HomeMy WebLinkAboutB15-0824 038-230-039H
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SOHNREY AND SON FAMILY FARM 431.5 kW DC PHOTOVOLTAIC
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OFTHE CALIFORNIA BUILDING CODE AND AMENDMENTS MADE BY LOCAL JURISDICTIONS.
I 2. ALL LOCAL AND NATIONAL ELECTRICAL CODES SHALL BE FOLLOWED IN THE CONSTRUCTION AND COMISSIONING OFTHE PHOTOVOLTAIC SYSTEM.
F 3. ALL DIMENSIONS OF EXISTING SITE CONDITIONS MUST BE VERIFIED BEFORE COMMENCING WORK.
4. BEFORE BEGINNING ANY WORK CONTRACTOR SHALL NOTIFY OWNER, OWNERS REPRESENTATIVE, AND 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 NTS ARE NOT TO SCALE. ALL OTHERS ASSUMED TO BE CORRECT AND SHOULD
BE CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE CONTRACTOR.
6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED.
7. BEFORE BEGINNING ANY WORK OR DRIVING OFTEST PILES, CONTRACTOR SHALL LOCATE ALLSUBSURFACE UTILITIES.
E
0
PILE DRIVING MACHINE
1. THE STEEL PILES SHALLE BE DRIVEN INTO UNDISTURBED SOIL USING A POST DRIVER. OPTIMALLY, THIS UNIT WILL HAVE AN ELECTRONIC LEVELING
SYSTEM, AND A VARIABLE DOWN STROKE SPEED THAT ADJUSTS TO SUIT GROUND CONDITIONS. IT SHOULD PROVIDE AN AVERAGE OF 2.7 METRIC TONNES
OF ECCENTRIC FORCE USING A HYDRAULIC VIBRATING RAM, WITH AN OPERATING PRESSURE IN THE RANGE OF 3000 PSI.
2. THE PILE DRIVING MACHINE SHALL ONLY BE USED BY EXPERIENCED OPERATORS WHO HAVE BEEN INSTRUCTED BY ELITE SOLAR, OR ITS ASSIGNS, IN THE
PROPER USE THEREOF.
3. PILES SHOULD BE CLEARLY MARKED FOR EMBEDMENT DEPTH PRIOR TO BEING DRIVEN.
4. CONTACT ENGINEER IN CASE OF PILE REFUSALTO DETERMINE ALTERNATE FOUNDATION DESIGN.
DESIGN CRITERIA
1. ALL CALCULATI ONS BASED ON ASCE 7-10.
2. METHOD 2 FOR OPEN STRUCTURES USED TO DETERMINE DESIGN WIND PRESSURES FOR RACKING AND FOUNDATION.
3. GROUND SNOW LOAD = 0 PSF
4. DESIGN LOADS AND ASSUMPTIONS FOR SOLAR MODULES:
A. EXPOSURE CATEGORY C
B. BASIC WIND SPEED 100 MPH
C. DEAD WEI GHT OF MODULES = 3.0 PSF MAXIMUM
D. TI LT OF THE ARRAY =21 °
E. RISK CATEGORY= I
F. Kh =.85
C G. KZT =1
H. KD =.85
I. G =.85
J. H = 9 FT.
5. FINAL PILE EMBEDMENT DEPTH OF 86.9 in. FOR THE FRONT (SHORT) PILE AND 83.4 in. FOR THE BACK (TALL) PILE
CALCULATED BY GENE S. PORTER P.E.
NOTE: THE EMBEDMENT DEPTHS LISTED ARE EQUALTO OR GREATER THAN THE REQUIRED EMBEDMENT DEPTHS.
PLEASE REFERENCE THE FOUNDATION CALCULATIONS FOR THE REQUIRED MINIMUM DEPTHS.
FRONT PILE DESIGN LOADS:
A - Horizontal Force Dmvn =1211 lbs.
F2 - Vertical Force Down = 2495 lbs.
F3 - Horizontal Force Up =1047 lbs.
F4 - Vertical Force Up = 2266 lbs.
Ml - Typical Bending Moment = 5456 lb -ft.
REAR PILE DESIGN LOADS
B F5 - Horizontal Force Dmvn =180 lbs.
F6 - Vertical Force Down = 2548 lbs.
