D F L A T W A S H E R 5 / 1 6 " S T A I N L E S S S T E E L L A G B O L T O R S T R U C T U R A L S C R E W W I T H 2 - 1 / 2 " M I N . E M B E D M E N T A N D F L A T W A S H E R TABLE 1 - ARRAY INS T A L L A T I O N ROOFPITCHROOFING TYPEATTACHMENT TYPEFRAMING TYPE1 M A X U N B R A C E D L E N G T H ( F T . ) 1 R A F T E R / T R U S S S I S T E R I N G P E N E T R A T I O N P A T T E R N 2 M A X A T T A C H M E N T S P A C I N G ( I N . ) 2 M A X R A I L O V E R H A N G ( I N . ) 3 ROOF 118WOOD SHAKEECOFASTEN ROCKIT SLIDE2X6 RAFTER @ 24" OC 6 . 3 3 ' N O T R E Q ' D S T A G G E R E D 7 2 " O C 2 4 " ROOF 218WOOD SHAKEECOFASTEN ROCKIT SLIDE2X6 RAFTER @ 24" OC 6 . 3 3 ' N O T R E Q ' D S T A G G E R E D 7 2 " O C 2 4 " 1. CONTRACTOR TO VERIFY FRAMING TYPE AND MAX UNBRACED LENGTH PRIOR TO INSTALLATION. IF THE ABOVE INFOR M A T I O N D O E S N O T M A T C H F I E L D C O N D I T I O N S , N O T I F Y E N G I N E E R O F R E C O R D I M M E D I A T E L Y . 2. WHERE COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHME N T P O I N T S . 3. WHERE APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS. A T T A C H M E N T D E T A I L S c a l e : N T S SOLAR PV ARRAY SECTION VIEWScale: NTS P V - 3 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - M O U N T I N G D E T A I L S G R E G A L B R I G H T S T A G G E R E D D E T A I L F o r I l l u s t r a t i o n p u r p o s e s o n l y S T A C K E D D E T A I L F o r I l l u s t r a t i o n p u r p o s e s o n l y SOLAREDGE S440POWER OPTIMIZERSJUNCTIONBOX2 - #10 AWG, PV WIRE1 - #6 AWG IN FREE AIR OR#10 AWG MUST BE IN EMT CONDUIT STRING-114 FREEDOM FOREVER: FF-MP-BBB-4002 - #10 AWG, THWN-21 - #10 EGC, THWN-2IN 3/4" ORLARGER EMT CONDUIT U M ( E ) 1 5 0 A / 2 P M A I N B R E A K E R ( E ) U T I L I T Y M E T E R ( E ) 1 5 0 A R A T E D S U B P A N E L 1 P H , 1 2 0 / 2 4 0 V 6 0 H Z ( N ) 2 0 A / 2 P P V B R E A K E R E X I S T I N G W I R E R U N T H R O U G H C O N D U I T ( E ) 1 5 0 A R A T E D M A I N B R E A K E R E N C L O S U R E 1 P H , 1 2 0 / 2 4 0 V 6 0 H Z ( E ) 1 5 0 A / 2 P M A I N B R E A K E R T O U T I L I T Y O V E R H E A D F E E D 3 - # 1 0 A W G , T H W N - 2 1 - # 1 0 E G C , T H W N - 2 I N 3 / 4 " O R L A R G E R E M T C O N D U I T ( N ) 3 0 A R A T E D A C D I S C O N N E C T E A T O N D G 2 2 1 U R B ( O R E Q U I V A L E N T ) K N I F E B L A D E , L O C K A B L E , N E M A 3 R , U L L I S T E D 3 - # 1 0 A W G , T H W N - 2 1 - # 1 0 E G C , T H W N - 2 I N 3 / 4 " O R L A R G E R E M T C O N D U I T (N) SOLAREDGESE3800H-US [SI1]INVERTERACDCRAPIDSHUTDOWNSWITCH600VDC NEMA 3R ULLISTED JUNCTION BOX N O T E : C O N D U I T A N D C O N D U C T O R S S P E C I F I C A T I O N S A R E B A S E D O N M I N I M U M C O D E R E Q U I R E M E N T S A N D A R E N O T M E A N T T O L I M I T U P - S I Z I N G A S R E Q U I R E D B Y F I E L D C O N D I T I O N S BACKFEED BREAKER SIZINGMAX. CONTINUOUS OUTPUT 16.00A @ 240V16.00X1.25=20.00AMPS20A BREAKER - OKSEE 705.12 OF CHECK AHJ NEC150X1.20=180180-150=30A ALLOWABLE BACKFEED P V - 4 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - T H R E E L I N E D I A G R A M G R E G A L B R I G H T 2 Please c a l l 208-716- 1 3 3 0 f o r electrical r o u g h inspectio n o n c e a l l rooftop e q u i p m e n t i s located o n s i t e a n d p r i o r to install a t i o n o n r o o f . P V - 5 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - C O N D U C T O R C A L C U L A T I O N S G R E G A L B R I G H T W I R E S C H E D U L E RACEWAY#EQUIPMENT C O N D U C T O R Q T Y . A W G W I R E S I Z E S T A R T I N G A L L O W A B L E A M P A C I T Y @ 9 0 ° C 3 1 0 . 1 5 ( B ) ( 1 6 ) S T A R T I N G C U R R E N T A P P L I E D T O C O N D U C T O R S I N R A C E W A Y T E M P E R A T U R E C O R R E C T I O N F A C T O R 3 1 0 . 1 5 ( B ) ( 2 ) ( a ) A D J U S T M E N T F A C T O R F O R M O R E T H A N 3 C O N D U C T O R S 3 1 0 . 1 5 ( B ) ( 3 ) ( a ) A D J U S T E D C O N D U C T O R A M P A C I T Y @ 9 0 ° C M A X I M U M C U R R E N T A P P L I E D T O C O N D U C T O R S I N R A C E W A Y 1DCMODULETOOPTIMIZER 2 1 0 4 0 1 7 . 