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HomeMy WebLinkAboutB17-1238 025-120-012�c a W DC Op"t OTOVO P aI L I v Agr 'IN n08 INSTALLATIUK., r �. v ,.. ,., SHEET INDEX 1 COVER SHEET 2 TABLE DIMENSIONS & VIEWS 3 CONSTRUCTION DETAILS 4 HARDWARE DETAILS 5 GROUNDING PLANS 6 FOUNDATION DETAILS 7 JARRAYLAYOUT 711 •1111 � • 1 , ,. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL JURISDICTIONS. 2. ALL LOCAL AND NATIONAL ELECTRICAL CODES SHALL BE FOLLOWED IN THE CONSTRUCTION AND COMMISSIONING OF THE PHOTOVOLTAIC SYSTEM. 3. ALL DIMENSIONS OF EXISTING SITE CONDITIONS MUST BE VERIFIED BEFORE COMMENCING WORK. 4. BEFORE BEGINNING ANY WORK CONTRACTOR SHALL NOTIFY OWNER, OWNERS REPRESENTATIVE, RAPID RACK, AND DESIGN ENGINEER OF ANY DIFFERENCES NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 5. DIMENSIONS MARKED TBV ARE TO BE VERIFIED IN THE FIELD. THOSE MARKED AS NTS ARE NOT TO SCALE. ALL OTHERS ARE ASSUMED TO BE CORRECT, BUT SHOULD BE CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE CONTRACTOR. 6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED. 7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF OTHERS. 8. BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9. DESIGN OF THIS MOUNTING SYSTEMS AND IT'S FOUNDATIONS ARE ACCORDING TO THE IBC 2015, CBC 2016, AISI 2007, ADM 2005, ASCE 7-10, AND AISC 13th EDITION. 1. ALL MODULES SHALL BE GROUNDED WITH SGB OR PROVEN EQUAL. 2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRE SHALL RUN UNSPLICED FROM EACH MODULE TO THE GROUND SHARK(S). 3. SOLAR MODULES SHALL BE AS SPECIFIED ON TABLES (BY OTHERS). 4. COMPLETE ELECTRICAL DIAGRAMS ARE NOT INCLUDED IN THIS PACKAGE. 5. RACKING SHALL BE RAPID RACK GROUND MOUNT ARRAY AT TILT SPECIFIED ON TABLES. 6. CONTRACTOR IS RESPONSIBLE FOR FINAL SOLAR FIELD LOCATION BASED ON INFORMATION PROVIDED. 7. ALL RACKING AND MOUNTING HARDWARE PROVIDED BY RAPID RACK CARRY A 20 YEAR WARRANTY. 8. ALL ALUMINUM RAILS SHALL HAVE A %4" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF 16" BETWEEN MODULES. 9. ALL CONSTRUCTION SHALL BE ACCORDING TO THE MOST RECENT VERSION OF THE INSTALLATION MANUALS. 10. ALL BONDING OF THE MOUNTING SYSTEMS TESTED ACCORDING TO UL STANDARD 2703. 11. ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TIGHTENED TO 25 ft-Ibs. 12. SELF DRILLING SCREWS AT THE PILE BRACKET SHALL BE TORQUED TO 8 ft-Ibs. 13. SELF DRILLING SCREWS AT SPLICES AND EDGE STOPS SHALL BE TIGHTENED TO 3 ft-Ibs. 14. GROUND SHARK SHALL BE TIGHTENED TO 20 ft-Ibs. ASCE WIND & SNOW LOAD PARAMETERS MODULE SPECIFICATIONS MODEL: RENESOLA JC320M-24/AB POWER: 320 W HEIGHT: 77.01 in WIDTH: 39.06 in FRAME: 40 mm WEIGHT: 59.50 