F7 - Horizontal Force Up =156 Ibs.
F8 - Vertical Force Up = 2314 lbs.
M2 - Typical Bending Moment =1533 Ib -ft.
PILE FIXITY IS ASSUMED AS 1 FT. BELOWGRADE FOR THE PURPOSES OF CALCULATING FOUNDATION REACTION LOADS
J 6. SEISMIC DESIGN DATA
I
K. SS =.602
L. S1= .266
M. SITE CLASS = D
N. SEISMIC DESIGN CATEGORY= D
0. R =1.25
P. CS = .265
0- EH = 3.1 PSF FROM MODULES PLUS 1.03*SELF WEIGHT OF RACKING
A, R. EV=.77 PSF FROM MODULES PLUS.26*SELFWEIGHT OF RACKING
SEISMIC FORCES DO NOT GOVERN DESIGN.
8 7
ON
INSTALLATION
41 SKILLIN LANE
OR OVI LLE, CA 95965
PROFESSIONALLY PREPARED FOR ELITE SOLAR
SHEET INDEX
1 - COVER SHEET
2 - ARRAY LAYOUT PLAN, TOWER
3 - PILE LAYOUT PLAN, TOWER
4 - ARRAY LAYOUT PLAN, SHOP
5 - PILE LAYOUT PLAN, SHOP
6 - 3 X 34 TABLE ELEVATI ON VI EWS
7 - 3 X 96 TABLE ELEVATION VIEWS
8 - TABLE SIDE ELEVATION VIEWS
9 - DETAIL VI EWS, ALL TABLES
10 - HARDWARE DETAILS
11 - GROUNDING PLAN, ALL TABLES
12- FOUNDATION DETAILS
MATERIAL SPECIFICATIONS
GENERAL SOLAR SPECIFICATIONS
1. ALL MODULES SHALL BE GROUNDED WITH ILSCO SGB -4 OR APPROVED EQUAL
2. MODULE BONDING THROUGH DYNOBOND BONDING JUMPER, EACH STRING USES ONE APPROVED GROUND LUG.
3. ALL CONNECTORS ON THE DC SYSTEM SIDE SHALL BE RATED FOR 600V DC MIN.
4. SOLAR MODULES SHALL BE CANADIAN SOLAR CS6X-31 OP.
5. COMBINER BOXES SHALL BE LISTED, WITH A MINIMUM 3R RATED ENCLOSURE.
6. INVERTERS SHALL BE APPROPRIATE FOR THE I NSTALLATON.
7. DC DISCONNECTS IF REQUIRED BETWEEN THE COMBINER BOXES AND INVERTERS SHALL BE UL OR ETL LISTED.
8. ALLWIRING SHALL CONFORM TO NATIONAL CODES AND AMENDMENTS MADE BY LOCAL JURSIDICTIONS.
9. COMPLETE ELECTRICAL DIAGRAMS NOT INCLUDED IN PACKAGE
10. RACKING SHALL BE UNIVERSAL RACKING GROUNDMOUNT AT 210 TILT.
11. FOUNDATION DESIGN BY GENES. PORTER, PE.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING ALL WIRING.
13. ALL ELECTRICAL CONNECTIONS SHALL ADHERE TO THE LOCAL ELECTRICAL CODES.
14. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATION OF SOLAR FIELD BASED ON INFORMATION GIVEN.
15. ALL MATERIALS USED IN INSTALLATION SHALL BE UVAND WEATHER RESISTANT.
16. ALL RACKING AND MOUNTING HARDWARE PROVIDED BY UNIVERSAL RACKING CARRY A 10 YEAR WARRANTY.
17. ALLAWMINUM RAILS SHALL HAVE 1/4' THERMAL EXPANSION PER 20' OR MAINTAIN MINIMUM 1/16" BETWEEN MODULES.
18. ALL CONSTRUCTION SHALL BE ACCORDING TO MOST RECENT VERSI ON OFTHE INSTALLATION MANUAL(S).
19. ALL BONDING OF MOUNTING SYSTEM TESTED TO UL SUBJECT STANDARD 2703, SEE SHEET 8 FOR DETAILS.
20. ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TI GHTENED TO 25 FT -LBS.
