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HomeMy WebLinkAbout047-490-020 (2)DAVID ]ONES RESIDENCE 8.12RW DC PHOTOVOLTAIC SYSTEM I N S GENERAL NOTES y 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 T8V 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. ) ti 8. BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9. DESIGN OF THIS MOUNTING SYSTEMS AND ITS FOUNDATIONS ARE ACCORDING TO THE IBC 2015, CBC 2016, AISI 2007, ADM 2005, ASCE 7-10, AND AISC 13th EDITION. , GENERAL SOLAR' SPECIFICATIONS ' • 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 y" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF Y16" 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-lbs.- 12. -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. SHEET INDEX 1 COVER SHEET 2 TABLE DIMENSIONS 1 3 TABLE DIMENSIONS 2 4 CONSTRUCTION DETAILS 1 5 CONSTRUCTION DETAILS 2 6 HARDWARE DETAILS 1 7 HARDWARE DETAILS 2 8 GROUNDING PLANS . 9 GROUNDING DETAILS 10 FOUNDATION DETAILS 11 ARRAY LAYOUT DAVID ]ONES RESIDENCE 8.12RW DC PHOTOVOLTAIC SYSTEM I N S GENERAL NOTES y 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 T8V 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. ) ti 8. BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9. DESIGN OF THIS MOUNTING SYSTEMS AND ITS FOUNDATIONS ARE ACCORDING TO THE IBC 2015, CBC 2016, AISI 2007, ADM 2005, ASCE 7-10, AND AISC 13th EDITION. , GENERAL SOLAR' SPECIFICATIONS ' • 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 y" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF Y16" 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-lbs.- 12. -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. a ASCE WIND & SNOW LOAD PARAMETERS MODULE SPECIFICATIONS MODEL: HANWHA Q.PLUS BFR -G4.1 280 POWER: 280 W HEIGHT: 65.7 in WIDTH: 39.4 in FRAME: 33 mm WEIGHT: 41.5 Ibs a ASCE WIND & SNOW LOAD PARAMETERS DESCRIPTION .VALUE WIND SPEED, mph 100 WIND DIRECTIONALITY FACTOR Ka 0.85 RISK CATEGORY I EXPOSURE CATEGORY C TOPOGRAPHIC FACTOR K, 1 ARRAY TILT, ° 17 GUST EFFECT FACTOR G 0.85 GROUND SNOW LOAD, psf 0 DEAD LOAD, psf 2.31 DESIGN LOAD DOWNFORCE, psf 20.29 DESIGN LOAD UPLIFT, psf -17.29 ASCE 7-10 SEISMIC LOAD PARAMETERS DESCRIPTION ARRAY 1 MAPPED SPECTRAL RESPONSE 0.2s, Ss 0.623 MAPPED SPECTRAL RESPONSE 1s, S1. 0.281 SITE SOIL CLASSIFICATION D SEISMIC DESIGN CATEGORY D SEISMIC RESPONSE COEFFICIENT, C. 0.432 EFFECTIVE SEISMIC WEIGHT, Ibs 1,726 EFFECT OF HORIZONTAL FORCES, E„ 503 EFFECT OF VERTICAL FORCES, E, 187 DESIGN LOAD DOWNFORCE, Ibs 2,209 DESIGN LOAD UPLIFT, Ibs 1,257 ARRAY HEIGHT Z, ft 7.92 ASCE 7-10 FOUNDATION REACTION FORCES DESCRIPTION ARRAY 1 F1 - LATERAL FORCE - DOWN, Ibs 635 F2 - VERTICAL FORCE - DOWN, Ibs 1,865 F3 - LATERAL FORCE - UP, Ibs 507 F4 - VERTICAL FORCE - UP, Ibs 1,635 M1 - BENDING MOMENT, ft-Ibs 2,824 F5 - LATERAL FORCE - DOWN, Ibs 190 F6 - VERTICAL FORCE - DOWN, Ibs 1,911 F7 - LATERAL FORCE - UP, Ibs 151 F8 -VERTICAL FORCE - UP, Ibs 1,676 M2 - BENDING MOMENT, ft-Ibs 1,261 PILE FIXITY DEPTH, in 12 PROPERTY OF: _. ...........L....e...s._s..T Time. More Savings. 15 PEPSI WAY DURHAM CA 95678 (831)334-8833 vwwv.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, 8 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 - PERMIT "" 01 -KIN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS • - DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. BUTTE COUNTY DEVELOPMENT SERVICES_ RAPID RACK IS FORMERLY KNOWN AS J - _ REVIEWEDFOR r UNIVERSAL RACKING SOLUTIONS -' CODE COMPLIANCEPROJECT INFORMATION D NAME: .. s RAPID RACK ARRAY OVERVIEW ITEM TABLE SIZE ARRAY COUNT ORIENTATION # OF MODULES TOTAL kW MODULE TYPE TOTAL PILES ARRA 1 3x10 3x10 1 PORTRAIT 29 8.12 HANWHA Q.PLUS BFR -G4.1 280 '+ 6 FTABLE 205.05 B < MINIMUM CLEARANCE ABOVE GRADE, in 29.00 C TOTALS 1 29 8.12 6 (831)334-8833 vwwv.