Ibs ASCE WIND & SNOW LOAD PARAMETERS DESCRIPTION VALUE WIND SPEED, mph 100 WIND DIRECTIONALITY FACTOR Kd 0.85 RISK CATEGORY I EXPOSURE CATEGORY C TOPOGRAPHIC FACTOR KZt 1 ARRAY TILT, ° 21 GUST EFFECT FACTOR G 0.85 GROUND SNOW LOAD, psf 0 DEAD LOAD, psf 2,85 DESIGN LOAD DOWNFORCE, psf 22.85 DESIGN LOAD UPLIFT, psf -18.48 ASCE 7-10 SEISMIC LOAD PARAMETERS DESCRIPTION ARRAY 1 ARRAY 2 MAPPED SPECTRAL RESPONSE 0.2s, SS 0.590 TOTAL kW MAPPED SPECTRAL RESPONSE 1s, S1 0.269 1 SITE SOIL CLASSIFICATION D PORTRAIT SEISMIC DESIGN CATEGORY D RENESOLA JC320M-24/AB SEISMIC RESPONSE COEFFICIENT, Cs 0.418 ASTM 304 STAINLESS STEEL EFFECTIVE SEISMIC WEIGHT, Ibs 11,158 HD PILE BRACKET SET EFFECT OF HORIZONTAL FORCES, Eh 3,388 24.00 EFFECT OF VERTICAL FORCES, EV 1,166 - 16 HD SLOT NUT DESIGN LOAD DOWNFORCE, Ibs 14,346 REAR CLEARANCE ABOVE GRADE, in DESIGN LOAD UPLIFT, Ibs -RAY 8,250 %4" x 20 x 14/8" SELF DRILLING SCREW [AR HEIGHT Z, ft 8.90 E ASCE 7-10 FOUNDATION REACTION FORCES DESCRIPTION ARRAY 1 ARRAY 2 F1 - LATERAL FORCE - DOWN, Ibs 1,244 TOTAL kW F2 - VERTICAL FORCE - DOWN, Ibs 2,508 1 F3 - LATERAL FORCE - UP, Ibs 1,075 PORTRAIT F4 - VERTICAL FORCE - UP, lbs 2,194 RENESOLA JC320M-24/AB M1 - BENDING MOMENT, ft-Ibs 4,542 ASTM 304 STAINLESS STEEL F5 - LATERAL FORCE - DOWN, Ibs 118 HD PILE BRACKET SET F6 - VERTICAL FORCE - DOWN, Ibs 2,560 24.00 F7 - LATERAL FORCE - UP, lbs 102 - 16 HD SLOT NUT F8 - VERTICAL FORCE - UP, Ibs 2,239 REAR CLEARANCE ABOVE GRADE, in M2 - BENDING MOMENT, ft-Ibs 946 %4" x 20 x 14/8" SELF DRILLING SCREW PILE FIXITY DEPTH, in 12 E RAPID RACK ARRAY OVERVIEW ARRAY ARRAY SIZE ARRAY COUNT ORIENTATION # OF MODULES TOTAL kW MODULE TYPE TOTAL PILES 1 3 x 48 1 PORTRAIT 144 46.08 RENESOLA JC320M-24/AB 26 15.00 ASTM 304 STAINLESS STEEL HEAVY DUTY RETAINING CLIP ASTM B221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET C MODULE FACE HEIGHT ABOVE GRADE, in 24.00 $" ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY - 16 HD SLOT NUT ASTM 304 STAINLESS STEEL D REAR CLEARANCE ABOVE GRADE, in 100.80 %4" x 20 x 14/8" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING %4" ID x 0.687 OD x 0.045 SPLIT LOCK WASHER E ARRAY TILT, deg 21.00 XL EDGE STOP ASTM B221 ALUMINUM 5052-H32 ALLOY %4" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL F BASE RAIL CANTILEVER, in 46.88 TOTALS G 1 1881.00 144 46.08 26 RAPID RACK ARRAY DIMENSIONS ITEM DESCRIPTION ARRAY 1 3x48 ARRAY 2 XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET A BASE RAIL LENGTH, in 239.43 %4" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL HEAVY DUTY RETAINING CLIP SET B MINIMUM CLEARANCE ABOVE GRADE, in 15.00 ASTM 304 STAINLESS