21. CARBON STEEL SDS AT PILE BRACKET SHALL BETORO.UED TO 7 FT -LBS.
22. STAINLESS STEEL SDS AT SPLICES AND EDGE STOPS SHALL BE TI GHTENED TO 3 FT -LBS.
23. GROUND SHARKSHALL BETIGHTENEDTO 20 FT -LBS.
24. NO FIELD WELDING OR HIGH STRENGTH STRUCTURAL BOLTS ARE SPECIFIED IN THIS DESIGN, THEREFORE NO SPECIAL
INSPECTIONS ARE REQUIRED.
COUNT VICINITY MAP
CANAD I AN S 0 LAR CS6X-310 P
1292 PCS
XL 40 mm I NSERTI ON RAI L ASTM B221- ALLOY 6005A T61
U< -
239.5"
96 PCS
239.75°
24 PCS
300.5"
144 PCS
239.2' XXL BASE RAI L ASTM B221 - ALLOY 6005A T61
122 PCS
XXL BASE RAIL END CAP
244 SETS
XL I NSERTI ON RAI L SPLI CE ASTM 6005A T61 (SET WITH 4 SS SELF DRI LLI NG SCREWS)
224 SETS
HD RETAI NI NG CLIP SETS
732 SETS
HD PILE BRACKETS ASTM A36 POWDERCOAT, ZINC UNDERCOAT (HD SET)
244 SETS
XL EDGE STOP ASTM ALLOY 5052 H32 (SEf WITH 2 SS SELF DRILLING SCREWS)
80 SETS
ASTM A992 W6 X 7 H D G TO A123
a W o
W6X7-120 in.
122 PCS
W6X7-168 in.
122 PCS
GROUNDING LUG SGB -4
80 PCS
GROUND CLIP 1.0
90 PCS
DYNOBOND 8" BONDING JUMPER
1375 PCS
WIRE CLIP WITH 200 mm UV RATED ZIP TIE, UL LISTED
2900 PCS
#1/4-20 X 1-1/8 SDS, STALGARD COATING
1464 PCS
#1/4 SPLIT LOCK WASHER, AL
488 PCS
5 /1\ 4
3
PERMIT # ____
BUTTE COUNTY DEVELOPMENT SE VICES
REVIEWED FOR
CODE COMP IANCE
DATE -BY l
2
APR 15 2015
DEVELOPMENT
SERVICES
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THIS DRAWING IS ISSUED BY LOVE STREET
DRAFTING. INFO RMATI0N CONTAI NED WITHI N
IS PROPRIETARYAND CONFIDENTIALAND
INTENDED FOR THE NAMED RECIPENT ONLY
REVISION _EVISI_ N DATE C
INITIAL 3/14/2015;
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
STAMP EXPIRES 3/31/2015
DWG NO
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IS PROPRIETARYAND CONFIDENTIALAND
INTENDED FOR THE NAMED RECIPENT ONLY
REVISION _EVISI_ N DATE C
INITIAL 3/14/2015;
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
STAMP EXPIRES 3/31/2015
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DRAFTING. INFO RMATI0N CONTAI NED WITHI N
IS PROPRIETARYAND CONFIDENTIALAND
INTENDED FOR THE NAMED RECIPENT ONLY
REVISION _EVISI_ N DATE C
INITIAL 3/14/2015;
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
STAMP EXPIRES 3/31/2015
DWG NO
SOHNREY FARM
DRAWN _
vjolissaint 3/14/2015
3/17/2015
11E 24x36 (inches) A
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PERMIT #-- (vv(
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REVIEWED FOR
CODE COMP IANCE
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REVISION —DATE
INITIAL —3/1 �1-2615
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
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STAMP EXPIRES 3/31/2015
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THIS DRAWING IS ISSUED BY LOVE STREET
DRAFTING INFORMATION CONTAINED WITHIN
IS PROPRIETARYAND CONFIDENTIALAND
INTENDED FORTHE NAMED RECIPIENT ONLY
— -1 C
REVISION —DATE
INITIAL —3/1 �1-2615
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
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THIS DRAWING IS ISSUED BY LOVE STREET
. ..... DRAFTING. INFORMATION CONTAINED \MTHIN
IS PROPRIETARY AND CONFIDENTIALAND
INTENDED FOR THE NAMED RECIPENT ONLY
501/16 TO PILE CENTER REVISION —DATE -
-1505/16TYP EAST WEST PILE SPACING TYP, INITIAL 3/14/2015
FOR (2) 3 X 96 TABLES
PERMIT # Ijf- &`eZ-X
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE MPLIANCE
DATE BY
2
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
M.
STAMP EXPIRES 3/31/2015
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THIS DRAWING IS ISSUED BY LOVE STREET
. ..... DRAFTING. INFORMATION CONTAINED \MTHIN
IS PROPRIETARY AND CONFIDENTIALAND
INTENDED FOR THE NAMED RECIPENT ONLY
501/16 TO PILE CENTER REVISION —DATE -
-1505/16TYP EAST WEST PILE SPACING TYP, INITIAL 3/14/2015
FOR (2) 3 X 96 TABLES
PERMIT # Ijf- &`eZ-X
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE MPLIANCE
DATE BY
2
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
M.
STAMP EXPIRES 3/31/2015
DWG NO
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DRAWN
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APPROVED
3/17/2015
SIZE 24x36(incheS) A
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REVISION DATA C
INITIAL 3/14/2015
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
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STAMP EXPIRES 3/31/2015
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REVISION _ DAT � C
INITIAL 3/14/2015;
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
IB
STAMP EXPIRES 3/31/2015
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REVISION _ DAT � C
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SIZE 24 x 36 (inches) A
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OF XL 40 MM INSERTION RAIL OF XL 40 MM INSERTION RAIL OF XL 40 MM INSERTION RAIL OF XL 40 MM INSERTION RAIL OF XL 40 MM INSERTION RAIL
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3 X 34 TABLE
PLAN VIEW
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�' 13201/2 TOTAL ARRAY LENGTH --.— ........... _..... ---- .------ ____._.._._.....—-- _�I
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REVISION _ _DATE C
INITIAL ..3/14/201.51
JOB NUMBER 15011-C-0
PE STAMP
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FIRST MODULE
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REVISION _ _DATE C
INITIAL ..3/14/201.51
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
STAMP EXPIRES 3/31/2015
SOHNREY FARM
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INSERTION RAIL
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INSERTION RAIL
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REVISION DATE DATE
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PE STAMP
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REVISION DATE DATE
INITIAL 3/14/2015;
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REVISION DATE DATE
INITIAL 3/14/2015;
JOB NUMBER 15011-C-0
PE STAMP
DATE STAMPED 3/17/2015
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GROUNDING NOTES
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1. ALL GROUNDING HARDWARE SHALL BE UL APPROVED.
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3. ALL MODULES SHALL BE BONDED TO FRAMEWORK THROUGH EGC WITH SGB OR EQUIVALENT 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 -OOla.
7. SEE UNIVERSAL RACKING INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS.
8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED)
IJVIV✓lIYtJ VI /\L ZV 111111 11V0L1\I1VIV rvy1L. I U `JY51 EM GRUUND, ---�'�
TO XXL BASE RAIL TESTED AND UL 2703 AND/OR INVERTER,
RECOGNIZED COMBINER BOXES
AND DC DISCONNECTS
GROUNDING PLAN USING DYNOBOND
FOR ALL TABLE SIZES
NOT TO SCALE
GROUND CLIP ASSEMBLY
SIDE VIEW
SCALE 1 / 1
DYNOBOND SPECIFICATIONS
AWG #6 BARE COPPER
EGC LOCATION
4WG #10 BARE COPPER
EGC LOCATION
GROUND CLIP MAY BE INSTALLED
AT ANY POINT ON BASE RAIL
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 = 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 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.