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, 8 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 - PERMIT "" 01 -KIN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS • - DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. BUTTE COUNTY DEVELOPMENT SERVICES_ RAPID RACK IS FORMERLY KNOWN AS J - _ REVIEWEDFOR r UNIVERSAL RACKING SOLUTIONS -' CODE COMPLIANCEPROJECT INFORMATION D NAME: .. s f -1-1-_LiYl11w 13186 TAYLOR ST. Cm', STATE. LP: CHICO, CA. 95973 BUTTE COUNTY APNik 047-496-020-000 PROJECTY: CH -3603 PE STAMP: ??,()FES /0 SEN N E .H 24 0 tc Az F -p2 5' n' y U m No. 53878 Exp. 3-31-19 �gTSTRUCTURP� pQ�� R OF CP,0F REVISION SCHEDULE No. Date Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE' COVER SHEET SHEET: 1 OF 11 B17-0703 PUR C2 047-490-020 1 inch J U LY 24, 20 17 S©ICopyrlghtn 20 firm 6' RAPID RACK GRND MNTSOLAR PC RECHECI<2 a + RAPID RACK ARRAY DIMENSIONS ITEM DESCRIPTION ARRA 1 3x10 A '" BASE RAIL LENGTH, in. 205.05 B < MINIMUM CLEARANCE ABOVE GRADE, in 29.00 C MODULE FACE HEIGHT ABOVE GRADE, in. 38.00 D REAR CLEARANCE ABOVE GRADE, in 89.08 E_ ARRAY TILT, deg 17.00 F BASE RAIL CANTILEVER, in 42.10 G ARRAY LENGTH, in 395.25 H ARRAY WIDTH, in 196.52 I INSERTION RAIL CANTILEVER, in 56.63 J CRITICAL MODULE POCKET DIMENSIONS, in 66.08 K EAST -WEST PILE SPACING, in 141.00 L NORTH -SOUTH PILE SPACING, in - 116.00 M . FRONT PILE LENGTH, in t 84.00 N REAR PILE LENGTH, in 120.00 0 FRONT PILE EMBEDMENT DEPTH, in 54.69 P REAR PILE EMBEDMENT DEPTH, in 43.23 Q . FRONT PILE HEIGHT ABOVE GRADE, in 41.31 R REAR PILE HEIGHT ABOVE GRADE, in 76.77 S FRONT PILE FOUNDATION DEPTH, in 57.00 T REAR PILE FOUNDATION DEPTH, in 48.00 U CONCRETE FOUNDATION DIAMETER, in 18.00 f -1-1-_LiYl11w 13186 TAYLOR ST. Cm', STATE. LP: CHICO, CA. 95973 BUTTE COUNTY APNik 047-496-020-000 PROJECTY: CH -3603 PE STAMP: ??,()FES /0 SEN N E .H 24 0 tc Az F -p2 5' n' y U m No. 53878 Exp. 3-31-19 �gTSTRUCTURP� pQ�� R OF CP,0F REVISION SCHEDULE No. Date Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE' COVER SHEET SHEET: 1 OF 11 B17-0703 PUR C2 047-490-020 1 inch J U LY 24, 20 17 S©ICopyrlghtn 20 firm 6' RAPID RACK GRND MNTSOLAR PC RECHECI<2 a + MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 33 mm INSERTION RAIL ASTM 8221 ALUMINUM 6005A T61 ALLOY XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET INSERTION RAIL SPLICE' ASTM 8221 ALUMINUM 6005A T61 ALLOY Y,'• x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL . STANDARD RETAINING CLIP SET 16 x %" BOLT ASTM F593C STAINLESS STEEL 16 SLOT NUT r f -1-1-_LiYl11w 13186 TAYLOR ST. Cm', STATE. LP: CHICO, CA. 95973 BUTTE COUNTY APNik 047-496-020-000 PROJECTY: CH -3603 PE STAMP: ??,()FES /0 SEN N E .H 24 0 tc Az F -p2 5' n' y U m No. 53878 Exp. 3-31-19 �gTSTRUCTURP� pQ�� R OF CP,0F REVISION SCHEDULE No. Date Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE' COVER SHEET SHEET: 1 OF 11 B17-0703 PUR C2 047-490-020 1 inch J U LY 24, 20 17 S©ICopyrlghtn 20 firm 6' RAPID RACK GRND MNTSOLAR PC RECHECI<2 a + MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 33 mm INSERTION RAIL ASTM 8221 ALUMINUM 6005A T61 ALLOY XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET INSERTION RAIL SPLICE' ASTM 8221 ALUMINUM 6005A T61 ALLOY Y,'• x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL . STANDARD RETAINING CLIP SET 16 x %" BOLT ASTM F593C STAINLESS STEEL 16 SLOT NUT ASTM 304 STAINLESS STEEL STANDARD RETAINING CLIP ASTM 8221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET ° - 16 x Y," BOLT ASTM F593A STAINLESS STEEL ID SPLIT LOCK WASHER ASTM 8221 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 y" x 20 x 1-y" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING X" ID x 0.687 OD x 0.045 SPLIT LOCK WASHER ASTM 8221 ALUMINUM 7075-T6 ALLOY XL EDGE STOP IASTM 6221 ALUMINUM 5052-H32 ALLOY Ya" x 20 x 1" SELF DRILLING SCREW JASTMA302 STAINLESS STEEL C CHANNEL 5 x 3 PILE I ASTM A653 STEEL, 50 ksi YIELD, ASTM G235 GALVANIZED f -1-1-_LiYl11w 13186 TAYLOR ST. Cm', STATE. LP: CHICO, CA. 95973 BUTTE COUNTY APNik 047-496-020-000 PROJECTY: CH -3603 PE STAMP: ??,()FES /0 SEN N E .H 24 0 tc Az F -p2 5' n' y U m No. 53878 Exp. 3-31-19 �gTSTRUCTURP� pQ�� R OF CP,0F REVISION SCHEDULE No. Date Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE' COVER SHEET SHEET: 1 OF 11 B17-0703 PUR C2 047-490-020 1 inch J U LY 24, 20 17 