2 4 1 1 4 0 . 0 0 2 1 . 5 5 2DCOPTIMIZERTOJUNCTION BOX 2 1 0 4 0 1 5 . 0 0 1 1 4 0 . 0 0 1 8 . 7 5 3DCJUNCTION BOXTOINVERTER 2 1 0 4 0 1 5 . 0 0 1 1 4 0 . 0 0 1 8 . 7 5 4ACINVERTERTOAC DISCONNECT 3 1 0 4 0 1 6 . 0 0 1 1 4 0 . 0 0 2 0 . 0 0 5ACAC DISCONNECTTOPOI 3 1 0 4 0 1 6 . 0 0 1 1 4 0 . 0 0 2 0 . 0 0 6ACSUBPANELTOMSP 3 1 0 4 0 1 1 4 0 . 0 0 0 . 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. MATERIAL LIST: P V - 6 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - QTY.PARTPART #DESCRIPTION14MODULESPV-110-400FREEDOM FOREVER: FF-MP-BBB-40014OPTIMIZERSS440SOLAREDGE S440 POWER OPTIMIZER - F R A M E M O U N T E D M O D U L E A D D - O N 1JUNCTION BOX480-276600VDC NEMA 3R UL LISTED JUNCTION B O X 2CONNECTORS240-300STAUBLI / MULTI-CONTACT MC4 CONNEC T O R S ( F E M A L E ) 2CONNECTORS240-301STAUBLI / MULTI-CONTACT MC4 CONNEC T O R S ( M A L E ) 1INVERTERINV-120-381SE3800H-US [SI1] 240V INVERTER UL1741 S A C E R T I F I E D I N T E G R A T E D A R C F A U L T P R O T E C T I O N A N D R A P I D S H U T D O W N 1AC DISCONNECT321-03030A RATED 240VAC NEMA 3R UL LISTED25ROOF ATTACHMENT 1261-602ROCKIT MICRORAIL10TRIM 1241-253ROCK-IT TRIM COMP DARK27SLIDER 1261-603ROCK-IT SLIDER COMP DARK8BONDING CLAMP 1221-100N/S BONDING CLAMP3BONDING CLAMP 1241-404TRIM BONDING CLAMP15MOUNT ASSEMBLY 1241-405MLPE MOUNT ASSY9SPLICE 1261-604ROCK-IT SPLICE2ATTACHED SPLICE 1211-101ATTACHED SPLICE 8 INCH12TRIMRAIL 1261-606TRIMRAIL UNIV CLIP W/ HDW4TRIM SPLICE 1261-605TRIM SPLICE DRK7TRIMRAIL 1211-115TRIMRAIL UNIV DRK14GROUND LUG 1260-585ILSCO GROUND LUG14TRIM END CAPS 1221-200ROCK-IT TRIM END CAPS OCPD SIZES:20A BREAKER SERVICE LIST:NONE E Q U I P M E N T & S E R V I C E L I S T G R E G A L B R I G H T N O T E S : M 6 9 0 . 5 4 705.12(B)(2)(3)(b) " W A R N I N G " D U A L P O W E R S O U R C E S SECON D S O U R C E I S P H O T O V O L T A I C S Y S T E M RATED A C O U T P U T C U R R E N T - 1 6 . 0 0 A M P S AC NOR M A L O P E R A T I N G V O L T A G E - 2 4 0 V O L T S WARNING:POWER SOURCE OUTPUTCONNECTIONDO NOT RELOCATE THISOVERCURRENT DEVICE.TURN RAPIDSHUTDOWN SWITCH TOTHE "OFF" POSITION TOSHUT DOWN PV SYSTEMAND REDUCE SHOCKHAZARD IN THE ARRAY690.56(C)(1)(A)SOLAR PV SYSTEM EQUIPPEDWITH RAPID SHUTDOWNAC 6 9 0 . 1 5 , 6 9 0 . 5 4 P V S Y S T E M A C D I S C O N N E C T RATED A C O U T P U T C U R R E N T - 1 6 . 0 0 A M P S AC NOR M A L O P E R A T I N G V O L T A G E - 2 4 0 V O L T S RAPID SHUTDOWN SWITCH FORSOLAR PV SYSTEM690.56(C)(3)INVERTER A R R A Y J / B D C " W A R N I N G " P H O T O V O L T A I C P O W E R S O U R C E E V E R Y 1 0 ' O N C O N D U I T A N D E N C L O S U R E S " W A R N I N G " E L E C T R I C A L S H O C K H A Z A R D . T E R M I N A L S O N B O T H L I N E A N D L O A D S I D E S M A Y B E E N E R G I Z E D I N T H E O P E N P O S I T I O N 6 9 0 . 1 3 ( B ) 6 9 0 . 5 3 P V S Y S T E M D C D I S C O N N E C T M A X I M U M V O L T A G E : 4 8 0 V M A X I M U M C I R C U I T C U R R E N T : 1 0 . 5 A M A X R A T E D O U T P U T C U R R E N T O F T H E C O N T R O L L E R O R D C - T O - D C C O N V E R T E R : 1 5 A N E C 6 9 0 . 3 1 ( G ) ( 3 ) & ( 4 ) PMPV METER SOLAR ELECTRICPV PANELSMAXIMUM VOLTAGEMAXIMUM CIRCUIT CURRENTMAX DC-DC CONVERTEROUTPUT CURRENT VAA10.5 48015 P V - 7 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - L A B E L S G R E G A L B R I G H T 1 . N E C A R T I C L E S 6 9 0 A N D 7 0 5 A N D I R C S E C T I O N R 3 2 4 M A R K I N G S S H O W N H E R E O N . 2 . A L L M A R K I N G S H A L L C O N S I S T O F T H E F O L L O W I N G : A . U V R E S I S T A N T S I G N M A T E R I A L W I T H E N G R A V E D O R M A C H I N E P R I N T E D L E T T E R S O R E L E C T R O - P L A T I N G . B . R E D B A C K G R O U N D C O L O R W H I T E T E X T A N D L I N E W O R K . C . A R I A L F O N T . 3 . A L L S I G N S S H A L L B E S I Z E D A P P R O P R I A T E L Y A N D P L A C E D I N T H E L O C A T I O N S S P E C I F I E D . S I G N A G E C A N N O T B E H A N D - W R I T T E N . 4 . S I G N S S H A L L B E A T T A C H E D T O T H E S E R V I C E E Q U I P M E N T W I T H P O P - R I V E T S O R S C R E W S J U N C T I O N B O X 1 4 P V M O D U L E S S U B P A N E L U T I L I T Y M E T E R C A U T I O N : P V - 7 A FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - 1.NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON.2.ALL MARKING SHALL CONSIST OF THE FOLLOWING:A.UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTER S O R E L E C T R O - P L A T I N G . B.RED BACKGROUND COLOR WHITE TEXT AND LINE WORK.C.AERIAL FONT.3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIE D . S I G N A G E C A N N O T B E H A N D - W R I T T E N . 4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREW S . NOTES: S I T E P L A C A R D G R E G A L B R I G H T W A R N I N G TURN OFF PH O T O V O L T A I C A C D I S C O N N E C T PRIOR TO W O R K I N G I N S I D E P A N E L N MAIN S E R V I C E P A N E L AC D I S C O N N E C T INVERT E R E Q U I P P E D WITH RAPI D S H U T D O W N SOUTH 3RD WEST POWE R T O T H I S B U I L D I N G I S ALSO S U P P L I E D F R O M T H E FOLL O W I N G S O U R C E S W I T H DISC O N N E C T S A S S H O W N M S P I N V J B U M A C S U B 12345678910 1-1011-2021-3031-4041-50 5 1 - 6 0 12345678910 1-1011-2021-3031-4041-50 5 1 - 6 0 P V - 8 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - S O L A R E D G E O P T I M I Z E R C H A R T O P T I M I Z E R C H A R T G R E G A L B R I G H T M S P I N V J B U M A C S U B SOUTH 3RD WEST P V - 9 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - S A F E T Y P L A N G R E G A L B R I G H T SAFETY PLAN M A R K U P K E Y INSTRUCTIONS:1.USE SYMBOLS IN KEY TO MARK UP THIS SHEET.2.SAFETY PLAN MUST BE MARKED BEFORE JOBSTARTS AS PART OF THE PRE-PLAN3.DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE& MAKE NOTES ON THE JHA SHEETIN CASE OF EMERGENCYINJURY HOTLINE(855) 400-7233NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINICNAME: _______________________________________________ADDRESS: ___________________________________________SAFETY COACH CONTACT INFORMATIONNAME: _______________________________________________PHONE NUMBER: _____________________________________ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THESAFETY PLAN AND SIGN INDICATING THAT THEY AREAWARE OF THE HAZARDS ON-SITE AND THE PLAN FORWORKING SAFELY. NAME SIGNATURE__________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ __________________________ ________________DATE: ______________ TIME:___________________________ P E R M A N E N T A N C H O R T E M P O R A R Y A N C H O R I N S T A L L E R L A D D E R J U N C T I O N / C O M B I N E R B O X S T U B - O U T S K Y L I G H T N O L A D D E R A C C E S S ( S T E E P G R A D E O R G R O U N D L E V E L O B S T R U C T I O N S ) R E S T R I C T E D A C C E S S C O N D U I T G A S S H U T O F F W A T E R S H U T O F F S E R V I C E D R O P P O W E R L I N E S P T I L B S 7 Z G A S H 2 O B R E A K A N D W A T E R L O G THIS LOG IS TO BE FI L L E D O U T A N Y T I M E T H E T E M P E X C E E D S 9 0 D E G R E E S . T H E C R E W L E A D A N D R O O F L E A D A R E R E S P O N S I B L E F O R E N S U R I N G T H I S I S COMPLETED AND UP L O A D E D A T T H E E N D O F E V E R Y D A Y W H E N T E M P S E X C E E D 9 0 D E G R E E S N A M E 0 8 0 0 H R S 0 9 0 0 H R S 1 0 0 0 H R S 1 1 0 0 H R S 1 2 0 0 H R S 1 3 0 0 H R S 1 4 0 0 H R S 1 5 0 0 H R S 1 6 0 0 H R S J O B H A Z A R D A N A L Y S I S Crew leader to fill out all sections below, h o l d a p r e - j o b s a f e t y m e e t i n g w i t h a l l p e r s o n n e l , a n d u p l o a d t h i s c o m p l e t e d d o c u m e n t a n d t h e S a f e t y P l a n t o S i t e C a p t u r e Ladder Access·Ladders must be inspected before each use.·Extension ladders must be set up on a firm and level surface ata 4-to-1 rise to run angle (or 75 degrees) and the top must besecured to the structure. Extension style ladders placed onuneven, loose or slippery surfaces must additionally have thebase firmly anchored or lashed so the base will not slip out.·Extension ladders must be used with walk-through devices orthe ladder must extend 36" above the stepping off point.·A-frame ladders must only be climbed with the ladder spreaderbars locked in the open position; A-frame ladders shall not beclimbed while in the closed position (ex, closed and used whileleaned against a structure).·Additional notes:Mobile Equipment·Only Qualified operators will operate equipment; operators mustmaintain a certification on their person for the equipment beingoperated.·Type(s) of mobile equipment (Type/Make/Model):·Qualified operator(s):Material Handling and Storage·Materials will be staged/stored in a way that does not present ahazard to client, personnel or public. Materials stored on theroof will be physically protect from failing or sliding off.Fall Protection·A site-specific plan for fall prevention and protection is requiredprior to starting work and must remain onsite at all times untilwork is complete; a fall rescue plan must be outlined anddiscussed among the crew prior to work start.·First-person-Up (FPU) must install their anchor and connectbefore any other task, including installing other anchors. TheLast-Person-Down (LPD) must be the only person on a roofuninstalling fall protection.·FPCP (name and title):·FPU and LPD (name and title):Electrical Safety·The Electrical Qualified Person (EQP) is required onsite toperform electrical work.·All electrical work will be performed with equipment in anelectrically safe condition (de-energized) unless approval hasbeen granted prior to work.·Service drops and overhead electrical hazards will be indentifiedand protected from contact, as neccessary.·EQP (name and tile):Public Protection·The safety of the Client and Public must be maintained at alltimes.·The Client and the Public shall be prevented from entering thework zone through the use of barriers and/or signage, asrequired.·Company, Client and Public property shall be protected fromfalling objects.·Pets (including dogs) shall be secured by their owners prior towork start.·The Client should not leave pets, family members, or others incharge or care of Employees, Contractors, or TemporaryWorkers.·Crew leader responsibl e f o r c o m m u n i c a t i o n w i t h t h e c l i e n t : ·Client and public is exc l u d e d f r o m w o r k a r e a b y b a r r i c a d e s ( N / A , Yes, No):Training and Pre-Job Safet y B r i e f i n g ·All employees onsite s h a l l b e m a d e a w a r e o f t h e s p e c i f i c h a z a r d s of this project and revi e w t h i s H J A d u r i n g a p r e - j o b b r i e f i n g , a n d their signature indicate s a w a r e n e s s o f s i t e c o n d i t i o n s a n d t h e plan to eliminate any h a z a r d s i d e n t i f i e d p r i o r t o a n d d u r i n g t h e project.·Crew leader (name/titl e ) : ·Crew member (name/ti t l e ) : ·Crew member (name/ti t l e ) : ·Crew member (name/ti t l e ) : ·Crew member (name/ti t l e ) : ·Crew member (name/ti t l e ) : Airborne Contaminants:·Asbestos-containing (T r a n s i t e ) p i p i n g ( A C P ) - D o n o t d i s t u r b (move, drill, cut fractur e , e t c . ) ·Asbestos-containing th e r m a l i n s u l a t i o n ( A C I ) a n d Asbestos-containing d u c t w r a p p i n g ( A C W ) - d o n o t d i s t u r b , n o attic or crawlspace acc e s s i s a l l o w e d i f w o r k t o b e p e r f o r m e d could cause exposure t o p e r s o n n e l , c l i e n t o r p u b l i c . ·If yes, list specific task s a n d p r o t e c t i o n i n p l a c e : Weather and Environment·The site supervisor sh a l l f o r e c a s t t h e w e a t h e r c o n d i t i o n s a t t h e job site, prior to crew a r r i v a l , i n o r d e r t o m i t i g a t e a n y h a z a r d s associated with inclem e n t w e a t h e r ( h e a t , c o l d , w i n d , r a i n , e t c . ) ·The site supervisor will u t i l i z e d a p o r t a b l e w i n d m e t e r (anemometer) to verify a c t u a l o n s i t e w i n d c o n d i t i o n s , b y c h e c k i n g at the ground and on a n y e l e v a t e d w o r k s u r f a c e ( e x , r o o f t o p ) prior to work start, at m i d d a y a n d p r i o r t o s o l a r p a n e l s t a g i n g o n a roof.