STEEL HEAVY DUTY RETAINING CLIP ASTM B221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET C MODULE FACE HEIGHT ABOVE GRADE, in 24.00 $" ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY - 16 HD SLOT NUT ASTM 304 STAINLESS STEEL D REAR CLEARANCE ABOVE GRADE, in 100.80 %4" x 20 x 14/8" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING %4" ID x 0.687 OD x 0.045 SPLIT LOCK WASHER E ARRAY TILT, deg 21.00 XL EDGE STOP ASTM B221 ALUMINUM 5052-H32 ALLOY %4" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL F BASE RAIL CANTILEVER, in 46.88 G ARRAY LENGTH, in 1881.00 H ARRAY WIDTH, in 223.53 I INSERTION RAIL CANTILEVER, in 58.44 J CRITICAL MODULE POCKET DIMENSIONS, in 77.39 K EAST -WEST PILE SPACING, in 147.00 L NORTH -SOUTH PILE SPACING, in 136.00 M FRONT PILE LENGTH, in 120.00 N REAR PILE LENGTH, in 168.00 O FRONT PILE EMBEDMENT DEPTH, in 88.20 P REAR PILE EMBEDMENT DEPTH, in 83.99 Q FRONT PILE HEIGHT ABOVE GRADE, in 31.80 R REAR PILE HEIGHT ABOVE GRADE, in 84.01 MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 40 mm INSERTION RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET 412 �_ 120- 012 INSERTION RAIL SPLICE ASTM B221 ALUMINUM 6005A T61 ALLOY %4" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL HEAVY DUTY RETAINING CLIP SET 16 x%" BOLT ASTM F593C STAINLESS STEEL 16 SLOT NUT ASTM 304 STAINLESS STEEL HEAVY DUTY RETAINING CLIP ASTM B221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET 3/$" - 16 x 3/4" BOLT ASTM F593A STAINLESS STEEL $" ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY - 16 HD SLOT NUT ASTM 304 STAINLESS STEEL PILE BRACKET ASTM A36 STEEL, POWDER COATED WITH ZINC UNDERCOAT PILE BRACKET ATTACHMENT SET %4" x 20 x 14/8" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING %4" ID x 0.687 OD x 0.045 SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY XL EDGE STOP SET XL EDGE STOP ASTM B221 ALUMINUM 5052-H32 ALLOY %4" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL W 6 x 7 PILE ASTM A992 STEEL, 50 ksi YEI LD, ASTM A123 GALVANIZED PERMIT# BUTT= COUNTY DEVELOPMENT SERVICES REVIEWED CODE COMPLIANCE DATE 7 -1�"i7 By- Ai LessTime.More Savings. 15 Pepsi Way DURHAM, CA. 95938 (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS 'K, w,76 } �`u al �x a* I f -------------- - - - - - - i, I PROJECT INFORMATION GOLDEN WEST FARMS - SITE 2 (BLUE) ADDRESS. 2505 MEAD AVENUE CITY: BIGGS, CA 95917 BUTTE COUNTY APN#, 910.021-680 PROJEC171030-24 PE STAMP EXPIRES 3/31/2019 DATE STAMPED: 6/12/2017 REVISION SCHEDULE No. Date I Description if APPROVED BY: DATE: 6/12/2017 41" -11138 A3 TITLE: COVER SHEET 412 �_ 120- 012 SHEET: 1 OF 7 1) 1°I .N 1 ��01 .'AR (46AIR 101) , 1 Inch Scale to Confirm 24" x 36" Plot ©COP"tot 2016, RAPID RACK x Mj y ry, PRI I PROJECT INFORMATION GOLDEN WEST FARMS - SITE 2 (BLUE) ADDRESS. 