S©ICopyrlghtn 20 firm 6' RAPID RACK GRND MNTSOLAR PC RECHECI<2 a + P,gPS�R� PROPERTY OF: . .......... ... ........._... Less Time. More Savings. ' 15 PEPSI WAY DURHAM, CA 95678 (831) 334-8833 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF r 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 - S -FRONT PILE 0 - FRONT PILE REAR PILE EMBEDMENT DEPTH FOUNDATION DEPTH EMBEDMENT DEPTH NOTE: CALLOUT LETTERS REFER TO DIMENSIONS TABLE ON SHEET 1 r GENERAL CONSTRUCTION TOLERANCES t 4 IN. FOR BASE RAIL SPACING f 4 IN. FOR INSERTION RAIL CANTILEVER t 2 IN. FOR SINGLE PILE LOCATION + 5' FOR PILE ROTATION f 2" FOR PILE PLUMB " t 2° FOR ARRAY TILT + s in -16 in FOR INSERTION RAIL SPACING + a in - a in FOR PILE BRACKET HEIGHT - L - NORTH -SOUTH PILE SPACING PROFILE ELEVATION VIEW H - H NTS REAR PILE FOUNDATION DEPTH REVISION SCHEDULE No. I Date I Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 U - TITLE: TABLE DIMENSIONS 1 CONCRETE FOUNDATION E- SHEET: DIAMETER 2 OF 11 • l I 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2016" RAPID RACK - PROJECT INFORMATION . NAME: DAVID JONES _ ADDRESS: 13186 TAYLOR ST. ' . 1 CITY, STATE. ZAP: _ D , CHICO, CA. 95973 REAR CLEARANCE PHONE: -'R - ABOVE GRADE AHJ: bN-,N0 �� REAR PILE HEIGHT BUTTE COUNTY O ABOVE GRADE APN# 047-496-020-000 I^^ PROJECT#: CH -3603 \ J' ' PERMI # PE STAMP: BUTTE COUNTY DEVELOPMENT SERVICES - Q -,FRONT PILE HEIGHT REVIEWED FOR - C- MODULE FACE HEIGHT - E - ARRAY TILT ABOVE GRADE - N - CODEC MPLANCE ABOVE GRADE REAR PILE '- Z 7 /� y LENGTH DATE BY - Q,pOFESS/01v' q! _ I I III i I I I I a.° I! I_I I I— � ��NNE7H 2qC - B- MINIMUM CLEARANCE .°d. �a—I a .° : ABOVE GRADE —III I: 4. III I III I I I III—III—III III I e a°.°:.—III I -I Lu m of ° - M - FRONT PILEND. S3878 LENGTH - °:d Exp. 3-31-19 a - P -_ lgTF - T - OFCCA,_PFa - S -FRONT PILE 0 - FRONT PILE REAR PILE EMBEDMENT DEPTH FOUNDATION DEPTH EMBEDMENT DEPTH NOTE: CALLOUT LETTERS REFER TO DIMENSIONS TABLE ON SHEET 1 r GENERAL CONSTRUCTION TOLERANCES t 4 IN. FOR BASE RAIL SPACING f 4 IN. FOR INSERTION RAIL CANTILEVER t 2 IN. FOR SINGLE PILE LOCATION + 5' FOR PILE ROTATION f 2" FOR PILE PLUMB " t 2° FOR ARRAY TILT + s in -16 in FOR INSERTION RAIL SPACING + a in - a in FOR PILE BRACKET HEIGHT - L - NORTH -SOUTH PILE SPACING PROFILE ELEVATION VIEW H - H NTS REAR PILE FOUNDATION DEPTH REVISION SCHEDULE No. I Date I Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 U - TITLE: TABLE DIMENSIONS 1 CONCRETE FOUNDATION E- SHEET: DIAMETER 2 OF 11 • l I 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2016" RAPID RACK NOTE: K - EAST WEST SUPPORT SPACING 13186 TAYLOR ST. .. CITY, STATE. LP: ELEVATION VIEW _ CHICO, CA. 95973 PHONE: 'NTS AW: - BUTTE COUNTY . - APN#: ' 047-496-020-000 PROJECT#: REFER TO TABLE BELOW Y$" ASSUMED BETWEEN MODULES IF RIGID SPLICES CH -3603 FOR INSERTION RAIL PATTERN ARE USED, AS SMALL AS 0" IS ACCEPTABLE WHEN PE STAMP: EXPANSION SPLICES ARE USED P P. FIRST INSERTION INTERIOR INSERTION RAIL LENGTH RAIL LENGTHS FINAL INSERTION RAIL LENGTH PV MODULES, AS - a SPECIFIED ON SHEET 1 QRpFESSipy (ONLY 3 SHOWN NNETH jq/F FOR CLARITY) cy Lu _ cD m No. 53878 Exp.3-31-19 �gTSTRUC7\1RP\ OQ�� F OF CXO� H - ARRAY WIDTH • ; REVISION SCHEDULE No. Date Description PERMIT # BUTTE COUNT`' DEllal OPMENT SERVICES LETTERS REFER PROPERTY OF: - G -ARRAY LENGTH ._..._........_.._� apidRark l - Less Time. More Savings. TO DIMENSIONS TABLE TO DIME OF INSERTION RAIL AT EAST AND WEST ENDS 15 PEPSI WAY CODE COMPL..iANCE DURHAM, CA 95678 (831) 334-8833 ON SHEET 1 www.