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Home My WebLink AboutADM23-0014_ApprovedTEW AG-80 x x 23-0014 x 23-2220 August 1, 2023 String IDMod QTYDistanceAmpsWire SizeR/1000'VmpVdPER (%)String IDMod QTYDistanceAmpsWire SizeR/1000'VmpVdPER (%)Ownership of Documents: This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Pittman Engineering, Inc. and is not to be used in whole or in part for any other project without the written authorization of Pittman Engineering, Inc.1050 Opportunity Drive, Suite 120 R o s e v i l l e , C A 9 5 6 7 8 w w w . p i t t m a n e n g . c o m 9 1 6 . 7 8 9 . 7 1 8 1 E N G I N E E R I N G Ownership of Documents: This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Pittman Engineering, Inc. and is not to be used in whole or in part for any other project without the written authorization of Pittman Engineering, Inc.1050 Opportunity Drive, Suite 120 R o s e v i l l e , C A 9 5 6 7 8 w w w .p i t t m a n e n g .c o m 9 1 6 .7 8 9 .7 1 8 1 E N G I N E E R I N G Ownership of Documents: This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Pittman Engineering, Inc. and is not to be used in whole or in part for any other project without the written authorization of Pittman Engineering, Inc.1050 Opportunity Drive, Suite 120 R o s e v i l l e , C A 9 5 6 7 8 w w w .p i t t m a n e n g .c o m 9 1 6 .7 8 9 .7 1 8 1 E N G I N E E R I N G RAPID RACK ARRAY OVERVIEW ARRAY ARRAY SIZE ARRAY COUNT ORIENTATION # OF MODULES TOTAL kW MODULE TYPE TOTAL PILES 1 3 x 50 6 PORTRAIT 900 486.00 VSUN540-144BMH-DG 180 2 3 x 45 1 PORTRAIT 135 72.90 VSUN540-144BMH-DG 28 3 3 x 15 1 PORTRAIT 45 24.30 VSUN540-144BMH-DG 10 TOTALS 8 1080 583.20 218 MODULE SPECIFICATIONS MODEL: VSUN540-144BMH-DG POWER:540 W HEIGHT:88.82 in WIDTH:44.61 in FRAME:35 mm WEIGHT:71.7 lbs 1.ALL MODULE STRINGS 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. RACKING SHALL BE RAPID RACK GROUND MOUNT ARRAY AT TILT SPECIFIED ON TABLES. 5. CONTRACTOR IS RESPONSIBLE FOR FINAL SOLAR FIELD LOCATION BASED ON INFORMATION PROVIDED. 6. ALL RACKING AND MOUNTING HARDWARE PROVIDED BY RAPID RACK CARRY A 20 YEAR WARRANTY. 7. ALL ALUMINUM RAILS SHALL HAVE A 1 4" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF 116" BETWEEN MODULES. 8. ALL CONSTRUCTION SHALL BE ACCORDING TO THE MOST RECENT VERSION OF THE INSTALLATION MANUALS. 9. ALL BONDING OF THE MOUNTING SYSTEMS TESTED ACCORDING TO UL STANDARD 2703. 10. ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TIGHTENED TO 25 ft-lbs. 11. SELF DRILLING SCREWS AT THE PILE BRACKET SHALL BE TORQUED TO 8 ft-lbs. 12. SELF DRILLING SCREWS AT SPLICES AND EDGE STOPS SHALL BE TIGHTENED TO 3 ft-lbs. 13. GROUND SHARK SHALL BE TIGHTENED TO 20 ft-lbs. GENERAL SOLAR SPECIFICATIONS 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 2021, CBC 2022, AISI 2015, ADM 2015, ASCE 7-16, AND AISC 15th EDITION. GENERAL NOTES PROPERTY OF 15 Pepsi Way DURHAM, CA 95938 (831) 334-8833 www.rapidrack.com REVISION SCHEDULE No. Date