2505 MEAD AVENUE CITY: BIGGS, CA 95917 BUTTE COUNTY APN#, 910.021-680 PROJEC171030-24 PE STAMP EXPIRES 3/31/2019 DATE STAMPED: 6/12/2017 REVISION SCHEDULE No. Date I Description 1 Utz (,el DRAWN BY: I CS APPROVED BY: DATE: 6/12/2017 41" -11138 A3 TITLE: COVER SHEET 412 �_ 120- 012 SHEET: 1 OF 7 1) 1°I .N 1 ��01 .'AR (46AIR 101) , 1 Inch Scale to Confirm 24" x 36" Plot ©COP"tot 2016, RAPID RACK 1 Utz (,el PROPERTY OF: LessTime More Savin s 15 Pepsi Way DURHAM, CA. 95938 (831) 334-8833 www.rapidrack.com '( THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OFA PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR S� P ' IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS Y � G - ARRAY LENGTH x P5��1Fz E - ARRAY TILT D - REAR a F GP �ZL� p,FL CLEARANCE ONS F� R - REAR PILE ABOVE GRADE HEIGHT ABOVE 4E GRADE w;&A Q - FRONT PILE M - FRONT PILE N - REAR PILE C- MODULE FACE" B- MINIMUM HEIGHT ABOVE LENGTH LENGTH Lw HEIGHT ABOVE GRADE CLEARANCE ABOVE GRADE I ^ GRADE � GRADE LINE 10 I 12 P - REAR PILE 0 -FRONT PILE EMBEDMENT EMBEDMENT DEPTH DEPTH e, K - EAST WEST SUPPORT SPACING x - CALLOUT LETTERS REFER TO TABLES ON SHEET 1 L - NORTH - SOUTH PILE SPACING 4 f PROFILE SECTION VIEW H- H ELEVATION VIE NTS.: NTS Vi k,C+, SEE TABLE BELOW FOR V8" ASSUMED BETWEEN MODULES IF RIGID SPLICES ARE USED, AS SMALL AS INSERTION RAIL PATTERNS 0 IS ACCEPTABLE WHEN EXPANSION SPLICES ARE USED P1- FIRST INSERTION P...- MIDDLE INSERTION P..- LAST INSERTION' RAIL LENGTH RAIL LENGTHS RAIL LENGTH `i PROJECT INFORMATION NAME: GOLDEN WEST FARMS - SITE 2 (BLUE) ADDRESS: 2505 MEAD AVENUE CIN: BIGGS, CA 95917 PHONE. AHJ: BUTTE COUNTY APN#: 910-021-680 PV MODULES PROJECT.: 171030-24 AS SPECIFIED ON SHEET 1 PE STAMP EXPIRES: H - ARRAY WIDTH (ONLY 3 SHOWN 3/31/2019 FOR CLARITY) IN Ppm !i 0.151182 f DATE STAMPED: 6/12/2017 GENERAL CONSTRUCTION TOLERANCES I - CANTILEVER FROM CENTER OF REVISION SCHEDULE ASE RAIL TO END OF INSERTION SPACE BETWEEN INSERTION RAIL ENDS No. Date Description f 4 in FOR BASE RAIL SPACING RAIL AT EAST AND WEST ENDS PERMiT # t 4 IN FOR INSERTION RAIL CANTILEVER PLA VIE BUTTE COUNTY DEVELOPMENT SERVICES f 2 IN FOR SINGLE PILE LOCATION NTS R �� �� FOR fig DRAWN BY: CS f 5° FOR PILE ROTATION LI) E f 2° FOR PILE PLUMB ?'