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION SEE SHEET 2 FOR INCORPORATED HEREIN, AS AN INSTRUMENT OFA + PROFILE VIEW H -H PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR ' IN PART FOR ANY OTHER PROJECT WITHOUT THE - WRITTEN AUTHORIZATION OF RAPID RACK. THIS I DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. ' , I - RAPID RACK IS FORMERLY KNOWN AS • • - UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION ' NAME: _ DAVID JONES - ' K - EAST WEST SUPPORT SPACING 13186 TAYLOR ST. .. CITY, STATE. LP: ELEVATION VIEW _ CHICO, CA. 95973 PHONE: 'NTS AW: - BUTTE COUNTY . - APN#: ' 047-496-020-000 PROJECT#: REFER TO TABLE BELOW Y$" ASSUMED BETWEEN MODULES IF RIGID SPLICES CH -3603 FOR INSERTION RAIL PATTERN ARE USED, AS SMALL AS 0" IS ACCEPTABLE WHEN PE STAMP: EXPANSION SPLICES ARE USED P P. FIRST INSERTION INTERIOR INSERTION RAIL LENGTH RAIL LENGTHS FINAL INSERTION RAIL LENGTH PV MODULES, AS - a SPECIFIED ON SHEET 1 QRpFESSipy (ONLY 3 SHOWN NNETH jq/F FOR CLARITY) cy Lu _ cD m No. 53878 Exp.3-31-19 �gTSTRUC7\1RP\ OQ�� F OF CXO� H - ARRAY WIDTH • ; REVISION SCHEDULE No. Date Description PERMIT # BUTTE COUNT`' DEllal OPMENT SERVICES LETTERS REFER I - CANTILEVER FROM CENTER OF BASE RAIL TO END %4" SPAC E BETWEEN 'INSERTION REVIEWED FOR DRAWN BY: DATA TO DIMENSIONS TABLE TO DIME OF INSERTION RAIL AT EAST AND WEST ENDS RAIL ENDS CODE COMPL..iANCE BY: ON SHEET 1 APPROVED ^A 12 7 —/� DATE: 6/28I2017 GENERAL CONSTRUCTION TOLERANCES TE —.gY.G/ TITLE: t 4IN. FOR BASE RAIL SPACING PLAN VIEW TABLE DIMENSION 2 f 4 IN. FOR INSERTION RAIL CANTILEVER NTS SHEET' t 2 IN. FOR SINGLE PILE LOCATION 3 of 11 f s° FOR PILE ROTATION INSERTION RAIL PATTERN f 2° FOR PILE PLUMB f 2° FOR ARRAY TILT INSERTION INSERTION TOTAL LENGTH 1 inch + I in - i in FOR INSERTION RAIL SPACING s t6 ARRAY RAIL LENGTH - P1, in. RAIL LENGTH - P2, in. OF ARRAY - G, in. Scale to Confirm 11" x 17" Plot + 41 in - 42 in FOR PILE BRACKET HEIGHT 1 240 155 395.25 ©Copyright 2018, RAPID RACK PROPERTY OF NOTE: CALLOUT LETTERS REFER ._ _ a __..._ i Rack TO DIMENSIONS TABLE ... ON SHEET 1 Y4" - 20 x 1" STAINLESS STEEL SELF Less Time. More Savings. DRILLING SCREW FOR EDGE STOP'(X2) XL INSERTION RAIL r 15 PEPSI WAY MODULE FRAMES DURHAM, CA 95938 -1 mm TOLERANCE ALL MIDDLE INSERTION RAILS (831) 334-8833 RETAINING CLIP SET REQUIRE 2 RETAINING CLIPS www.rapidrack.com (ON UPHILL EDGE): XL INSERTION RAIL PER CONNECTION - • 3/8" - 16 X 3/4" STAINLESS STEEL HEX BOLT EXPANSION SPLICE "" THESE DOCUMENTS, IDEAS, DESIGNS, 8 INFORMATION INCORPORATED HEREIN, AS ANINSTRUMENT OFA - - • RETAINING CLIP - PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR • 3/s" SLOT NUT Y4' x 1" SELF DRILLING SCREWS IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION RAPID RACK. THIS XL EDGE STOPFOR EXPANSION SPLICE URN UPON DEMAND. DOCUMENT IS SUBJECT TO RETURN KNOWN 1 PER RAIL END ATTACH 8 SCREWS ACK IS FORMERLY R'U I RSA RACKING SOLUTIIO SAS PROJECT INFORMATION TO ONE RAIL ONLY (X8) DAVID JONES Yz'" ADDRESS: 13186 TAYLOR ST. �\ • - CIN, STATE. ZIP: CHICO, CA. 95973 BASE RAIL END CAP PHONE: • 2 PER RAIL AHJ: BUTTE COUNTY BASE RAIL, AS APNa: SPECIFIED ON SHEET 1 047-496-020-000 PRQJECTa. CH -3603 _ DETAIL A @ LOWER INSERTION RAIL CONNECTION DETAIL 6 @ MIDDLE INSERTION RAIL CONNECTION PE STAMP: SCALE 1 : 6 -.WITH EDGE STOP SCALE 1 : 6 O \ �. QROFESS/0 / / XL EDGE STOP �`� KENNETH Iq F c, c �)\ (NOT SHOWN FOR �`� / CLARITY) m • w m PV MODULE: NO.S3878 / AS SPECIFIED ON %B" GAP ABOVE Exp•3"31'19 SHEET 1MODULE rgTSTRUCTURP� B \ - / F OF CAL�F 1 , REVISION SCHEDULE No. Date Description UPPER INSERTION RAIL 1 RETAINING CLIP REQUIRED ON THE DOWNHILL EDGE RMIT# BUTTE COOUN. Y t, E E ILCPMEN T SERVICES RE�,l�E`Y��i"D FOR DRAWN BY: DATA _ CODE ('N'0 <1PUANCE APPROVED BY: 1 nATE 2 7"�/ BY DATE: 6/28/2017 GENERAL CONSTRUCTION TOLERANCES TITLE: CONSTRUCTION t 4 IN. FOR BASE RAIL SPACING DETAILS 1 f 4 IN. FOR INSERTION RAIL CANTILEVER - SHEET: 4 OF 11 f 2 IN. FOR SINGLE PILE LOCATION t 5° FOR PILE ROTATION f 2° FOR PILE PLUMB DETAIL IDENTIFIER DETAIL C @ UPPER INSERTION RAIL CONNECTION f 2` FOR ARRAY TILT - I NTS - ALL TABLES 1 inch SCALE 1 : 6 + in - 16 in FOR INSERTION RAIL SPACING Scale to Confirm 11° x 17" Plot +.1 in - a in FOR PILE BRACKET HEIGHT ©I oorTlgnt zots, RAPID RACK J - CRITICAL MODULE POCKET DIMENSION = MODULE HEIGHT + 3/8" PV MODULE AS SPECIFIED ON TABLES ON SHEET 1 . Y / ° + TOP OF PILE BRACKET 11- 1 - 1 1 SLOT NUT (X2) PILE BRACKET FLUSH WITH, TOP OF PILE \ +411-#411 `C5X3 DETAIL D - CRITICAL MODULE POCKET DIMENSION NTS • I f XL INSERTION RAIL EDGE STOP -\ 2 PER ROW OF INSERTION RAIL AT EACH END' Y4" x 1 SS SELF DRILLING SCREW -FOR EDGE STOP (X2) I INSERTION RAIL CANTILEVER CANTILEVER FROM MIDPOINT OF LAST BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST DETAIL E - CANTILEVER DISTANCE PROPERTY OF: Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (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 PROJECT INFORMATION NAME: DAVID JONES ADDRESS: 13186 TAYLOR ST.' Cm. STATE, ZIP: CHICO, CA. 95973 PHONE: AHJ: BUTTE COUNTY APN#: 047-496-020-000 PROJECT#: CH -3603 PE STAMP: NNETH j91( Co F\ � C tiC yFP 2 U rt • a ND. S3878 Exp. 3-31-19 TgTSTRUCTU?