·Elevated work involvin g t h e m o v i n g o r m a n e u v e r i n g o f s o l a r panels shall cease at 2 5 m p h ( s u s t a i n e d w i n d ) u n t i l w i n d subsides.·Forecasted weather m a x i m u m t e m p ( d e g r e e s f ) : H e a t R e l a t e d I l l n e s s P r e v e n t i o n · E m p l o y e e s s h a l l h a v e a c c e s s t o p o t a b l e d r i n k i n g w a t e r t h a t i s f r e s h , p u r e , a n d s u i t a b l y c o o l . T h e w a t e r s h a l l b e l o c a t e d a s c l o s e a s p r a c t i c a b l e t o t h e a r e a s w h e r e e m p l o y e e s a r e w o r k i n g . W a t e r s h a l l b e s u p p l i e d i n s u f f i c i e n t q u a n t i t y a t t h e b e g i n n i n g o f t h e w o r k s h i f t t o p r o v i d e a t l e a s t o n e q u a r t p e r e m p l o y e e p e r h o u r f o r d r i n k i n g f o r t h e e n t i r e s h i f t . E m p l o y e e s m a y b e g i n t h e s h i f t w i t h s m a l l e r q u a n t i t i e s o f w a t e r i f t h e y i d e n t i f y t h e l o c a t i o n a n d h a v e e f f e c t i v e m e a n s f o r r e p l e n i s h m e n t d u r i n g t h e s h i f t t o a l l o w e m p l o y e e s t o d r i n k o n q u a r t o r m o r e p e r h o u r . T h e f r e q u e n t d r i n k i n g o f w a t e r s h a l l b e e n c o u r a g e d . · S h a d e s h a l l b e p r e s e n t w h e n t e m p e r a t u r e e x c e e d s 8 0 d e g r e e s F a h r e n h e i t . W h e n t h e o u t d o o r t e m p e r a t u r e i n t h e w o r k e x c e e d s 8 0 d e g r e e s F a h r e n h e i t , e m p l o y e e s s h a l l h a v e a n d m a i n t a i n o n e o r m o r e a r e a s w i t h s h a d e a t a l l t i m e s . · N e w e m p l o y e e s m u s t b e a c c l i m a t i z e d . N e w e m p l o y e e s w i l l b e m o n i t o r e d b y t h e i r C r e w L e a d e r ( s i t e s u p e r v i s o r ) f o r t h e f i r s t t w o ( 2 ) w e e k s o f e m p l o y m e n t o r l o n g e r w h e n n e c e s s a r y . · E m p l o y e e s w i l l b e a l l o w e d a n d e n c o u r a g e d t o i m p l e m e n t s c h e d u l e d b r e a k s d u r i n g e a c h s h i f t . E m p l o y e e s m u s t t a k e c o o l - d o w n b r e a k s i n t h e s h a d e a n y t i m e t h e y f e e l t h e n e e d t o d o s o t o p r o t e c t t h e m f r o m o v e r h e a t i n g . S u p e r v i s o r s a r e R E Q U I R E D t o a l l o w e m p l o y e e s a n y b r e a k p e r i o d t h e y n e e d d u r i n g h i g h h e a t c o n d i t i o n s . · C o o l V e s t s a r e e n c o u r a g e d f o r a l l e m p l o y e e s a t a l l t i m e s d u r i n g p e r i o d s o f h i g h h e a t . · I d e n t i f y t h e l o c a t i o n o f t h e c l o s e t O c c u p a t i o n a l / I n d u s t r i a l C l i n i c o r H o s p i t a l i n c a s e a c r e w m e m b e r b e c o m e s i l l . W h a t i s t h e s p e c i f i c p l a n t o p r o v i d e a n d r e p l e n i s h s u f f i c i e n t w a t e r f o r a l l e m p l o y e e s o n s i t e ? · I f o f f s i t e r e p l e n i s h i s n e c e s s a r y , w h e r e w i l l y o u g o t o r e p l e n i s h w a t e r ( l o c a t i o n / a d d r e s s ) : · W h o w i l l r e p l e n i s h t h e d r i n k i n g w a t e r ( n a m e ) : R e s t r o o m f a c i l i t i e s · E m p l o y e e s s h a l l h a v e a c c e s s t o r e s t r o o m f a c i l i t i e s w i t h h a n d - w a s h i n g s t a t i o n s . U s e o f o n s i t e r e s t r o o m i s a t t h e c l i e n t ' s d i s c r e t i o n ( l o c a t i o n i s a n n o t a t e d b e l o w ) . I f c l i e n t d o e s n o t g i v e p e r m i s s i o n , l o c a t i o n o f s u i t a b l e r e s t r o o m f a c i l i t i e s w i t h h a n d - w a s h i n g s t a t i o n s o f f s i t e w i l l b e p r o v i d e d . T h e o n s i t e s u p e r v i s o r w i l l i d e n t i f y l o c a t i o n a n d m a k e a r r a n g e m e n t s t o e n s u r e a l l e m p l o y e e s h a v e a c c e s s a t a n y p o i n t . · R e s t r o o m f a c i l i t i e s w i l l b e ( c i r c l e o n e ) : O n s i t e - O f f s i t e · I f O f f s i t e , a d d l o c a t i o n n a m e a n d a d d r e s s : I n c i d e n t R e p o r t i n g P r o c e d u r e · C o n t a c t y o u r S i t e S u p e r v i s o r N a m e : P h o n e : · C o n t a c t y o u r M a n a g e r N a m e : P h o n e : · C o n t a c t y o u r S i t e S u p e r v i s o r N a m e : P h o n e : W i t h : Y o u r f u l l n a m e , p h o n e n u m b e r , o f f i c e l o c a t i o n , b r i e f d e s c r i p t i o n o f w h a t h a p p e n a n d w h e n . N O T E A D D I T I O N A L H A Z A R D S N O T A D D R E S S E D A B O V E ( a d d a s m a n y a s n e c e s s a r y b y u s i n g a d d i t i o n a l s h e e t s ) D e f i n e t h e H a z a r d : M e t h o d / s t e p s t o p r e v e n t i n c i d e n t : D e f i n e t h e H a z a r d : M e t h o d / s t e p s t o p r e v e n t i n c i d e n t : D e f i n e t h e H a z a r d : M e t h o d / s t e p s t o p r e v e n t i n c i d e n t : D e f i n e t h e H a z a r d : M e t h o d / s t e p s t o p r e v e n t i n c i d e n t : P V - 1 0 FREEDOM FOREVER INDY 8.00 TEMPLATE C O N T R A C T O R L I C E N S E : E L E C T R I C A L C O N T R A C T O R 0 5 3 1 5 7 F R E E D O M F O R E V E R L L C 4 3 4 4 5 B U S I N E S S P A R K D R # 1 1 0 , T E M E C U L A , C A 9 2 5 9 0 T e l : ( 8 0 0 ) 3 8 5 - 1 0 7 5 R E V I S E D B Y D A T E N O . S H E E T : R E V I S I O N S J O B N O : 2 9 0 3 0 8 D E S I G N E D B Y : T . F . C L I E N T : J O S H U A B A R N E Y 3 1 8 S O U T H 3 R D W E S T , R E X B U R G , I D 8 3 4 4 0 A H J : C I T Y O F R E X B U R G ( I D ) U T I L I T Y : R M P - R O C K Y M O U N T A I N P O W E R ( I D ) P H O N E : ( 4 8 0 ) 5 4 3 - 7 9 0 0 E M A I L : J T B A R N E Y 8 @ G M A I L . C O M F I N A N C E : O T H E R S Y S T E M : S Y S T E M S I Z E ( D C ) : 1 4 X 4 0 0 = 5 . 6 0 0 k W S Y S T E M S I Z E ( N E C ) : 3 . 8 0 0 k W @ 2 4 0 V M O D U L E S : 1 4 X F R E E D O M F O R E V E R : F F - M P - B B B - 4 0 0 O P T I M I Z E R S : 1 4 X S O L A R E D G E S 4 4 0 I N V E R T E R : S O L A R E D G E S E 3 8 0 0 H - U S [ S I 1 ] D A T E : 1 / 3 / 2 0 2 3 - - - - - - - - - S A F E T Y P L A N G R E G A L B R I G H T MA C H 2 40 0 W M O D U L E 10 0 % 90 . 0 % 0% 25 AD D E D V A L U E P e r f o r m a n c e F i g u r e s i n % Ye a r 01 5 12 98 . 0 % Pr o d u c t wa r r a n t y Li n e a r wa r r a n t y 25 YE A R S 12 YE A R S FF - M P - B B B - 4 0 0 Hi g h m o d u l e c o n v e r s i o n e f f i c i e n c y u p t o 2 0 . 4 8 % Ex c e l l e n t w e a k l i g h t p e r f o r m a n c e Wi t h s t a n d i n g h a r s h e n v i r o n m e n t Lo w e r o p e r a t i n g t e m p e r a t u r e Ex t r e m e w e a t h e r l o a d i n g 12 - y e a r m a t e r i a l & w o r k m a n s h i p 25 - y e a r l i n e a r p o w e r o u t p u t Sn o w L o a d 5, 4 0 0 P a ( 1 1 3 l b / f t 2 ) Re a r S i d e D e s i g n L o a d 2, 4 0 0 P a ( 5 0 l b / f t 2 ) ME C H A N I C A L L O A D I N G MO D U L E S P E C I F I C A T I O N S Front1722±21134±2 Te m p e r a t u r e C o e f f i c i e n t o f P ma x -0.350%/°C Te m p e r a t u r e C o e f f i c i e n t o f V oc -0.275%/°C Te m p e r a t u r e C o e f f i c i e n t o f I sc +0.045%/°C No m i n a l O p e r a t i n g c e l l T e m p e r a t u r e ( N O C T ) 4 2 ° C ± 2 ° C Co n t a i n e r 2 0 ’ G P 4 0 ’ H C Pa l l e t s p e r C o n t a i n e r 6 26 Pa n e l s p e r C o n t a i n e r 1 8 6 806 Ce l l T y p e M o n o p e r c , 1 8 2 m m - h a l f c e l l s , 10 8 ( 6 x 9 + 6 x 9 ) We i g h t 2 2 . 1 k g s ( 4 8 . 7 l b s ) Di m e n s i o n 1 7 2 2 x 1 1 3 4 x 3 5 m m ( 6 7 . 8 0 x 4 4 . 6 5 x 1 . 3 8 ) Fr o n t G l a s s 3. 2 m m ( . 1 3 i n ) , H i g h T r a n s m i s s i o n , Lo w l r o n & S e m i - T e m p e r e d G l a s s Ju n c t i o n B o x I P 6 8 ( 3 B y p a s s D i o d e s ) Ou t p u t C a b l e s 12 0 0 m m ( 4 7 i n ) Co n n e c t o r S t a u b l i E V O 2 Fr a m e & In s t a l l a t i o n An o d i z e d a l u m i n u m p r o f i l e Op e r a t i o n a l T e m p e r a t u r e - 4 0 ° C ~ + 8 5 ° Ma x S y s t e m V o l t a g e 1 5 0 0 V Ma x S e r i e s F u s e R a t i n g 2 5 A Sa f e t y C l a s s C l a s s I I Fi r e R a t i n g T y p e 1 EL E C T R I C A L C H A R A C T E R I S T I C S F R A M E P R O F I L E TE M P E R A T U R E R A T I N G S C E R T I F I C A T I O N S A N D S T A N D A R D S P E N D I N G PA C K A G I N G I N F O R M A T I O N &855(17Ό92/7$*(&859( ME C H A N I C A L C H A R A C T E R I S T I C S OP E R A T I O N S C H A R A C T E R I S T I C S Ch a r a c t e r i s t i c s F F - M P - B B B - 4 0 0 Ma x i m u m P o w e r ( P m a x ) 4 0 0 W Ma x i m u m P o w e r V o l t a g e ( V m p ) 3 1 . 