-2`"7-d� DATE -____ BYj�fflL J� APPROVED BY: DATE: 6/12/2017 f 2° FOR ARRAY TILT — TITLE TABLE DIMENSIONS &VIEWS + %" - 16 FOR INSERTION RAIL SPACING INSERTION RAIL PATTERNS SHEET: 2 OF 7 + 3�4" - 3�4" FOR PILE BRACKET SPACING ARRAY ARRAY ARRAY RAIL P1, in. RAIL P in. RAIL P , in. RAIL P , in. RAIL P in. RAIL P in. RAIL P , in. RAIL P in. TOTAL ARRAY LENGTH - G in. 1 2� s 4 s� s� 7 8> > COUNT SIZE 1 1 3 x 42 240 240 240 240 199.25 240 240 240 11881.00 1 inch Scale to Confirm24"x3Plot ©CopKl9ht 2018,RRlatt3 Ap& R — ---- — __ — — __ . _ a 12 GENERAL CONSTRUCTION TOLERANCES t 4 in FOR BASE RAIL SPACING PROPERTY OF: f 4 IN FOR INSERTION RAIL CANTILEVER t 4 IN FOR SPLICE TO BASE RAIL SPACING i_ess tt;n_e More -Savings 15 Pepsi Way f 2 IN FOR SINGLE PILE LOCATION f 5° FOR PILE ROTATION DURHAM, CA. 95938 f 20 FOR PILE PLUMB (831) 334-8833 f 2° FOR ARRAY TILT www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF + �$" — V16" FOR INSERTION RAIL SPACING + 3/4" - 3/4" FOR PILE BRACKET SPACING IN OR MINI PAR FOR ANY OTHER PROJECT CK, AND ARE NOT To BE USED WITHOUTOLE THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS Sxc %4" - 20 x 1" STAINLESS STEEL XL INSERTION RAIL SELF DRILLING SCREW FOR EDGE MODULE FRAMES XL EDGE STOP A, .#_ MR, �•- D -•� STOP (X2) -1 mm TOLERANCE (NOT SHOWN FORLIN 4 � RETAINING CLIP SET (ON UPHILL EDGE): 3/g" 3/4" XL INSERTION RAIL ALL MIDDLE INSERTION RAILS REQUIRE CLARITY) PV MODULE t NY >, % \ • ' 16 X STAINLESS STEEL HEX BOLT 3/a" GAP ABOVE MODULE I' j '� • RETAINING CLIP EXPANSION SPLICE 2 RETAINING CLIPS PER CONNECTION AS SPECIFIED ON SHEET 1 > ` • 3/g" SLOT NUT 37 n_4 j XL EDGE STOP( 1 PER RAIL END %4" x 1" SELF DRILLING SCREWS P B FOR EXPANSION SPLICE ATTACH 8 SCREWS TO ONE RAIL ONLY ® �� (X8) UPPER INSERTION RAIL , � 1 HEAVY DUTY RETAINING CLIP BASE RAIL END CAP REQUIRED ON THE DOWNHILL EDGE' • 2 PER RAIL BASE RAIL" ,I SECTION IDENTIFIER, ALL TABLES DETAIL A- LOWER ISE TIO IL CONNECTION DETAIL B -MIDDLE ISTIO IL CONNECTION E IL C - UPPER INSERTION IL CONNECTION NTS - WITH EDGE STOP SHOWN NTS NTS NTS fi tr6a v XL INSERTION RAIL DETAIL G SEE SHEET 5 i. �° FOR GROUNDING DETAILS GROUNDING DETAILS' 18" SEE SHEET 5 FOR 15 ADDITIONAL INFORMATION AND XL 18" INSERTION SPLICE, %2" j2" ALTERNATE SDS PATTERN ' EXPANSION Y4' OCoo OP E GNB X $ cP�M v��N ' 0�I N Mo® XXL BASE RAIL aZM�N5�0 ------------- PROJECT INFORMATION NAME FARMS - PV MODULE 8" oft �/8$" SPLIT LOCK WASHER BETWEEN AS SPECIFIED ON SHEET 1 XL INSERTION RAIL EDGE STOP 2 PER �� %4 x 1 I BOLT HEAD AND PILE BRACKET SITEGOLDE(B VEST ADDRESS. 