SGB GROUND LUG
OR EQUIVALENT APPROVED
GROUND LUG. ATTACH TO ANY
1 MODULE IN STRING, CONNECT TO EGC
PER MANUFACTURER INSTRUCTIONS
PV MODULE CANADIAN SOLAR CS6X-31OP
MODELS AND SIZE VARY
DNLY 3 SHOWN FOR CLARITY
240 PER TABLE
UL 2703 RECOGNIZED
DYNOBOND BONDING JUMPER
BONDS UP TO ONE STRING OF MODULES
1 PER MODULE
3
ALL MODULE STRINGS BONDED
AND GROUNDED AS SHOWN
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
DETAIL G FROM SHEET 3
PILE AND BRACKET BONDING
SCALE 1 / 2
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODEC PLIANCE
DATE_ -f L IS'7 BY
%$ SPLIT LOCK WASHER
BETWEEN PILE BRACKET AND BOLT HEAD
DN EACH SIDE OF BASE RAIL
FOR BONDING PILE BRACKET TO BASE RAIL
;X2)
1/4 X 1 SDS SCREW SIZE FOR THIS DESIGN
MUST USE PATTERN SHOWN OR USE PATTERN
DN SHEET 3, DETAIL F
,X6)
it SPLIT LOCK WASHER
UNDER ANY 2 SELF DRILLING SCREWS
FOR BONDING OF BRACKET TO PILE
LEGEND
�— BARE COPPER WIRE
i
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SYSTEM GROUND
GROUND SHARK
DYNOBOND
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JOB NUMBER 15011-C-0
PE STAMP
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MATERIAL AND-C.-ON-STRUCTION SPECIFICATIONS
FUR DRIVEN FOUNDATIONS
USE EXCLUSIONS
1. ANY EARTH DISTURBED AFTER GEOTECHNI CAL ASSESSMENT MUST BE RETURNED TO 98% OFASSESSED COMPACTION.
2. LATERAL DEFLECTION AT GRADE FOR DRIVEN PILE FOUNDATIONS SHALL BE LESS THAN 1 in.
FOUNDATION LOADS
1. DRIVEN PILE FOUNDATION DEPTH OF 86.9 in. FOR THE FRONT (SHORT) PILE AND 83.4 in. FOR THE BACK (TALL) PILE
FOUNDATION CALCULATIONS BASED ON CODE MINIMUM VALUES.
NOTE: THE EMBEDMENT DEPTHS LISTED ARE EQUALTO OR GREATERTHAN THE REQUIRED EMBEDMENT DEPTHS.
PLEASE REFERENCETHE FOUNDATION CALCULATIONS FORTHE REQUIRED MINIMUM DEPTHS.
FRONT PILE DESIGN LOADS:
F1- Horizontal Force Down =1211 lbs.
F2 - Vertical Force Down = 2495 lbs.
F3 - Horizontal Force Up =1047 lbs.
F4 -Vertical Force Up = 2266 lbs.
Ml - Typical Bending Moment = 5456 Ib -ft.
REAR PILE DESIGN LOADS
F5 - Horizontal Force Down =180 lbs.
F6 -Vertical Force Down = 2548 lbs.
F7 - Horizontal Force Up =156 lbs.
F8 -Vertical Force Up = 2314 lbs.
M2 - Typical Bending Moment =1533 lb -ft.
2. PILE FIXITY FOR FOUNDATION CALCULATIONS IS ASSUMED AS 12 in. BELOW GRADE.
STEEL PILES
1. GALVANIZED W6X7AT50 KSI YIELD MINIMUM IS SPECIFIED.
GENERAL CONSTRUCTION TOLERANCES
4 in FOR BASE RAIL SPACING
4 in FOR INSERTION RAIL CANTILEVER
t 2 in FOR SINGLE PILE LOCATION
t 5° FOR PILE ROTATION
t 2° FOR PILE PLUMB
t 2° FOR ARRAY TILT
A + 18 in - ib in FOR INSERTION RAIL SPACING
+ 4 in - 4 in FOR PILE BRACKET HEIGHT
8
`W 6 X 7 PILE
C�
—134
PLAN VIEW
UNIVERSAL RACKING DRIVEN FOUNDATION
NOT TO SCALE
t
I
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ail
32.6
GRADE
I
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2266 lbs.
F3 = F1=
1047 lbs. 1211 lbs.
IM 1 =
5456 lbs.
ill
F2 =
2495 lbs.
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86.9 EMBEDMENT DEPTH
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83.4 EMBEDI
F7 =
15611
08
♦ 2314 lbs.
F6 =
2548 lbs.
TIENT DEPTH
F5 =
180 lbs.
I
134
ELEVATION VIEW
UNIVERSAL RACKING DRIVEN FOUNDATION
NOT TO SCALE
7 I 6 1 5 4
PERMIT# ` /'r— oez_ /''��- C)*/
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REVIEWED FOR
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3 1 2
M2=
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