Description TITLE: COVER SHEET SHEET: 1 OF 7 1 Inch Scale to Confirm 24" x 36" Plot © PE STAMP 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 DRAWN BY:E APPROVED BY: DATE:6/19/2023 PROJECT INFORMATION NAME: BUTTE COUNTY RICE GROWERS ASSOCIATION ADDRESS: 3981 RICETON HIGHWAY CITY: RICHVALE, CA 95974 PHONE: AHJ: BUTTE COUNTY APN#: 029-220-021-000 PROJECT#: RAPID RACK ARRAY DIMENSIONS ITEM DESCRIPTION ARRAY 1 ARRAY 2 ARRAY 3 A BASE RAIL LENGTH, in 274.86 274.86 274.86 B MINIMUM CLEARANCE ABOVE GRADE, in 48.00 48.00 48.00 C MODULE FACE HEIGHT ABOVE GRADE, in 57.00 57.00 57.00 D REAR CLEARANCE ABOVE GRADE, in 119.14 119.14 119.14 E ARRAY TILT, deg 15.00 15.00 15.00 F BASE RAIL CANTILEVER, in 54.61 54.61 54.61 G ARRAY LENGTH, in 2236.75 2013.25 671.25 H ARRAY WIDTH, in 265.49 265.49 265.49 I INSERTION RAIL CANTILEVER, in 61.38 57.63 55.63 J CRITICAL MODULE POCKET DIMENSIONS, in 89.20 89.20 89.20 K EAST-WEST PILE SPACING, in 151.00 146.00 140.00 L NORTH-SOUTH PILE SPACING, in 160.00 160.00 160.00 M FRONT PILE LENGTH, in 144.00 144.00 144.00 N REAR PILE LENGTH, in 192.00 192.00 192.00 O FRONT PILE EMBEDMENT DEPTH, in 81.87 81.87 81.87 P REAR PILE EMBEDMENT DEPTH, in 87.00 87.00 87.00 Q FRONT PILE HEIGHT ABOVE GRADE, in 62.13 62.13 62.13 R REAR PILE HEIGHT ABOVE GRADE, in 105.00 105.00 105.00 MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 35 mm INSERTION RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET INSERTION RAIL SPLICE ASTM B221 ALUMINUM 6005A T61 ALLOY 14" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL HEAVY DUTY RETAINING CLIP SET 38" - 16 x 34" BOLT ASTM F593C STAINLESS STEEL 38" - 16 SLOT NUT ASTM 304 STAINLESS STEEL HEAVY DUTY RETAINING CLIP ASTM B221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET 38" - 16 x 34" BOLT ASTM F593A STAINLESS STEEL 38" ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY 38" - 16 SLOT NUT ASTM 304 STAINLESS STEEL PILE BRACKET ASTM A36 STEEL, POWDER COATED WITH ZINC UNDERCOAT PILE BRACKET ATTACHMENT SET 14" x 20 x 1-18" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL, STALGARD COATING 14" 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 14" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL W 6 x 7 PILE ASTM A992 STEEL, 50 ksi YEILD, ASTM A123 GALVANIZED ASCE 7-16 WIND & SNOW LOAD PARAMETERS DESCRIPTION VALUE WIND SPEED, mph 90 WIND DIRECTIONALITY FACTOR Kd 0.85 RISK CATEGORY I EXPOSURE CATEGORY C TOPOGRAPHIC FACTOR Kzt 1 ARRAY TILT, °15 GUST EFFECT FACTOR G 0.85 GROUND SNOW LOAD, psf 0 DEAD LOAD, psf 2.61 DESIGN LOAD DOWNFORCE, psf 16.77 DESIGN LOAD UPLIFT, psf -13.26 ASCE 7-16 FOUNDATION REACTION FORCES DESCRIPTION ARRAY 1 ARRAY 2 ARRAY 3 F1 - LATERAL FORCE - DOWN, lbs 715 691 663 F2 - VERTICAL FORCE - DOWN, lbs 2,234 2,178 2,086 F3 - LATERAL FORCE - UP, lbs 556 538 516 F4 - VERTICAL FORCE - UP, lbs 1,794 1,749 1,675 M1 - BENDING MOMENT, ft-lbs 4,464 4,317 4,139 F5 - LATERAL FORCE - DOWN, lbs 171 165 158 F6 - VERTICAL FORCE - DOWN, lbs 