2505 MEAD AVENUE ROW OF INSERTION RAIL AT EACH END SELF DRILLING SCREW FOR 18" Pilo FOR BONDING FOUNDATION TO I - EXPANSION SPLICE, ATTACH 8 PILE BRACKET SET ® ® i XXL BASE RAIL i BIGGS, CA 95917 BI PHONE. ° f TOP OF PILE BRACKET FLUS SCREWS TO ONE RAIL ONLY (X8) 3/g" x 3/4" HEXBOLT F593A (X2) ® ® ® I 1 AHJ WITH TOP OF PILE + 3/4" - 3/4' 3/8" SPLIT LOCK WASHER (X2) L— — — — — — — — — — — — — — —1 BUTTE COUNTY 910-021-680 Y4'" x 1 SS SELF DRILLING SLOT NUT (X2) 8 1 71030-24 W 6 X 7 SLOT NUT ° ® SCREW FOR EDGE STOP (X2) e ® (X2) I -INSERTION RAIL CANTILEVER %4" x 1" STALGARD COATED SELF DRILLING PE STAMP EXPIRES: 3/31/2019 PILE BRAC K CANTILEVER FROM MIDPOINT OF LAST BASE RAIL TO END OF INSERTION PILE BRACKET SCREWS IN THE PATTERN SHOWN OR USE THE ALTERNATE PATTERN SEE SHEET 5 RAIL DETAIL G (X6) AT EAST AND WEST CENTER OF SPLICE , $P� MUST OCCUR IN OPEN 80% OFQ, 182 EAST -WEST SPAN K -------- -�° %4" SPLIT LOCK WASHER I CIVIL FOR PILE BRACKET TO PILE BONDING UNDER ANY 2 SELF DRILLING SCREWS (X2)� I I DATE STAMPED: 6/12/2017 DETAIL D- CRITICAL MODULE POCKET DIMENSION DETAIL E - CANTILEVER DIST CE NTS DETAIL NTS F - INSERTION S LICEETAIL l - WITH PILE EXPANSION CONNECTION REVISION SCHEDULE No. Date Description NTS PERMIT DRAWN BY: CS APPROVED BY: BUTTE COUNIY DEVELOPMENT SERVICES I REVIEWED DATE: 6/12/2017 TITLE: CONSTRUCTION DETAILS CODEO1 1 I /�, SHEET: 3 OF 7 J 1 Alt DATE 7. 1"7 BY 1 inch Scale to Confirm 24" x 36" Plot ©Copyright 2016, RAPID RACK I 3� 6 2 5/8.. PROPERTY OF: F:315/16 --111-11-111- 315/1 6 s ,611 2 �s LessTime. Mare Savings 15 Pepsi Way DURHAM, CA. 95938 1ly/16 FT� (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE OF RACK. THIS JEOTT 1Y4 ON DOCUMENT ENT SSUBTTEN RETURNID PON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS R x. 7 fa i � 3n /8 5 3/4" 31%6•• 4 / foll", 15453/4!?1 Y4(X10) I(� � I I III � = _ I I 0 NO;Y 9 U tta' 5/32 NOTE: SEE SHEET 1 y4: FOR BASE RAIL SPECS zr. g W 6 x 7 PILE HD G PILE BRACKET XL BASE RAIL L BASE RAIL SLOT NUT SCALE , 1:1 SCALE: 1:1 SCALE: 1:1 SCALE 4:1 SCALE 1 : 1 MODULE FRAMES I I III III QUI III 21' 6 II I I III I I III I I III III I I III A x I III ! I III } I I III I I III s I I III I I III y,n .a III 2 9i6 III I I III 4 �2„ III 2„ I 1 II 1 I III I ► III 2 Y8"I O ❑ I I III I I III `$ f V I I III I I III _ I I III I I II ► I Mr I I III I I III I I III I I III I I I I III I I III 1 I I III ► I III 31%6' NOTE: SEE SHEET 1 33/4° FOR RETAINING CLIP SPECS XL INSERTION RAIL STD RETAINING CLIP HD RETAINING CLIP XL INSERTION RAIL SPLICE EXPANSION EDGE STOP NTS SCALE 2:1 SCALE 2:1 SCALE 1:1 PROJECT INFORMATION SCALE 2:1 — IN 18" LENGTHS NAME: GOLDEN WEST FARMS - SITE 2 (BLUE) ADDRESS. 