- FOFcxoll REVISION SCHEDULE No. I Date I Description PERMIT # BUTTE COUNTY DE`JELOPIV.TENT SERVICES REVIEWED FOR DRAWN BY: DATA CODE COMPLIANCE APPROVED BY: BY_ DATE: 6/28/2017 TITLE: CONSTRUCTION DETAILS 2 SHEET: 5 OF 11 I I 1 inch Scale to Confirm 11" x 17" Plat ©Copyright 2018, RAPID RACK DETAIL G SEE SHEET 9 FOR GROUNDING DETAILS XL INSERTION RAIL GROUNDING DETAILS • SEE SHEET 9 FOR - ADDITIONAL INFORMATION 18" AND ALTERNATE SDS PATTERN XL 18" INSERTION SPLICE, EXPANSION I --%Z" %2' %4"- I o XXL BASE RAIL 811 7/8' 3/8' SPLIT LOCK WASHER Y4 x 1 (BETWEEN BOLT HEAD AND I SELF DRILLING SCREW FOR , o PILE BRACKET FOR 1BONDING 18" EXPANSION SPLICE, PILE BRACKET SET • FOUNDATION ATTACH 8 SCREWS TO ONE %8' x 3/4" HEXBOLT F593A (X2) % TO XXL BASE RAIL RAIL ONLY (X8) %8' SPLIT LOCK WASHER (X2) HD SLOT NUT (X2) Y4" x 1" STALGARD COATED SELF PILE BRACKET DRILLING SCREWS IN THE PATTERN SHOWN OR USE THE ALTERNATE PATTERN SEE SHEET 9 DETAIL G (X6) SPLIT LOCK WASHER i CENTER OF SPLICE1/4 (FOR PILE BRACKET TO PILE BONDING GENERAL CONSTRUCTION TOLERANCES MUST OCCUR IN OPEN 800/0 OF EAST -WEST SPAN K (UNDER ANY 2 SELF DRILLING SCREWS t 4 IN. FOR BASE RAIL SPACING — (X2) L_ — — — — — J f 4 IN. FOR INSERTION RAIL CANTILEVER — — — — f 2 IN. FOR SINGLE PILE LOCATION t 5° FOR PILE ROTATION , fzFORTL• FOARRAYIT ` DETAIL F - INSERTION SPLICE DETAIL, EXPANSION + a in -16 in FOR INSERTION RAIL SPACING NTS - WITH PILE CONNECTION SHOWN + 3 in - 4 in FOR PILE BRACKET HEIGHT PROPERTY OF: Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95678 (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 PROJECT INFORMATION NAME: DAVID JONES ADDRESS: 13186 TAYLOR ST.' Cm. STATE, ZIP: CHICO, CA. 95973 PHONE: AHJ: BUTTE COUNTY APN#: 047-496-020-000 PROJECT#: CH -3603 PE STAMP: NNETH j91( Co F\ � C tiC yFP 2 U rt • a ND. S3878 Exp. 3-31-19 TgTSTRUCTU?- FOFcxoll REVISION SCHEDULE No. I Date I Description PERMIT # BUTTE COUNTY DE`JELOPIV.TENT SERVICES REVIEWED FOR DRAWN BY: DATA CODE COMPLIANCE APPROVED BY: BY_ DATE: 6/28/2017 TITLE: CONSTRUCTION DETAILS 2 SHEET: 5 OF 11 I I 1 inch Scale to Confirm 11" x 17" Plat ©Copyright 2018, RAPID RACK - PROPERTY OF /g 5/ J PERMIT 1 Rack32 Less Time. More Savings. 15 PEPSI WAY `13UTTE COUNTY DEVELOPMENT SERVICES DURHAM, CA 95938 ' ` 116"RELIEVED a: . 1/411 • ` . 3 4 0 Y4 (X10)11 f FOR I I III CODE 1.�rvNIPLIANCE � IIIDATE_ BY I. I II I I I II IINCORPORATED I I III 2 /6 I I• III I I II I III 2 I I III I I II/ III I I III I I, III y ' (8 334-88 , vvww.rapidrack.com THESE DOCUMENTS, IDEAS, DESIGNS, B INFORMATION PROFESSIONAL SERVICE, A E TIHE PROPERTY OF PROFESS RA PID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RAPID RACK. THIS DOCUMENTRDEMAND. RAPID RACK S FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION DAVID'JONES ADDRESS: 13186 TAYLOR ST. III CRY. STATE, LP: " CHICO, CA. 95973 PHONE: - • AW: BUTTE COUNTY •• APNa: 047-496-020-000 PILE BRACKET 'HD RETAINING CLIP STD RETAINING CLIP STD & HD SLOT NUT PROJECTO: SCALE 1: 2 SCALE 1: 1 SCALE 1: 1 SCALE 2: 1 CH -3603 PE STAMP: NOTE: SEE SHEET 1 FOR RETAINING CLIP SPECS QRpFESSi KENNETH h� F C.) Z w m G: No. S3878 Exp. 3-31-19 - . " 211 - 311 • • J 1 11 F OF C4\Fo 4 Y211 r 2 Y8 y811 51 - El V ' REVISION SCHEDULE No. Date Description DRAWN BY: DATA APPROVED BY: ` 3 3�4R DATE: 6/28/2017 TITLE: HARDWARE DETAILS 1 ' EDGE STOP XL INSERTION RAIL SPLICE EXPANSION C 5 x 3 PILE SHEET: 6 OF 11 SCALE 1 2 SCALE 1 :2. SCALE 1 1 - IN 18" LENGTHS 1 I finch Scale to Confirm 11" x 17" Plot © Copyright 2018• RAPID RACK PROPERTY OF -- .........