0 1 V Ma x i m u m P o w e r C u r r e n t ( I m p ) [ A ] 1 2 . 9 0 A Op e n C i r c u i t V o l t a g e ( V o c ) [ V ] 3 7 . 0 7 V Sh o r t C i r c u i t C u r r e n t ( I s c ) [ A ] 1 3 . 7 9 A Mo d u l e E f f i c i e n c y 2 0 . 4 8 % Po w e r T o l e r a n c e 0 / + 5 W ST C I r r a d i a n c e o f 1 0 0 0 W / m 2 , AM1.5, cell Temperature 25 o C Fr e e d o m 4 0 0 W M o d u l e D a t a s h e e t 9H U V L R Q 1 R ) ) 0 3 % % % 6(&7,21%Ό%35[1.38]35[1.38]6(&7,21$Ό$35[1.38]35[1.38]UL 61730 | UL 61215 | ISO 9001 | ISO 140011134.0 MM 1722.0 MM35.0 MM Junction Box 1316.0 MM 227.2 MM728.0 MM 35.0 MMProduct Label Back Side30 www.ezsolarproducts.com Aug-2019, Rev 1 1 JB-1 Specification Sheet PV Junction Box for Composition/Asphalt Shingle Roofs A. System Specifications and Ratings o Maximum Voltage: 600 Volts o Maximum Current: 60 Amps o Allowable Wire: 14 AWG – 6 AWG o Spacing: Please maintain a spacing of at least ½” between uninsulated live parts and fittings for conduit, armored cable, and uninsulated lie parts of opposite polarity. o Enclosure Rating: Type 3R o Roof Slope Range: 2.5 – 12:12 o Max Side Wall Fitting Size: 1” o Max Floor Pass-Through Fitting Size: 1” o Ambient Operating Conditions: -35°C - +75°C o Compliance: • JB-1: UL1741 • Approved wire connectors: must conform to UL1741 o System Marking: Intertek Symbol and File # 5015705 o Periodic Re-inspections: If re-inspections yield loose components, loose fasteners, or any corrosion between components, components that are found to be affected are to be replaced immediately. 304.80mm 12.00in 266.70mm 10.50in 183.97mm 7.24in 41.37mm 1.63in 198.37mm 7.81in 77.09mm 3.04in 24.81mm .98in 86.66mm 3.41in ITEM NO.PART NUMBER DESCRIPTION QTY. 1 JB-1 Body w/ E-Z LOK TECHNOLOGY POLYCARBONATE WITH UV INHIBITORS 1 2 JB-1 Lid w/ Gasket POLYCARBONATE WITH UV INHIBITORS 1 3 10-32 x 1-1/4” Phillips pan head bolt 5 4 #8 x 1-1/4” Phillips pan head screw A A B B 4 4 3 3 2 2 1 1 EZ SOLAR DO NOT SCALE DRAWING JB-1 SHEET 1 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:2 WEIGHT: REVDWG. NO.BSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF EZ SOLAR. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. EZ Solar 4411 S Wander Lane Salt Lake City, UT 84124 USA Phone (407) 907-0031 www.ezsolarproducts.com !"#$%& '(&)*+*),-*"./ 0&#-*+*),-*".1/ 2&*34- 567'8/ 4 266.70mm 10.50in 304.80mm 12.00in 170.73mm 6.72in 175.61mm 6.91in 55.89mm 2.20in 57.94mm 2.28in A A B B 4 4 3 3 2 2 1 1 EZ SOLAR DO NOT SCALE DRAWING JB-1 SHEET 2 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:2 WEIGHT: REVDWG. NO.BSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF EZ SOLAR. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. EZ Solar 4411 S Wander Lane Salt Lake City, UT 84124 USA Phone (407) 907-0031 www.ezsolarproducts.com 183.97mm 7.24in 198.37mm 7.81in A A 22.23mm .88in 3.18mm .13in SECTION A-ASCALE 1 : 2 LID OVERHANG OUTSIDE INSIDE A A B B 4 4 3 3 2 2 1 1 EZ SOLAR DO NOT SCALE DRAWING JB-1 SHEET 3 OF 3 UNLESS OTHERWISE SPECIFIED: SCALE: 1:2 WEIGHT: REVDWG. NO.BSIZE TITLE: NAME DATE COMMENTS: Q.A. MFG APPR. ENG APPR. CHECKED DRAWN FINISH MATERIAL INTERPRET GEOMETRIC TOLERANCING PER: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL ANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL APPLICATION USED ONNEXT ASSY PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF EZ SOLAR. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF <INSERT COMPANY NAME HERE> IS PROHIBITED. EZ Solar 4411 S Wander Lane Salt Lake City, UT 84124 USA Phone (407) 907-0031 www.ezsolarproducts.com pe . e a t o n . c o m Ea t o n g e n e r a l d u t y n o n - f u s i b l e sa f e t y s w i t c h DG 2 2 1 U R B UP C : 78 2 1 1 3 1 2 0 2 3 2 Di m e n s i o n s : He i g h t : 10 . 