2505 MEAD AVENUE CITY: BIGGS, CA 95917 I PHONE: AHJ: BUTTE COUNTY 3/8" x 3/4" HEXBOLT, SS 910-021-680 POWDERCOATED GREENI I # 1ROJEC -24 PE STAMP EXPIRES: UPPER WING I I 3/31/2019 3/$.. WASHER I AWG #6 LOCATION -- AWG #10 LOCATION I LOWER WING J. y CNIL nr SLOT NUT DATE STAMPED: 6/12/2017 REVISION SCHEDULE No. Date Description I PERMITS ""� ' DRAWN BY: CS — — -- — -- BUTTE COUNTY DEVELOPMENT SERVICES gp P� �9 I WE REVIEWED F®""' APPROVED BY: DATE: 6/12/2017 TITLE: -- � CODE COMPLIANCE HARDWARE DETAILS GROUND SHARK ASSEMBLY PV MODULE DATE"�-:i� BY_e SHEET 4 OF 7 SCALE 2: 1 ON SHEET 1 finch NTS — AS SPECIFIED Scale to Confirm 24" x 36" Plot ©Capydght 2016, RAPID RACK I LCi 3/8" x 3/4" HEX BOLT, SS HEAD PAINTED GREEN 3/8' WASHER SS UPPER WING, SS LOWER WING, SS SLOT NUT ------- BARE COPPER WIRE A L L PROFILE VIEW -GROUND SHARK ASSEMBLY SCALE 1:1 x MODULE GROUND LUG SYSTEM GROUND '7 GROUND SHARK � � DYNOBOND ALL EXPOSED METAL BONDED AND RECOGNIZED TO UL 2703 BONDING THROUGH BOTH EXPANSION AND RIGID SPLICES TESTED AND RECOGNIZED PER UL 2703 GUIDELINES BONDING OF XL INSERTION RAIL TO BASE RAIL TESTED AND UL 2703 RECOGNIZED NOTE: ADDITIONAL GROUNDING DETAILS FOR PILE AND PILE BRACKET ON SHEET 2, DETAIL F GROUNDING NOTES --- ",WG #10 LOCATION AWG #6 LOCATION ROUND CLIP MAY BE STALLED AT ANY POINT ON kSE RAIL VIEW L - L - GROUND SHARK ASSEMBLY SCALE 1:1 1 II AF7 1 ICTr-:n Akin 1 11 77x12 =f( n.r_AIIiCn IAIn CUAMI! -rte nn1.IKIr-r+r rr+r. 3/8" SPLIT LOCK WASHER BETWEEN PILE BRACKET AND BOLT HEAD ON EACH SIDE OF BASE RAIL FOR BONDING PILE BRACKET TO BASE RAIL (X2) %4" x 1" SDS SCREW SIZE FOR THIS DESIGN MUST USE PATTERN SHOWN OR USE PATTERN ON SHEET 3, DETAIL F (X6) %4" SPLIT LOCK WASHER UNDER ANY 2 SELF DRILLING SCREWS FOR BONDING OF BRACKET TO PILE 1. ALL GROUNDING HARDWARE SHALL BE UL APPROVED. 2. ALL WIRE SIZED ACCORDING TO THE NEC. 3. ALL MODULES SHALL BE BONDED TO FRAMEWORK THROUGH EGC WITH SGB OR EQUIVALANT APPROVED GROUND LUG. 4. EAST -WEST MIRROR IMAGE OF DRAWING IS ALSO ACCEPTABLE. 5. ALL EXPOSED METAL BONDED PER UL 2703 TESTING, UL REPORT #QIMS2.E357798. 6. ULTIMATE SYSTEM GROUNDING THROUGH GROUND SHARK, LISTED TO UL 467 E L REPORT #100465828LAX -001a. 7. SEE UNIVERSAL RACKING INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS. 8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED). - FROM SHEET 3 1 PER PV STRING AWG #6 OR #10 SOLID BARE COPPER EGC BONDS ONLY ONE PV STRING TO MOUNTING SYSTEM, CONNECT TO ONE SGB IN ONE STRING SGB GROUND LUG OR EQUIVALENT APPROVED GROUND LUG, ATTACH TO ANY 1 MODULE IN STRING, CONNECT TO EGC PER MANUFACTURING INSTRUCTIONS PV MODULE AS SPECIFIED ON SHEET 1 (ONLY 3 SHOWN FOR CLARITY). ALL MODULE STRINGS BONDED AND GROUNDED AS SHOWN UL 2703 RECOGNIZED DYNOBOND BONDING JUMPER BONDS UP TO ONE STRING OF MODULES, 1 PER MODULE ALTERNATE SYSTEM GROUND LOCATION INSTALL 1 GROUND SHARK ON ANY BASE RAIL CONNECT AWG #6 OR #10 BARE COPPER TO GROUND SHARK AND TO