--- Less Time. More Savings. 15 PEPSI WAY _ DURHAM, CA 95938 p" x 3/a" HEXBOLT, SS (831) 334-8833 POWDERCOATED GREEN www.rapidrack.com - F77.. ' " _ .. - UPPER WING _ - AWG #6 LOCATION SLOT NUT 3/$" .WASHER AWG #10 LOCATION LOWER WING . • - , THESE DOCUMENTS, IDEAS, DESIGNS, B INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE DOCUMENT ITTEN S SUBJECT TO RETURN TION OF ID RACK. THIS UPON DEMAND. RAPID RACK IS FORMERLY KNOWN AS UNIVERSAL RACKING SOLUTIONS PROJECT INFORMATION NAME: - - DAVID JONES, ONES- ADDRESS: ADDRESs , 13186 TAYLOR ST. - -REVIEWED GROUND SHARK ASSEMBLY SCALE 1 : 1 - PERMIT;3� BUYrz;JUNTYDEVELOPMENT SERVICES FOR CODE COMPLIANCE CT', STATE. LP: HICO, CA. 95973. PHONE: AW: ' - _ DATE•_ . _Z,—/�,7 BY 4Z—� BUTTE COUNTY APN#: 047-496-020-000 PROJECT#: CH -3603 - ti PE STAMP: 2?/ s/$� 2 9/$' - MODULE FRAMES _ EIDE]� E]D=E] Q�tOFES �(` NETH Iq No. 53878 Exp.3-31-19 t=5_1F�A�,F 000a �yTsrRucTU o��• • -3 1Y16" i 000a DEIDDE] HEIDE11=11:1 REVISION SCHEDULE No. Date Description ==E:]E:]L-J 31611 IF DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE. HARDWARE DETAILS 2 XL BASE RAIL XXL BASE RAIL XL INSERTION RAIL PV MODULE: AS SPECIFIED ON SHEET 1 SCALE 1 : 1 SCALE 1 : 1 NTS NTS (BY OTHERS) SHEET: 7 OF 11 NOTE: SEE SHEET 1 I I -FOR BASE RAIL SPECS ' - linch Scale to Confirm 11" x 17" Plot ©Copyright 2018, RAPID RACK LEGEND -- BARE COPPER WIRE X MODULE GROUND LUG T SYSTEM GROUND 7 GROUND SHARK CODE COMPLIANCE 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 5, DETAIL F GROUNDING NOTES 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 ETL REPORT #100465828LAX -001a. 7. SEE RAPID RACK INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS. 8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED). GROUNDING PLAN NTS - USING DYNOBOND DYNOBOND SPECIFICATIONS V MODULES: AS PECIFIED ON SHEET 1 )NLY 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 1 RNATE SYSTEM GROUND LOCATION kLL 1 GROUND SHARK ON ANY BASE RAIL JECT AWG #6 OR #10 BARE 'ER TO GROUND SHARK AND TO EM GROUND, COMBINERS AND INVERTERS 1. EACH DYNOBOND IS DESIGNED TO BOND UP TO 20A OF PV MODULES (ONE STRING MAXIMUM). 2. EACH STRING OF PV MODULES USES ONE UL APPROVED GROUND LUG. 3. BOND ALL MODULES WITHIN STRING TOGETHER WITH DYBNOBOND, BOND EACH STRING TO FRAME WITH ONE GROUND SHARK. GROUND SHARK CALCULATION 1. PV STRING Isc X 1.25 X 1.25 = OVERCURRENT PROTECTION DEVICE RATING (OCPD RATING). 2. ADD OCPD RATING FOR ALL STRINGS CONNECTED TO A SINGLE GROUND SHARK. 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 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. BUTTE COUNTY APN#: 047-496-020-000 PROJECT#: CH -3603 PE STAMP: QROFESS c NNET11 CO P y (D m m it � No. 53878 Exp. 3-31.19 �gTSTRUCTU?- 0��� F OF CXO� For Structural Only REVISION SCHEDULE No. Date I Description DRAWN BY: PROPERTY OF: APPROVED _........... - .... ........ __..... _... PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES ' Less Time.. More Savings. REVIEWED FOR 15 PEPSI WAY CODE COMPLIANCE DURHAM, CA 95678 Z ? '�T - - RY G�yL (831) 334-8833 DATE - www.rapidrack.com 1 PER PV' STRING AWG #6 OR #1 O SOLID - THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A BARE COPPER EGC BONDS ONLY ONE PV PROFESSIONAL SERVICE, ARE THE PROPERTY OF STRING TO MOUNTING SYSTEM, CONNECT RAPID RACK, AND ARE NOT TO BE USED IN WHOLE OR TO ONE SGB IN ONE STRING 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 PROJECT INFORMATION SGB GROUND LUG OR EQUIVALENT NAME DAVID JONES APPROVED GROUND LUG, ATTACH TO ANY 1 MODULE IN STRING, CONNECT TO EGC ADDRESS: PER MANUFACTURING INSTRUCTIONS 13186 TAYLOR ST. " CITY, STATE. ZIP: CHICO, CA. 95973 NOTE: ADDITIONAL GROUNDING DETAILS FOR PILE AND PILE BRACKET ON SHEET 5, DETAIL F GROUNDING NOTES 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 ETL REPORT #100465828LAX -001a. 7. SEE RAPID RACK INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS. 8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED). GROUNDING PLAN NTS - USING DYNOBOND DYNOBOND SPECIFICATIONS V MODULES: AS PECIFIED ON SHEET 1 )NLY 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 1 RNATE SYSTEM GROUND LOCATION kLL 1 GROUND SHARK ON ANY BASE RAIL JECT AWG #6 OR #10 BARE 'ER TO GROUND SHARK AND TO EM GROUND, COMBINERS AND INVERTERS 1. EACH DYNOBOND IS DESIGNED TO BOND UP TO 20A OF PV MODULES (ONE STRING MAXIMUM). 2. EACH STRING OF PV MODULES USES ONE UL APPROVED GROUND LUG. 3. BOND ALL MODULES WITHIN STRING TOGETHER WITH DYBNOBOND, BOND EACH STRING TO FRAME WITH ONE GROUND SHARK. GROUND SHARK CALCULATION 1. PV STRING Isc X 1.25 X 1.25 = OVERCURRENT PROTECTION DEVICE RATING (OCPD RATING). 2. ADD OCPD RATING FOR ALL STRINGS CONNECTED TO A SINGLE GROUND SHARK. 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 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. BUTTE COUNTY APN#: 047-496-020-000 PROJECT#: CH -3603 PE STAMP: QROFESS c NNET11 CO P y (D m m it � No. 53878 Exp. 3-31.19 �gTSTRUCTU?- 0��� F OF CXO� For Structural Only REVISION SCHEDULE No. Date I Description DRAWN BY: DATA APPROVED BY: DATE: 6/28/2017 TITLE: GROUNDING PLANS SHEET: 8 OF 11. I I 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2016, RAPID RACK • PROPERTY OF o ' Less Time. 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 r •, _ BUTT;;i. UNITY DEVELOPMENT SERVICES DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. _ /I EWED FOR RAPID RACK IS FORMERLY KNOWN AS . F lE CODE COMPLIANCE - � UNIVERSAL RACKING SOLUTIONS ' - -- PROJECT INFORMATION ?—z,7-1,2 BY NAME: DATF _ AWG #10 LOCATION DAVID JONES ADDRE131586 TAYLOR ST. - .. - w ` CITY. STATE. LP: CHICO, CA. 95973 - F • a x 3/q' HEX BOLT, Ss - • _ •. HEAD PAINTED GREEN - WASHER SS I - L AWG #6 LOCATION ANS. BUTTE COUNTY APN# 047-496-020-000 • _ UPPER WING, SS PROJE CH - 3603 r SPLIT LOCK WASHER BETWEEN PILE BRACKET AND BOLT HEAD PE STAMP: ON EACH SIDE OF BASE RAIL FOR LOWER WING, SS + I = — BONDING PILE BRACKET TO BASE RAIL (X2) SLOT NUT I GROUND CLIP MAY BE - - I INSTALLED AT ANY - 0 - BASE RAIL ' I , POINT ON BASE RAIL ® ,oFESSIp/ Q y ! F2 �ENNETII j4, ® ® cy FP o o Y4" x 1" SDS SCREW SIZE FOR Z - THIS DESIGN MUST USE w m PATTERN SHOWN OR USE No. S3878 ' PATTERN ON SHEET 5, DETAIL F Exp. 3-31-19 (X6) STRUCTIJ?, a� OF CA��FO� L Y4" SPLIT LOCK WASHER UNDER ANY 2 SELF DRILLING SCREWS FOR BONDING OF BRACKET TO PILE - j REVISION SCHEDULE No. Date Description } PROFILE VIEW - GROUND SHARK ASSEMBLY VIEW L - L SCALE 1 :2 DETAIL G - PILE & BRACKET. BONDING SCALE 1 :2 SCALE 1:4 - FROM SHEET 5 - DRAWN BY: DATA. APPROVED BY: DATE: 6/28/2017 TITLE: GROUNDING DETAILS SHEET: 9 OF 11- 1•finch 1 inch • Scale to Confirm 11" x 17" Plot ' ©Copyright 2016, RAPID RACK DRILL CUL I Z, AKC U. I=U I U CI FIXITY WITH POURED FOUNE %" x 2" HEX BOLT, SS WITH FLANGE NUT, SS (x2) RUN NUTS TO END OF THREAD LEAVE HAND TIGHT C -CHANNEL 5 X 3 PILE ANCHOR DETAIL SCALE 1:5 U- CONCRETE FOUNDATION DIAMETER C 5 x 3 PILE SHOULD BE CENTERED �•. ' IN THE CONCRETE FOUNDATIONS .' •,' L - NORTH -SOUTH PILE SPACING — USE PRE -PUNCHED HOLES FOR ANCHOR BOLTS (x2) 1 0 - FRONT PILE HEIGHT ABOVE F4 M - FRONT PILE LENGTH 4 F3 F, �. MATERIAL AND CONSTRUCTION SPECIFICATIONS FZ FOR POURED CONCRETE FOUNDATION CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARDS AND SPECIFICATIONS. 2. 2,500 psi CONCRETE COMPRESSIVE STRENGTH (fc) AT 28 DAYS. 3. TYPE II CEMENT. 4. MAXIMUM SLUMP OF 5". 5. SPECIAL INSPECTION I5 NOT REQUIRED UNLESS REQUIRED BY THE BUILDING DEPARTMENT/OFFICIAL. 6. AGGREGATES SHALL BE PER ASTM C33 (MAX SIZE 1-Y2"). 7. CONCRETE SHALL BE AIR ENTRAINED IN ACCORDANCE WITH IBC SECTION 1904.2.1. 