8 1 I N ● Le n g t h : 6. 8 8 I N ● Wi d t h : 6. 3 8 I N ● We i g h t : 6 L B No t e s : WA R N I N G ! S w i t c h i s n o t a p p r o v e d f o r se r v i c e e n t r a n c e u n l e s s a n e u t r a l k i t i s i n s t a l l e d . Wa r r a n t i e s : E a t o n S e l l i n g P o l i c y 2 5 - 0 0 0 , o n e ( 1 ) y e a r f r o m th e d a t e o f i n s t a l l a t i o n o f t h e P r o d u c t o r ei g h t e e n ( 1 8 ) m o n t h s f r o m t h e d a t e o f s h i p m e n t of t h e P r o d u c t , w h i c h e v e r o c c u r s f i r s t . ● Sp e c i f i c a t i o n s : Ty p e : No n - f u s i b l e , s i n g l e - t h r o w ● Am p e r a g e R a t i n g : 30 A ● En c l o s u r e : NE M A 3 R , R a i n p r o o f ● En c l o s u r e M a t e r i a l : Pa i n t e d g a l v a n i z e d s t e e l ● Fu s e C o n f i g u r a t i o n : No n - f u s i b l e ● Nu m b e r O f P o l e s : Tw o - p o l e ● Nu m b e r O f W i r e s : Tw o - w i r e ● Pr o d u c t C a t e g o r y : Ge n e r a l d u t y s a f e t y s w i t c h ● Vo l t a g e R a t i n g : 24 0 V ● Su p p o r t i n g d o c u m e n t s : Ea t o n s V o l u m e 2 - C o m m e r c i a l D i s t r i b u t i o n ● Ea t o n S p e c i f i c a t i o n S h e e t - D G 2 2 1 U R B ● Ce r t i f i c a t i o n s : U L L i s t e d ● Pr o d u c t c o m p l i a n c e : No D a t a __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ © 2 0 1 6 E a t o n . A l l r i g h t s r e s e r v e d . Th e R o c k I t s y s t e m i s t h e i n d u s t r y ’ s p r e m i e r r a i l - l e s s PV r a c k i n g s y s t e m f o r c o m p o s i t i o n s h i n g l e , t i l e , a n d me t a l r o o f s . D e s i g n e d i n c o n j u n c t i o n w i t h t h e n e e d s o f in s t a l l e r s , R o c k I t q u i c k l y & e a s i l y i n s t a l l s w i t h a s i n g l e t o o l . Fe a t u r i n g a n e a s y - t o - p o s i t i o n a l i g n m e n t s l i d e a n d a t o p - do w n l e v e l i n g s y s t e m , R o c k I t i s l o g i s t i c a l l y i n t e l l i g e n t w i t h no n e e d t o s h i p o r t r a n s p o r t l o n g r a i l s . C o m p o n e n t s a r e DY D L O D E O H L Q D E O D F N ȴ Q L V K W K D W F R P S O H P H Q W V E R W K F R P P H U F L D O an d r e s i d e n t i a l a p p l i c a t i o n s . C o n f o r m s t o U L 2 7 0 3 . FE A T U R E S & B E N E F I T S • P a t e n t e d w a t e r t i g h t t e c h n o l o g y • F u l l y i n t e g r a t e d b o n d i n g • T o p - d o w n l e v e l i n g s y s t e m •N o r t h - S o u t h a d j u s t a b i l i t y • S i n g l e t o o l i n s t a l l CO M P L E T E R A I L - L E S S R A C K I N G S Y S T E M ST R E A M L I N E D I N S T A L L A T I O N W I T H MI N I M A L R O O F P E N E T R A T I O N S Co m p o s i t i o n S h i n g l e , Ti l e , M e t a l Ra i l - L e s s St r u c t u r a l - A t t a c h Di r e c t - A t t a c h EC O F A S T E N S O L A R . C O M FRAME MLPE MOUNT Attaches and fully bonds MLPE’s (Module Level Power Electronics) to the module frame with a single bolt clip. CO U P L I N G Th e f a s t i n s t a l l i n g R o c k I t C o u p l i n g ea s i l y a t t a c h e s t o t h e m o d u l e f r a m e to b r i d g e t h e g a p s b e t w e e n m o d u l e s . RO C K I T S L I D E Av a i l a b l e i n t h r e e v a r i a t i o n s , t h e R o c k I t Sl i d e a l l o w s i n s t a l l a t i o n o n c o m p o s i t i o n sh i n g l e , t i l e , a n d m e t a l r o o f s . SK I R T Th e s l e e k b l a c k S k i r t i n s t a l l s f i r s t a n d a c t s as a n a l i g n m e n t g u i d e f o r t h e e n t i r e a r r a y . Th e S k i r t E n d C a p d o e s d o u b l e d u t y a s a sk i r t c o u p l i n g d e v i c e a n d a n a e s t h e t i c a l l y - pl e a s i n g f i n i s h i n g t o u c h . ROCKIT MOUNT Featuring integrated bonding pins, the RockIt Mount connects to the Slide and can easily be positioned for fast installation. Features top-down leveling.