SYSTEM GROUND, COMBINERS AND INVERTERS GROUNDING PLAN DYNOBOND SPECIFICATIONS 1. EACH DYNOBOND IS DESIGNED TO BOND UP TO 20A OF PV MODULES (ONE STRING MAXIMUM). NTS - USING DYNOBOND 2. EACH STRING OF PV MODULES USES ONE UL APPROVED GROUND LUG. 3. BOND ALL MODULES WITHIN STRING TOGETHER WITH DYBNOBOND, PERMIT BOND EACH STRING TO FRAME WITH ONE GROUND SHARK. # tit7- t'L"rte BUTTE COUNTY DEVELOPMENT SERVICES — GROUND SHARK CALCULATION COREVIEWED FOR 1. PV STRING I,c X 1.25 X 1,25 = OVERCURRENT PROTECTION DEVICE RATING (OCPD RATING). DE COMPLIANCE 2. ADD OCPD RATING FOR ALL STRINGS CONNECTED TO A SINGLE GROUND SHARK. DATE 7 `7't BY 3. EACH GROUND SHARK IS TESTED TO BOND NO MORE THAN 45A OF MODULE STRINGS (OCPD RATING). 4. TYPICALLY EITHER 3 STRINGS AT 15A OR 2 STRINGS AT 20A ARE CONNECTED TO A SINGLE GROUND SHARK, 5. ADDITIONAL PV STRINGS BEYOND 45A OCPD RATING MUST USE ONE ADDITIONAL GROUND CLIP PER 45A OCPD RATING. i Rench Less Time More Saving 15 Pepsi Way DURHAM, CA. 95938 (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS 0 ONx u g 01 �z i2 ft (n (n T , X t 4 3 % x PROJECT INFORMATION NAME: GOLDEN WEST FARMS - SITE 2 (BLUE) ADDRESS. 2505 MEAD AVENUE CIN: BIGGS, CA 95917 AHJ: BUTTE COUNTY APN#: 910-021-680 PROJECT#: 171030-24 PE STAMP EXPIRES: 3/31/2019 IF ERR CAVIL DATE STAMPED: 6/12/2017 REVISION SCHEDULE No. I Date I Description DRAWN BY: I CS APPROVED BY: DATE: 6/12/2017 TITLE: GROUNDING DETAILS SHEET: 5 OF 7 1 inch Scale to Confirm 24" x 36" Plat ©Copyright 2016, RAPID RACK L_ � __ iL .. ��l __ 1 _ __ _ _ _ _ _ _ __ 39.8200 I I I I I I I I I I I I W 6 x 7 REAR PILE LENGTH - N- 168" EMBED TO - P - 83.99" (TYP.) L - NORTH SOUTH PILE 147" - K -EAST-WEST SPACING (TYP.) 136" - SPACING (TYP.) W 6 x 7 FRONT PILE LENGTH - M- 120" EMBED TO - O - 88.20" (TYP.) 47.7200 1881" — G — ARRAY LENGTH (TYP) 58.44" — I — INSERTION RAIL CANTILEVER (TYP.) 223.53" — H ARRAY WIDTH (TYP.) A R RAY LAYOUT N SCALE 1:80 PERM!"Tk -t�3 BUTTE COUNTY DEVELOPMENT SERVICES E �-- 0 CO[""f: COMPLIANCE DATE 7 °.Z 7 _ l BY /AjL Less Time. More Saving<. 15 Pepsi Way DURHAM, CA. 95938 (831)334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS Iz- A F R N, r ! x „�M j N 1: or 4; yfi: r �t "} h fi. �J f k i r k,* a� s n �s a7 YT" r PROJECT INFORMATION'' NAME: GOLDEN WEST FARMS — SITE 2 (BLUE) , r. ADDRESS: 2505 MEAD AVENUE CITY: BIGGS, CA 95917 BUTTE COUNTY APN#: 910-021-680 PROJECT#: 171030-24 PE STAMP EXPIRES 3/31/2019 DATE STAMPED: 6/12/2017 REVISION SCHEDULE No. Date I Description DRAWN BY: CS__ APPROVED BY: DATE: 6/12/2017 TITLE: ARRAY LAYOUT SHEET: 7 OF 7 I� �I 1 Inch Scale to Confirm 24" x 36" Plot © CopXight 2016, RAPID RACK