2,275 2,218 2,124 F7 - LATERAL FORCE - UP, lbs 133 128 123 F8 - VERTICAL FORCE - UP, lbs 1,827 1,781 1,705 M2 - BENDING MOMENT, ft-lbs 1,718 1,661 1,593 PILE FIXITY DEPTH, in 12 12 12 ASCE 7-16 SEISMIC LOAD PARAMETERS DESCRIPTION ARRAY 1 ARRAY 2 ARRAY 3 MAPPED SPECTRAL RESPONSE 0.2s, Ss 0.654 0.654 0.654 MAPPED SPECTRAL RESPONSE 1s, S1 0.282 0.282 0.282 SITE SOIL CLASSIFICATION D D D SEISMIC DESIGN CATEGORY D D D SEISMIC RESPONSE COEFFICIENT, Cs 0.445 0.445 0.445 EFFECTIVE SEISMIC WEIGHT, lbs 13,974 12,603 4,219 EFFECT OF HORIZONTAL FORCES, Eh 5,446 5,080 1,773 EFFECT OF VERTICAL FORCES, Ev 1,556 1,403 470 DESIGN LOAD DOWNFORCE, lbs 18,875 17,142 5,789 DESIGN LOAD UPLIFT, lbs 11,107 10,136 3,444 ARRAY HEIGHT Z, ft 10.63 10.63 10.63 SHEET INDEX 1 COVER SHEET 2 TABLE DIMENSIONS & VIEWS 3 CONSTRUCTION DETAILS 4 HARDWARE DETAILS 5 GROUNDING PLANS 6 FOUNDATION DETAILS 7 ARRAY LAYOUT BUCRA-RICETON 583 kW DC PHOTOVOLTAIC SYSTEM INSTALLATION REVISION SCHEDULE No. Date Description 1 inch Scale to Confirm 24" x 36" Plot © DRAWN BY:E APPROVED BY: DATE:6/19/2023 F - BAS E R A I L CANTIL E V E R FRONT & R E A R C- MODULE FACE HEIGHT ABOVE GRADE B- CLEARANCE ABOVE GRADE N - REAR PILE LENGTH A - BAS E R A I L L E N G T H D - REAR CLEARANCE ABOVE GRADER - REAR PILE HEIGHT ABOVE GRADE L - NORTH-SOUTH PILE SPACING Q - FRONT PILE HEIGHT ABOVE GRADE M - FRONT PILE LENGTH E - ARRAY TILT GRADE LINE O - FRONT PILE EMBEDMENT DEPTH P - REAR PILE EMBEDMENT DEPTH PROFILE SECTION VIEW H - H NTS K - EAST-WEST SUPPORT SPACING G - ARRAY LENGTH H H ELEVATION VIEW NTS PLAN VIEW NTS I - CANTILEVER FROM CENTER OF BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST ENDS 1 4" SPACE BETWEEN INSERTION RAIL ENDS P1- FIRST INSERTION RAIL LENGTH P...- MIDDLE INSERTION RAIL LENGTHS P..- LAST INSERTION RAIL LENGTH 18" ASSUMED BETWEEN MODULES IF RIGID SPLICES ARE USED, AS SMALL AS 0" IS ACCEPTABLE WHEN EXPANSION SPLICES ARE USED PV MODULES AS SPECIFIED ON SHEET 1 (ONLY 3 SHOWN FOR CLARITY) PROPERTY OF 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 CALLOUT LETTERS REFER TO TABLES ON SHEET 1 PE STAMP TITLE:TABLE DIMENSIONS & VIEWS SHEET: 2 OF 7 H - ARRAY WIDTH SEE TABLE BELOW FOR INSERTION RAIL PATTERNS GENERAL CONSTRUCTION TOLERANCES ± 4 in FOR BASE RAIL SPACING ± 4 IN FOR INSERTION RAIL CANTILEVER ± 2 IN FOR SINGLE PILE LOCATION ± 5° FOR PILE ROTATION ± 2° FOR PILE PLUMB ± 2° FOR ARRAY TILT + 18" - 116" FOR INSERTION RAIL SPACING + 34" - 34" FOR PILE BRACKET SPACING PROJECT INFORMATION NAME: BUTTE COUNTY RICE GROWERS ASSOCIATION ADDRESS: 3981 RICETON HIGHWAY CITY: RICHVALE, CA 95974 PHONE: AHJ: BUTTE COUNTY APN#: 029-220-021-000 PROJECT#: INSERTION RAIL PATTERNS ARRAY ARRAY COUNT RAIL P1, in.RAIL P2, in.RAIL P3, in.RAIL P4, in.RAIL P5, in.RAIL P6, in.RAIL P7, in.RAIL P8, in.RAIL P9, in.RAIL P10, in.TOTAL ARRAY LENGTH - G, in. 1 6 240 240 240 230 240 208 240 120 240 236.75 2,236.75 2 1 240 240 240 240 240 240 120 211.25 240 2,013.25 3 1 240 190.75 240 