8. THE MIX IS DESIGNED TO BE ADJUSTED TO LOCAL SOIL AND EXPOSURE CONDITIONS AND SHALL BE APPROVED BY THE ENGINEER OF RECORD. FOUNDATION LOADS END " PILE MIN 3" MAX 12" FROM BOTTOM OF FOUNDATION 1. SEE SHEET 1 FOR SPECIFIC FOUNDATION DIMENSIONS FOR THIS PROJECT. IN LIEU OF A SITE SPECIFIC GEOTECHNICAL REPORT, THE FOUNDATIONS ARE DESIGNED USING MINIMUM CODE VALUES. FRONT PILE DESIGN LOADS Fl, FZ, F3, F4, M1, SEE SHEET 1 FOR SPECIFIC LOADS FRONT PILE DESIGN LOADS F6, F6, F7, Fe, Mi, SEE SHEET 1 FOR SPECIFIC LOADS 2. PILE FIXITY FOR FOUNDATION CALCULATIONS IS ASSUMED AS 12 in. BELOW GRADE. STEEL PILES 1. GALVANIZED CS 5 x 3 AT 50 ksi YIELD MINIMUM IS SPECIFIED. GENERAL CONSTRUCTION TOLERANCES t 4 in FOR BASE RAIL SPACING t 4 IN FOR INSERTION RAIL CANTILEVER t 2 IN FOR SINGLE PILE LOCATION f 5" FOR PILE ROTATION t 2° FOR PILE PLUMB t 2° FOR � ARRAY TILT +Y8 in - /16 in FOR INSERTION RAIL SPACING + X in - Y, in FOR PILE BRACKET HEIGHT .4 'a PLAN VIEW ilii t-; E COUNTY DEVELOPMENT SERVICES NTS REVIEWED FOR CODE COMPLIANCE DATE ! Z 7 BY 4f� L - NORTH -SOUTH PILE SPACING —C5x3PILE OPTIONAL: SLOPE TOP OF THE PIER AWAY FROM THE PILE FOR DRAINAGE OPTIONAL: 4" PEDESTAL 4., GRADE LINE FRONT PILE EMBEDMENT DE PTH P S - FRONT PILE FOUNDATION DEPTH • •s FB F7 FS F6 I REAR PILE EMBEDMENT DEPTH T - REAR PILE FOUNDATION DEPTH - REAR PILE HEIGHT ABOVE .. a . a N - REAR PILE LENGTH ." MZ PROPERTY OF --:- Rap_ id Rack Less Time. 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 PROJECT INFORMATION DAVID JONES ADDRESS: 13186 TAYLOR ST. CRY. STATE. ZIP: CHICO, CA. 95973 PHONE: AW: BUTTE COUNTY APW.. 047-496-020-000 PROJECTM: CH -3603 PE STAMP: I? oFESS/pay �ENNE7H ?� , F � 2C 0Uj m of ND. S3878 Exp. 3-31.19 �gTSTRUCT�)RP� F DF CA�\F a REVISION SCHEDULE //S/I /w u No. Date Description END OF PILE MIN 3" MAX 12" FROM BOTTOM OF FOUNDATION FOUNDATION & PILE DIMENSIONS ELEVATION VIEW ITEM DESCRIPTION ARRAY 1 DRAWN BY: NTS L NORTH-SPUTH PILE SPACING, in 116.00 APPROVED BY: M FRONT PILE LENGTH, in 96.00 DATE: N REAR PILE LENGTH, in 108.00 -I DATA 6/28/2017 O FRONT PILE EMBEDMENT DEPTH, in 54.69 TITLE: FOUNDATION DETAILS P REAR PILE EMBEDMENT DEPTH, in 31.23 O FRONT PILE HEIGHT ABOVE GRADE, in 41.31 SHEET: 10 OF 11 R REAR PILE HEIGHT ABOVE GRADE, in 76.77 I 6 1 inch Scale to Confirm 11" x 17" Plot ©copyright 2016, RAPID RACK S FRONT PILE FOUNDATION DEPTH, in 57.00 T REAR PILE FOUNDATION DEPTH, in 36.00 U I CONCRETE FOUNDATION DIAMETER, in 18.00 I n _ (I f 18" - U - CONCRETE FOUNDATION DIAMETER REAR PILE FOUNDATION C 5 x 3 REAR PILE `I 18" DIA. x 36" DEEP (TYP.) PILE LENGTH - N - 120" (3 REQ'D) EMBED TO - P -. 31.23" (TYP.) I 116" - L - NORTH SOUTH PILE SPACING (TYP.) FRONT PILE FOUNDATION C 5 x 3 FRONT PILE II 18" DIA. x 57" DEEP (TYP.),, PILE LENGTH - M - 96" (3 REQ'D) EMBED TO - O - 54.69" (TYP.) j 141 K - EAST -WEST PILE ` SPACING (TYP:) • _.,.......... _.......... _._..-_...._....._..._._ _ "_-j0wtwPffd Rock Less Time. More Savings. 15 PEPSI WAY DURHAM, CA 95938 (831) 334-8833 I n _ (I f 18" - U - CONCRETE FOUNDATION DIAMETER REAR PILE FOUNDATION C 5 x 3 REAR PILE `I 18" DIA. x 36" DEEP (TYP.) PILE LENGTH - N - 120" (3 REQ'D) EMBED TO - P -. 31.23" (TYP.) I 116" - L - NORTH SOUTH PILE SPACING (TYP.) FRONT PILE FOUNDATION C 5 x 3 FRONT PILE II 18" DIA. x 57" DEEP (TYP.),, PILE LENGTH - M - 96" (3 REQ'D) EMBED TO - O - 54.69" (TYP.) j 141 K - EAST -WEST PILE ` SPACING (TYP:) MumSKrn� DFCA��F� 56 %B" - I -INSERTION RAIL CANTILEVER TYP. 395'/4" - G - ARRAY LENGTH REVISION SCHEDULE ARRAY LAYOUT & PILE DETAILS SCALE = 1:40 No. Date Description 3UTf i OUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DRAWN BY: DATA APPROVED BY: - Z �� ^ RY- DATE: I 6/28/2017 TITLE: ARRAY LAYOUT SHEET: 11 OF 11 . I I N 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2010, RAPID RACK PROPERTY OF _.,.......... _.......... _._..-_...._....._..._._ _ "_-j0wtwPffd Rock Less Time. 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 PROJECT INFORMATION NAME: DAVID JONES ADDRESS: 13186 TAYLOR ST. CITY. STATE, ZIP: CHICO, CA. 9597.3 PHONE: AHJ: BUTTE COUNTY APNik 047-496-020-000 o PROJECT#: CH -3603 PE STAMP: a Q QRpFESS/ KENNETH cy 2 �� CZ CID J m + No. S3878 EXD. 3-31-19 MumSKrn� DFCA��F� 56 %B" - I -INSERTION RAIL CANTILEVER TYP. 395'/4" - G - ARRAY LENGTH REVISION SCHEDULE ARRAY LAYOUT & PILE DETAILS SCALE = 1:40 No. Date Description 3UTf i OUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DRAWN BY: DATA APPROVED BY: - Z �� ^ RY- DATE: I 6/28/2017 TITLE: ARRAY LAYOUT SHEET: 11 OF 11 . I I N 1 inch Scale to Confirm 11" x 17" Plot ©Copyright 2010, RAPID RACK