671.25 ± 4 in FOR BASE RAIL SPACING ± 4 IN FOR INSERTION RAIL CANTILEVER ± 4 IN FOR SPLICE TO BASE RAIL SPACING ± 2 IN FOR SINGLE PILE LOCATION ± 5° FOR PILE ROTATION ± 2° FOR PILE PLUMB ± 2° FOR ARRAY TILT +18" - 116" FOR INSERTION RAIL SPACING +34" - 34" FOR PILE BRACKET SPACING GENERAL CONSTRUCTION TOLERANCES A B C D SECTION IDENTIFIER, ALL TABLES NTS 12" 1 PER RAIL END XL EDGE STOP 14" - 20 x 1" STAINLESS STEEL SELF DRILLING SCREW FOR EDGE STOP (X2) RETAINING CLIP SET (ON UPHILL EDGE): ·38" - 16 x 3 4" STAINLESS STEEL HEX BOLT ·RETAINING CLIP ·38" SLOT NUT BASE RAIL BASE RAIL END CAP ·2 PER RAIL DETAIL A - LOWER INSERTION RAIL CONNECTION NTS - WITH EDGE STOP SHOWN XL INSERTION RAIL MODULE FRAMES -1 mm TOLERANCE XL INSERTION RAIL EXPANSION SPLICE 14" x 1" SELF DRILLING SCREWS FOR EXPANSION SPLICE ATTACH 8 SCREWS TO ONE RAIL ONLY (x8) ALL MIDDLE INSERTION RAILS REQUIRE 2 RETAINING CLIPS PER CONNECTION DETAIL B - MIDDLE INSERTION RAIL CONNECTION NTS PV MODULE AS SPECIFIED ON SHEET 1 UPPER INSERTION RAIL 1 HEAVY DUTY RETAINING CLIP REQUIRED ON THE DOWNHILL EDGE XL EDGE STOP (NOT SHOWN FOR CLARITY) 38" GAP ABOVE MODULE DETAIL C - UPPER INSERTION RAIL CONNECTION NTS REVISION SCHEDULE No. Date Description W 6 x 7 TOP OF PILE BRACKET FLUSH WITH TOP OF PILE + 34" - 34" PILE BRACKET SLOT NUT (x2) DETAIL D - CRITICAL MODULE POCKET DIMENSION NTS J - CRI T I C A L M O D U L E P O C K E T DIMENS I O N = M O D U L E H E I G H T + 3 8 " PV MODULE AS SPECIFIED ON SHEET 1 XL INSERTION RAIL EDGE STOP 2 PER ROW OF INSERTION RAIL AT EACH END 14" x 1 SS SELF DRILLING SCREW FOR EDGE STOP (x2) CANTILEVER FROM MIDPOINT OF LAST BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST I - INSERTION RAIL CANTILEVER DETAIL E - CANTILEVER DISTANCE NTS DETAIL F - INSERTION SPLICE DETAIL, EXPANSION NTS - WITH PILE CONNECTION XL 18" INSERTION SPLICE, EXPANSION 18" 12" 14" x 1 SELF DRILLING SCREW FOR 18" EXPANSION SPLICE, ATTACH 8 SCREWS TO ONE RAIL ONLY (x8) XL INSERTION RAIL XXL BASE RAIL CENTER OF SPLICE MUST OCCUR IN OPEN 80% OF EAST-WEST SPAN K PILE BRACKET 38" SPLIT LOCK WASHER BETWEEN BOLT HEAD AND PILE BRACKET FOR BONDING FOUNDATION TO XXL BASE RAIL 14" x 1" STALGARD COATED SELF DRILLING SCREWS IN THE PATTERN SHOWN OR USE THE ALTERNATE PATTERN SEE SHEET 5 DETAIL G (x6) 14" SPLIT LOCK WASHER FOR PILE BRACKET TO PILE BONDING UNDER ANY 2 SELF DRILLING SCREWS (x2) GROUNDING DETAILS SEE SHEET 5 FOR ADDITIONAL INFORMATION AND ALTERNATE SDS PATTERN FOR GROUNDING DETAILS DETAIL G SEE SHEET 5 PILE BRACKET SET 38" x 34" HEXBOLT F593A (x2) 38" SPLIT LOCK WASHER (x2) SLOT NUT (x2) 8" 12" 14" 78" 1 inch Scale to Confirm 24" x 36" Plot© DRAWN BY:E APPROVED BY: DATE:6/19/2023 PROPERTY OF 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 PE STAMP TITLE:CONSTRUCTION DETAILS SHEET: 3 OF 7 PROJECT INFORMATION NAME: BUTTE COUNTY RICE GROWERS ASSOCIATION ADDRESS: 3981 RICETON HIGHWAY CITY: RICHVALE, CA 95974 PHONE: AHJ: BUTTE COUNTY APN#: 029-220-021-000 PROJECT#: