SW4220502_As-Built - Certification_20220514 (2)

1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11
am
NORTH ARROW
TITLE
LOCATION
ELEVATION
SYMBOLS
N
TITLE
SCALE:
E
LEGEND
SECTION
SECTION ID
SHEET NUMBER
DETAIL
DETAIL ID
SHEET NUMBER
ELEVATION
ELEVATION ID
SHEET NUMBER
GOVERNING CODE
INTERNATIONAL BUILDING CODE (IBC 2009/2012 NORTH CAROLINA BUILDING CODE)
I. UC/1U LV/1UJ.
•
STRUCTURE: 2.0 PSF
•
GLAZING: 3.0 PSF
z = 5.0 PSF
2. ROOF LIVE LOAD = 0 PSF
3. SNOW LOAD:
•
P = 15.0 PSF (GROUND SNOW)
•
P9 = 10.1 PSF (FLAT ROOF SNOW)
•
PS = 8.60 PSF (SLOPED ROOF SNOW)
•
Ce = 1.00
•
Ct = 1.20
•
CS = 0.91
•
IS = 0.80
4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM)
•
V = 90 MPH
•
BUILDING CATEGORY: I
•
IW = 0.87
•
EXPOSURE: C
SEISMIC:
SS
= 0.208
St
= 0.081
Sds
= 0.222
Shc
= 0.130
•
OCCUPANCY CATEGORY: I
•
le = 1.00
•
SIhE CLASS: D
•
SEISMIC DESIGN CATEGORY: B
•
SEISMIC FORCE RESISTING SYSTEM =
CANTILEVERED COLUMN SYSTEM
•
DESIGN BASE SHEAR: V = 0.089 W
CS = 0.089
R = 2.5
• EQUIVALENT LATERAL FORCE ANALYSIS
PHOTOVOLTAIC MODULE
GROUND MOUNT SYSTEM
RBI SOLAR RACK MODEL: GM=1
FOR
0'a wl�q em 0 E N T R O P Y
S O L A R I N TE G R A T O R 5
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
SITE PLAN OVERLAY
L o X
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SHEET INDEX
SHEET
SHEET DESCRIPTION
G-001
COVER SHEET
G-002
GENERAL NOTES/MODULE SPECIFICATION SHEETS
S-100
SITE PLAN
S-101
COMPONENT LAYOUT 1
S-102
COMPONENT LAYOUT 2
S-103
COMPONENT LAYOUT 3
S-104
COMPONENT LAYOUT 4
S-301
RACK SECTION & BAY PLAN VIEWS
S-302
ALTERNATE FOUNDATION DETAILS AND SCHEDULE
S-501
DETAILS
SYSTEM SPECIFICATIONS
NOTE:
THIS SUBMITTAL/CONSTRUCTION SET WAS PRODUCED FROM
DOCUMENTS DATED: 08/13/2015 RECEIVED FROM CUSTOMER ON
09/09/2015.
PV MODULE MFR.
JINKO SOLAR
PV MODULE MODEL #
JKM315P-72
# OF PV MODULES/STRING
19
# OF ACTIVE PV MODULES
26,068
# OF SPARE PV MODULES
0
TOTAL # OF PV MODULES
26,068
TOTAL PV SYSTEM WATTS
8.211 MW DC
ARRAY TYPE
FIXED TILT
ARRAY TILT
20 DEGREES
TOTAL # OF POSTS
2,380
ARRAY ROW SPACING
21'-0"
INTER -ROW SPACE
8'-105/6"
ARRAY AZIMUTH
180 DEGREES
(NOT ADJUSTED FOR MAGNETIC DECLINATION)
,-04� I -
RBI SOLAR
Total Solar Service: Design " Fabrication
Installation' Parts' Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
......1....
' a SEAL
027482
❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
COVER SHEET
SHEET No.:
G=001
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992 40 942
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Front Side Back
55
r70
Packaging Configuration
( Two boxes =One pallet )
25pcs/ box, 50pcs/pallet, 550 pcs/40'HQ Container
Current -Voltage & Power -Voltage
Curves(305W)
Voltage ( V )
Temperature Dependence
of ISC,Voc Pmax
ISO
\ 160
z 140
0 a 120
c > Ise
� 100
e v�Yccl
N so
s max
60
o
Z 40
0 20
-50 -25 0 25 50 75 100
Cell Temperature('C)
Cell Type
Poly -crystalline 156x156mm (6 inch)
No.of cells
72 (6x12)
'
Dimensions
1956x992x4Omm (77.01x39.05x1.57 inch)
Weight
26.5 kg (58.4 lbs.) MMEM
Front Glass
4.Omm, High Transmission, Low Iron, Tempered Glass
Frame
Anodized Aluminium Alloy
Junction Box
IP67 Rated
Output Cables
12 AWG, Length:1200mm
Module Type
JKM295P
JKM300P
JKM305P
JKM310P
JKM315P
STC
NOCT
STC NOCT
STC NOCT
STC
NOCT
STC
NOCT
Maximum Power (Pmax)
295Wp
218Wp
300Wp 221Wp
305Wp 225Wp
31OWp
230Wp
315Wp
233Wp
Maximum Power Voltage (Vmp)
36.2V
33.5V
36.6V 33.7V
36.8V 34.OV
37.OV
34.4V
37.2V
34.7V
Maximum Power Current (Imp)
8.15A
6.50A
8.20A 6.56A
8.30A 6.62A
8.38A
6.68A
8.48A
6.71A
Open -circuit Voltage (Voc)
45.1V
41.9V
45.3V 42.3V
45.6V 42AV
45.9V
42.7V
46.2V
42.8V
Short-circuit Current (Isc)
8.76A
7.09A
8.84A 7.16A
8.91A 7.21A
8.96A
7.26A
9.01A
7.28A
Module Efficiency STC (%)
15.20 %
15.46 %
15.72 %
15.98 %
16.23 %
Operating Temperature(°C)
-40°C-+85°C
Maximum system voltage
1000VDC (UL)
Maximum series fuse rating
15A
Power tolerance
0-+3%
Temperature coefficients of Pmax
-0.41%/°C
Temperature coefficients of Voc
-0.31%/°C
Temperature coefficients of Isc
0.06%i°C
Nominal operating cell temperature
(NOCT)
45±2°C
STC: '. Irradiance 1000W/mz Cell Temperature 25°C AM=1.5
NOCT w° Irradiance 800W/mz # Ambient Temperature 20°C AM=1.5 Wind Speed 1m/s
* Power measurement tolerance: ± 3 %
The company reserves the final right for explanation on any of the information presented hereby. US-MKT-315P_v1.0_rev2015
www.jinkosolar.com
1& US LISTED
J►n«O
Building Your Trust in Solar
KEY FEATURES
IIIII Innovative solar cells
Four bus -bar cell technology provides a more robust and powerful module
ideal for utility scale applications
1y��t,+� Higher module efficiency
cG"N�ER Polycrystalline 72-cell module with power output available to 315W (1 6.23%
conversion efficiency)
Low -light performance
Improved low light performance through advancements in glass technology
LOW LIGNT and surface texturing
4444 Strong and durable
a
1A00Pa Tested and tried to endure up to 540OPa positive and 240OPa negative loads
54W Pa
®' Weather resistance
RESISTANT Certified by TUV for high salt mist and ammonia resistance
I
LINEAR PERFORMANCE WARRANTY
10 Year Product Warranty • 25 Year Linear Power Warranty
100%
a 97.5%
`o
d
90%
0
a
a 80.7%
12
3
year
25
V ' J ' IV I II
GENERAL NOTES
GENERAL/CONSTRUCTION/SAFETY:
STRUCTURAL STEEL:
1.
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION CODE AND THE PROJECT
1.
ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF
SPECIFICATIONS.
AISC "MANUAL OF STEEL CONSTRUCTION." LIGHT GAGE COLD -FORMED SECTIONS SHALL CONFORM TO LATEST VERSION OF
AISI SPECIFICATIONS FOR COLD -FORMED STEEL STRUCTURAL MEMBERS.
2.
LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2.
MATERIALS:
3.
DIMENSIONS SHOWN ON PLAN SHALL BE VERIFIED IN FIELD.
A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 50, Fy = 50 KSI MINIMUM
4.
LAYOUT IS SUBJECT TO CHANGE PER REQUEST AND/OR EXISTING CONDITIONS IN THE FIELD.
B. PLATES: ASTM A36
C. TUBULAR SHAPES: ASTM A500 GRADE B, Fy = 50 KSI MINIMUM
5.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF
D. FIELD BOLTS (TYP. U.N.0): SAE J429 GRADE 5
CONSTRUCTION SELECTED BY CONTRACTOR.
E. SCREWS: #12 TEKS - GALVANIZED
6.
CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY UNEXPECTED
3.
TEK SCREWS ARE TO BE INSTALLED USING A 2500 RPM MAX. NON -IMPACTING VARIABLE SPEED DRILL WITH CLUTCH OUT.
CONDITIONS OR DISCREPANCIES WITH THE DESIGN DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO
INSTALLATION OR ERECTION OF MATERIALS.
4.
REFER TO THE RBI SOLAR MANUAL "GROUND MOUNT SYSTEM MODEL GM -I ASSEMBLY INSTRUCTIONS", VERSION 11, FOR
STRUCTURAL CONNECTION TORQUE VALUES.
7.
THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
5.
ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICAN WELD SOCIETY'S
AND NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETY
SPECIFICATIONS - AWS D1.1. ELECTRODES SHALL BE E70 SERIES UNLESS NOTED OTHERWISE.
BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.
6.
GALVANIZING SPECIFICATIONS - GALVANIZING SHALL BE PER CONTRACT DOCUMENTS
8.
NO PERSONNEL SHALL STEP OR STAND ON PHOTOVOLTAIC (PV) MODULES (SOLAR PANELS) AT ANY TIME. RACK STRUCTURE
AND PV MODULES ARE NOT DESIGNED FOR LIVE LOADS AND MAY VOID WARRANTY.
A. HOT -DIPPED GALVANIZING SHALL BE PER ASTM A123.
B. PRE -GALVANIZED MATERIALS SHALL COMPLY WITH ASTM A653 - G90 MINIMUM.
9.
THIS RBI SOLAR CONSTRUCTION SET IS DESIGNED FROM PV MODULE DATA SHEET(S) PROVIDED BY THE CUSTOMER.
C. ALL STRUCTURAL HARDWARE (NOT MODULE MOUNTING HARDWARE) SHALL BE GALVANIZED.
CUSTOMER IS RESPONSIBLE FOR VERIFYING THAT THE PV MODULE(S) DELIVERED TO SITE MATCH DATA SHEET(S) PROVIDED
TO RBI SOLAR RBI SOLAR IS NOT RESPONSIBLE FOR PV MODULE DIMENSIONAL DISCREPANCIES DUE TO FURNISHED PV
MISCELLANEOUS FASTENER NOTES:
MODULES NOT MATCHING CUSTOMER FURNISHED PV MODULE DATA SHEETS.
SPECIAL FIELD INSPECTION:
1. ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE INSPECTION SHALL COMPLY
WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE REQUIREMENTS, AND LOCAL JURISDICTION. IT IS THE
OWNER/CUSTOMER'S RESPONSIBILITY TO GIVE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THE
WORK ONLY AFTER THE SPECIAL INSPECTOR'S APPROVAL.
2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY RESULT IN OWNER/CUSTOMER HAVING TO REMOVE WORK FOR THE
PURPOSE OF INSPECTION AT THE OWNER/CUSTOMER'S EXPENSE.
3. PREMATURE NOTIFICATION FOR INSPECTION WILL RESULT IN AN ADDITIONAL INSPECTION WITH ALL EXPENSES AND FEES
PAID BY THE OWNER/CUSTOMER.
4. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS. RECORDS SHALL BE FURNISHED TO THE OWNER,
ENGINEER OF RECORD, AND LOCAL JURISDICTION AS REQUIRED. ANY AND ALL DISCREPANCIES SHALL IMMEDIATELY BE
BROUGHT TO THE ATTENTION OF THE CONTRACTOR. CORRECTIONS SHALL BE MADE AND A FINAL REPORT OF INSPECTIONS
SHALL BE PROVIDED NOTING COMPLETION OF INSPECTIONS AND CORRECTIONS OF DISCREPANCIES. FAILURE TO CORRECT
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD AND THE LOCAL JURISDICTION AND MAY RESULT IN
REMOVAL OF COMPLETED WORK AND ADDITIONAL WORK TO CORRECT DISCREPANCIES AT THE CONTRACTOR'S EXPENSE.
5. AS REQUIRED (BY OWNER/CUSTOMER AND/OR E.O.R.), MINIMUM INSPECTION SHALL INCLUDE:
IBC TABLE 1705
STRUCTURAL STEEL/ALUMINUM FABRICATION
CONTINUOUS
PERIODIC
MATERIAL IDENTIFICATION
X
HIGH STRENGTH BOLTS - MATERIAL IDENTIFICATION OF BOLTS, NUTS AND WASHERS
X
WELD FILLER MATERIALS - IDENTIFICATION AND CONFIRMATION OF COMPLIANCE WITH
DESIGN DOCUMENTS
X
STRUCTURAL STEEL/ALUMINUM ERECTION
MATERIAL IDENTIFICATION
X
INSTALLATION OF HIGH STRENGTH BOLTS
X
WELDED CONNECTIONS
X
MEMBER SIZES AND PLACEMENT
X
GENERAL CONFORMANCE WITH DESIGN DOCUMENTS
X
CONCRETE CONSTRUCTION
MATERIAL IDENTIFICATION
X
MIX DESIGN VERIFICATION
X
SIZE AND PLACEMENT OF REINFORCING STEEL
X
PLACEMENT OF CONCRETE USING PROPER TECHNIQUES
X
CONCRETE SAMPLES FOR SLUMP, AIR CONTENT, TEMPERATURE, STRENGTH TESTS, ETC. IN
ACCORDANCE WITH ACI 318
X
PROPER MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES
X
FOUNDATIONS
SIZE AND LOCATION OF FOUNDATION EXCAVATIONS
X
PLACEMENT OF REINFORCING STEEL AS REQUIRED
X
WORK BY OTHERS:
1. SITE WORK AND DEVELOPMENT.
2. ALL ELECTRICAL WORK INCLUDING WIRING, CONDUIT, PANELS AND LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICAL
CONTRACTOR.
3. GROUNDING REQUIREMENTS.
4. ALL SHADING ANALYSIS AND/OR PRODUCTION ANALYSIS SHALL BE PERFORMED AND VERIFIED BY OTHERS. RBI SOLAR IS NOT
RESPONSIBLE FOR PV SYSTEM DESIGN AS IT PERTAINS TO ELECTRICAL OR PV SYSTEM PRODUCTION.
LEVEL LINE & RACK SLOPE
1. ALL BOLTS SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS.
2. ALL HARDWARE USED FOR MOUNTING PV MODULES SHALL BE STAINLESS STEEL.
3. ALL PV MODULE MOUNTING HARDWARE SHALL BE INSTALLED AND TORQUED PER MODULE MANUFACTURER'S
RECOMMENDATIONS. CONNECTIONS USING WEEB BONDING WASHERS SHALL BE PER RBI INSTALLATION MANUAL - MINIMUM
OF 12 FT-LBS FOR 5/16" MOUNTING HARDWARE AND 6 FT-LBS FOR 1/4" MOUNTING HARDWARE.
FOUNDATION/CONCRETE NOTES:
1. THE FOUNDATION DESIGN IS BASED ON FIELD TESTS PERFORMED BY RBI SOLAR DATED: 12/07/2015.
2. SOIL LAB REPORT PREPARED BY TERRACON DATED: 12/21/15.
3. CUSTOMER IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS ARE CONSISTENT WITH FINDINGS INCLUDED IN
GEOTECHNICAL REPORT, IF APPLICABLE, AND/OR FIELD TESTS PERFORMED BY RBI SOLAR. VARIATIONS IN SOIL CONDITIONS
SHALL BE REPORTED TO GEOTECHNICAL ENGINEER AND/OR ENGINEER OF RECORD RESPONSIBLE FOR FOUNDATION DESIGN
PRIOR TO INSTALLATION OF ANY FOUNDATION MATERIALS.
4. CUSTOMER IS RESPONSIBLE FOR VERIFYING CORROSION COMPATIBILITY WITH FOUNDATIONS AND/OR DRIVEN POSTS.
5. BASED ON THE REPORT FROM TERRACON DATED: 12/21/15, THERE IS NO CORROSION MITIGATION REQUIRED FOR THE
FOUNDATIONS AND/OR DRIVEN POSTS (RBI SOLAR ENGINEERS ARE NOT CORROSION ENGINEERS, THESE FINDINGS ARE IN
REFERENCE TO THE STANDARD RBI SOLAR STRUCTURAL WARRANTY.)
6. INSTALLER/CONTRACTOR SHALL COORDINATE PLACEMENT OF FOUNDATIONS AND/OR ANCHOR BOLTS PER DESIGN
DRAWINGS AND/OR MANUFACTURER'S SPECIFICATIONS.
7. RBI SOLAR, INC. DESIGNS DRIVEN -PILE AND ALTERNATIVE FOUNDATIONS BASED ON SOIL PROPERTIES OUTLINED IN
CERTIFIED GEOTECHNICAL REPORTS AND/OR DATA FROM FIELD TESTING. ALL DESIGNS ASSUME UNDISTURBED SOIL
CONDITIONS, AND DO NOT TAKE INTO ACCOUNT TRENCHING NEAR FOUNDATIONS. FOR CASES WHERE TRENCHING FOR
ELECTRICAL WORK IS AT OR NEAR A FOUNDATION, RBI SOLAR RECOMMENDS A MINIMUM OF T-0" CLEAR FROM THE EDGE OF
THE TRENCH TO THE EDGE OF THE FOUNDATION FOR "NORMAL GOOD SOIL CONDITIONS." IN CASES OF "POOR SOIL"
CONDITIONS, RBI SOLAR RECOMMENDS A MINIMUM CLEAR DISTANCE EQUAL TO OR GREATER THAN THE DEPTH OF THE
FOUNDATION. IF IN DOUBT OF SOIL CONDITIONS, RBI SOLAR RECOMMENDS CONSULTING A QUALIFIED GEOTECHNICAL
ENGINEER TO ASSESS SOIL CONDITIONS AT THE SITE,
NOTE: TRENCHING/EXCAVATION WITHIN T-0" OF ANY RACK SUPPORT POST REQUIRES REPLACING THE ORIGINAL SOIL AND
COMPACTION TO 95% STANDARD PROCTOR DENSITY. FOR FURTHER CLARIFICATION ON COMPACTION REQUIREMENTS, RBI
SOLAR RECOMMENDS CONSULTING A QUALIFIED GEOTECHNICAL ENGINEER.
DRIVEN POST REFUSAL NOTES:
NOTE: WHEN REFUSAL IS ENCOUNTERED WHILE INSTALLING DRIVEN -POST FOUNDATIONS, FOLLOW THIS PROCEDURE:
1. ATTEMPT TO DRIVE POST TO DEPTH SHOWN ON DESIGN DOCUMENTS - REFERENCE DETAIL Al/S-301.
2. IF REFUSAL IS ENCOUNTERED, EFFORTS TO DRIVE THE POST FURTHER SHOULD BE STOPPED.
3. DEPTH AND LOCATION OF ANY POST THAT DOES NOT MEET DESIGN EMBEDMENT SHALL BE RECORDED FOR ENGINEERING
REVIEW AND RECORD DRAWINGS.
4. POSTS MAY BE FIELD TESTED FOR UPLIFT CAPACITY PROVIDED A MINIMUM EMBEDMENT OF 4 FT. IS ACHIEVED PRIOR TO
REFUSAL. EMBEDMENT LESS THAN 4 FT. SHALL REQUIRE AN ALTERNATE FOUNDATION.
5. VERTICAL PULL TEST ON POSTS THAT DO NOT REACH DESIGN EMBEDMENT SHALL RESIST A MINIMUM UPLIFT FORCE OF 3550 LBS.
IF POSTS DO NOT MEET THIS MINIMUM, AN ALTERNATE FOUNDATION IS REQUIRED.
6. LATERAL TEST ON POSTS THAT DO NOT REACH DESIGN EMBEDMENT SHALL RESIST A MINIMUM LATERAL FORCE OF 2200 LBS &
THE POST SHALL REBOUND WITHIN 1/4" OF ORIGINAL LOCATION. IF POSTS DO NOT MEET THIS MINIMUM REQUIREMENT AN
ALTERNATE FOUNDATION IS REQUIRED.
7. POSTS THAT PASS THE FIELD TESTS SHALL BE CUT DOWN TO APPROPRIATE HEIGHT AND HOLES FOR POST -TOP MOUNTING
BRACKETS DRILLED IN THE TOP OF POST.
8. ALL CUT SURFACES SHALL BE PAINTED WITH BRUSH -ON GALVANIZING PAINT. RBI SOLAR DOES NOT RECOMMEND SPRAY
GALVANIZING FOR REPAIR AND PAINTING OF CUT SURFACES.
ETL CLASSIFIED:
THIS PROJECT CONTAINS RACKING LABELED AS
ETL CLASSIFIED UNDER UL SUBJECT 2703. LABELS
ARE APPLIED AT THE FACTORY ON COMPONENTS
THAT MAY BE ASSEMBLED AT THE FACTORY OR IN
THE FIELD. SEE DETAIL SHEET IN THIS DRAWING
SET FOR MORE INFORMATION.
RACK SYSTEM TOPOGRAPHIC RELATIONSHIP
KEY POINTS
1. TOP OF STRUCTURES LEVEL
2. COL LENGTHS MAY VARY THROUGHOUT
3. OSED PIER HEIGHTS MAY BE EQUAL THROUGHOUT OR MAY VARY
FLAT PLANE
LEVEL LINE
KEY POINTS
1. RACK STRUCTURE IS PARALLEL TO AVERAGE SITE GRADE
2. COLUMN LENGTHS ARE EQUAL THROUGHOUT
3. TOPS OF PIERS FOLLOW AVERAGE SITE GRADE
4. EXPOSED PIER HEIGHTS MAY VARY
FOLLOW GRADE
RBISOLAR
GM -I 0 0 L
P
n
E
NA
Classified under UL Subject 2703 for Bonding and Grounding Only
LEVEL LINE
RAC SLOPE
OPE
KEY POINTS ` p
1. RACK ST URE IS PARALLEL TO AVERAGE SITE GRADE
2. COIL LENGTHS ARE EQUAL THROUGHOUT
3. S OF PIERS FOLLOW AVERAGE SITE GRADE
EXPOSED PIER HEIGHTS MAY VARY
FOLLOW AVERAGE GRADE
'..,00 1 1
RBI SOLAR
Total Solar Service: Design * Fabrication
Installation * Parts * Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
\\111111111/!//
CARD
=0.0�ESS70 '•'jam
' a SEAL
027482
In RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
GENERAL NOTES/
MODULE
SPECIFICATION SHEETS
SHEET No.:
G=002
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POST SCHEDULE
SYMBOL
MARK
DESCRIPTION
LENGTH
PIECES
DETAIL
A
W6x9 POST
144"
585
Al/S-301
A #
IB
CUT AND DRILLED
-
114
Al/S-302
C
ALTERNATE FOUNDATION
27
Al/S-302
POST SETTING NOTES:
1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST
2. REFERENCE DETAIL Al/S-301 AND A1/3-302 FOR ADDITIONAL INFORMATION ON REQUIRED POST
EMBED DEPTHS
3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE
O228 MODULES
304 MODULES
2 — — — —
MULESQq42 OD — — — —
MODULES(jY42 — — — —
MODULES
5 380 MOD — — — —
380 MODULES
ODULES(Dm
— — — —
418 MODULES
8 — — — —
456 MODULES
0456 MODULES
— — — —
er§-yODULES
— — — —
gr§-YODULES
— — — —
GmODULES
— — — —
GmODULES
— — — —
&156 MODULES
— — — —
gr§-YODULES — — —
CmODULES
— — — —
gr§-YODULES
— — — —
gr§-YODULES
— — — —
456 MODULES
20 8284 MODULES TOTAL
BAY SCHEDULE
BAYS
PURLINS
DETAIL
TYPE
QTY.
POST -POST
DESCRIPTION
MARK
LGTH.
#/BAY
PCS.
4P2
6
13'-3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH AND 20.0°
Z4
159"
4
24
A8/S-301
TILT
4WP2
2
13'-3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1
Z4W
198 13/16"
4
8
E8/S-301
CANTILEVER WEST SIDE AND 20.00 TILT
5E2P2
20
16'-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 2
Z5E2
278 7/16"
4
80
G9/S-301
CANTILEVER EAST SIDE AND 20.00 TILT
5P2
124
16'-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH AND 20.00
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496
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2148
C8/S-301
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NOTES THIS BAY:
1. PURLINS ARE 2 3/4" x 7" x 2 3/4" Z 16 GA. GALVANIZED UNLESS NOTED OTHERWISE.
2. TOP CHORDS ARE 119 7/8" x 4" SQ.
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w
I
RBI SOLAR
Total Solar Service: Design ' Fabrication
Installation' Parts' Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
`�unlun',q
\ACAR0
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027482
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❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
COMPONENT LAYOUT 1
SHEET No.:
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DETAIL
A
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144"
214
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CUT AND DRILLED
15
Al/S-302
POST SETTING NOTES:
1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST
2. REFERENCE DETAIL Al/S-301 AND A1/3-302 FOR ADDITIONAL INFORMATION ON REQUIRED POST
EMBED DEPTHS
3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE
Al
SCALE: 1 /32" COMPONENT LAYOUT 3
=1'-0'
1 76 MODULES —
2 152 MODULES —
3 152 MODULES —
4 152 MODULES —
5 152 MODULES —
Qj��DULES
—
152 MODULES
7 — —
76 MODULES
114 MODULES
114 MODULES
10 — --
11 152 MODULES —
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13 — --
14 152 MODULES —
&152 MODULES — —
152 MODULES
16 — --
EY2356MOC�ULIfS152 MODULES _
TOTAL
BAY SCHEDULE
BAYS
PURLINS
DETAIL
TYPE
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DESCRIPTION
MARK
LGTH.
#/BAY
PCS.
4P2
17
13' 3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH AND 20.0°
Z4
159"
4
68
ASIS 301
TILT
4WP2
11
13'-3 1/4"
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Z4W
198 13/16"
4
44
E8/S-301
CANTILEVER WEST SIDE AND 20.00 TILT
5E2P2
17
16-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 2
Z5E2
278 7/16"
4
68
G9/S-301
CANTILEVER EAST SIDE AND 20.00 TILT
5P2
72
16-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH AND 20.00
Z5
198 13/16"
4
288
C10/S-301
TILT
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 2
5W2P2
6
16-7 1/16"
CANTILEVER WEST SIDE AND 20.00 TILT
Z5W2
278 7/16"
4
24
G7/S-301
6P2
89
19'-10 7/8"
JINKO JKM315P PORTRAIT MODULES 6 WIDE x 2 HIGH AND 20.00
Z6
238 5/8"
4
356
C8/S-301
1
TILT
NOTES THIS BAY:
1. PURLINS ARE 2 3/4" x 7" x 2 3/4" ZEE 16 GA. GALVANIZED UNLESS NOTED OTHERWISE.
2. TOP CHORDS ARE 119 7/8" x 4" SQ.
14 GA. GALVANIZED UNLESS NOTED OTHERWISE.
3. KNEE BRACES ARE 71 3/4" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.
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[APPROXIMATE]
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X-BRACE SCHEDULE
SYMBOL
DESCRIPTION
SETS
DETAIL
CB
2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19
WIRE ROPE WITH 4 GRIPPLE #4 WIRE CLAMPS
62
C7/S-501
w
N
E
RBI SOLAR
Total Solar Service: Design ' Fabrication
Installation' Parts' Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
0\A CArR0 ",,,�
°0'FESS7�
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027482
❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
COMPONENT LAYOUT 3
SHEET No.:
S=1 03
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POST SCHEDULE
SYMBOL
MARK
DESCRIPTION
LENGTH
PIECES
DETAIL
A
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144"
300
Al/S-301
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IB
CUT AND DRILLED
-
44
Al/S-302
C
I ALTERNATE FOUNDATION
11
Al/S-302
POST SETTING NOTES:
1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST
2. REFERENCE DETAIL Al/S-301 AND Al/S-302 FOR ADDITIONAL INFORMATION ON REQUIRED POST
EMBED DEPTHS
3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE
Al
SCALE: 1 /32"= l'-0'
COMPONENT LAYOUT 4
BAY SCHEDULE
BAYS
PURLINS
DETAIL
TYPE
QTY.
POST -POST
DESCRIPTION
MARK
LGTH.
#/BAY
PCS.
3P2
3
9'-11 7/16"
JINKO JKM315P PORTRAIT MODULES 3 WIDE x 2 HIGH AND 20.0°
Z3
119 3/16"
4
12
A10/S-301
TILT
4EP2
2
13'-3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1
Z4E
198 13/16"
4
8
E10/S-301
CANTILEVER EAST SIDE AND 20.00 TILT
4P2
72
13'-3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH AND 20.00
Z4
159"
4
288
A8/S-301
TILT
4WP2
16
13'-3 1/4"
JINKO JKM315P PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1
Z4W
198 13/16"
4
64
E8/S-301
CANTILEVER WEST SIDE AND 20.00 TILT
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 2
5E2P2
16
16-7 1/16"
CANTILEVER EAST SIDE AND 20.00 TILT
Z5E2
278 7/16"
4
64
G9/S-301
5P2
45
16-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH AND 20.00
Z5
198 13/16"
4
180
C10/S-301
TILT
5W2P2
2
16-7 1/16"
JINKO JKM315P PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 2
Z5W2
278 7/16"
4
8
G7/S-301
CANTILEVER WEST SIDE AND 20.00 TILT
6P2
181
19'-10 7/8"
JINKO JKM315P PORTRAIT MODULES 6 WIDE x 2 HIGH AND 20.00
Z6
238 5/8"
4
724
C8/S-301
TILT
NOTES THIS BAY:
1. PURLINS ARE 2 3/4" x 7" x 2 3/4" Z 16 GA. GALVANIZED UNLESS NOTED OTHERWISE.
2. TOP CHORDS ARE 119 7/8" x 4" SQ. 14 GA. GALVANIZED UNLESS NOTED OTHERWISE.
3. LOWER KNEE BRACES ARE 71 3/4" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.
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14 All A116 All A18 A19
4WP2 4P2 4P2 4P2 4P2 4P2 6P2 6P2 2 2 5P2 5P2 5P2 5E2P2
CB CB CB CB CIB it I ' P. U,N
TYP. U.N.O.
190MODULES Al A2 A3 A4 A5 A6 17 A8 AQ A1() 1
1'1 IJAA18 A19
1 9 4WP2 4P2 4P2 4P2 4P2 4P2 6P2 6P2 6P2 6P2 2 5P2 5P2 5P2 5E2P2
CB CB CB CB
152 MODULES A l A 2 A 3 A 4 A 5 JA F A Q A A 11) All A l'?
20 4WP2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 A 1/5E2P214
w
CB CB CB CB U
152 MODULES w
Al A2 A3 f
A5 t
A7 �� f
TT� qa A11) Al'I Al'? A .3 A14 a_ Q
L 4WP2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5E2P2 = 3: w
OX
CB CB �r CB CB 1 � N O
MODULES Al A2 A3 A4 A5 AF A7 AR AQ A111 All Al.? Bl3 A14 bowQjL2
4WP2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5E2P2 z }
CB CB CB CB CB w ~
23 228 MODULES — — TTTT a T1Tr rTTT,f�r _ ~
Al A2 A3 A . A5 AF A7 f
g111 Al'1 Al'� A13 Al<I Al5 B11 Al'' A1,3 Al') A�1) A21
4WP2 5P2 5P2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5P2 5P2 5E2P2
CB CB CB CB CB
-r--� ,-,--r r T
24 228 MODULES — — A l A 2 A 3 A 4 A 5 A F A 7 f f All) A 1'1 A l'? All
f
< 111;
c 14i A T' A 1,3 B l() 42
1) B 21
4WP2 5P2 5P2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5P2 5P25E2P2
CB CB CB CB CB
A l A 2 A 3 A 4 Tr A 5 A F C 7 B R g a g 111 A l'1 B 19 B l'3 B l<< B l5 B 113 B 1'r B 1,3 B 1,. B �1) � B 21
O�MODULES4WP2 4P2 4P2 6P 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P 6P 6P 5P2 5P2 5E2P2
CB CB CB CB CB
228 MODULES A l A 2 A 4 A 5 A F A 7 B R C Q B 11) B l'1 B l'? A l'3 Bid C 11; C 14i B l'' B lA B lq B �1) B 21
2 6 4WP2 4P2 6P2� 6P2 6P2 6P2 6P2� 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5P2 5E2P2
CB CB CB CB
152MODULE0 Al A2 A3 A4 B.5 BF C. CR CQ Bl1) C1.1 Bl2
- - - Bl3 614
5W2P2 5P2 6P2 6P2 6P 6P2 6P2 6P2 6P2 5P2 5P2 5P2 5E2P2
CB CB CB CB
190MODULES Al A2 A3 A4 A5 AF A7 AR Ba g111 A1'1 A1'? A1'3 A14 A11; A1f3 B17
2 8 5W2P2 5P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 6P2 5P2 5P2 5E2P2
CB CB CB CB CB
228 MODULES A l A 2 A 3 A 4 A 5 WI IW1 I I 1141111 141111146111 1WI I I IIAI I 1 1611 11 1111I 1111WAIIII61 I Ilfil A A 1() C 2() B 21
29 4WP2 4P2 4P2 U25P2 5P2 5E2P2
CB CB CB CB CB
&28 MODULES — — — — A 1 A 2ILI1W11WI1UIIIAI16IIJAII 11. 4I f
3 A 1_) B 2() A 21
4WP2 4P2 2 2 5P2 5P2 5E2P2
CB CB CB CB CB
228 MODULES A l A 2 A l%3 ll()
f
1) A 21
2M 6P2 5P2 5P25E2P2
CB CB CB CB CB
228 MODULES A l A 2 A 3 A 6�B 1'' A lA A 1�a A 211 A 21
32 L 4WP2 4P2 4P 2 P2 , , 5P2 , 5E2P2
CB CB CB CB CB CB
33 228 MODULES — — — — — A l A 2 A 3 A 4 A 5 A F4IILI14�11III1jjI1hjIIJ1I1jjIIIJIILJI A l!) A 21) A 2'1 A 22
4WP2 4P2 4P2 4P2 4P2 4P2 2 6P2 5P2 5P2 5E2P2
CB CB CB CB CB CB CB
228 MODULES A l A 2 A 3 A 4 A 5 f A 7 A R IIIA Q A 11) A l'1 A l'� A l A l A 1,A l_ A l q 1,3 g lsa A �I) A �'1 A �'� A 23 A �4 A �'i A �B B T A �,3 A 29
4WP2 4P2 4P2 4P2 4P24P2 4P2 14P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4EP2
CB CB CB CB CB CB
35 1" MODULES _ — — — — — — — — A l A 2 A 3 A 4 A 5 A F A 7 A R A Q All) All '1 A l'� A l3 A l4 All 'i A 113 All � A l,3 A l2 A ?i) A 21 A 2'� A 23 A 24 Al'
3648 M ODULES TOTAL 4WP2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 4P2 3P2 3P2 3P2 4EP2
X-BRACE SCHEDULE
SYMBOL
DESCRIPTION
SETS
DETAIL
CB
2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19
WIRE ROPE WITH 4 GRIPPLE #4 WIRE CLAMPS
89
C7/S-501
N
S
E
RBI SOLAR
Total Solar Service: Design ' Fabrication
Installation' Parts' Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
`01%11 IIIlift,,�'
N CAR
O,.'FESS7p'.�7,
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a SEAL
027482 _=
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❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
COMPONENT LAYOUT 4
SHEET No.:
S=1 04
■
i7
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■
n
7

II
I
I
i
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c
0
M
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0E
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J
m�
Al
SCALE: RACK SECTION
I
12'-11 Y,;"
20'
LO
G7 5W2 P2
SCALE: PLAN VIEW
16'-7Y6"
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST
J I V I I
16-7&"
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST
POST
Z5E2 (4)
Z5E2 (3)
Z5E2 (2)
Z5E2 (1)
G9 5E2P2
SCALE: PLAN VIEW
13'-3Y4"
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST POST
Z4W (3)
Z4W (2)
Z4W (1)
Z4W (4)
Es 4WP2
SCALE: PLAN VIEW
19'-107
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST POST
Z6 (4)
13'-3%"
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST
POST
Z4E (4)
Z4E (3)
Z4E (2)
Z4E (1)
E10 4EP2
SCALE: PLAN VIEW
16'-7%6"
LENGTH DETERMINED BY
PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION
POST
Z5 (4)
Z5 (3)
Z5 (2)
Z5 (1)
C8 6P2 c10 5P2
SCALE: PLAN VIEW SCALE: PLAN VIEW
13'-3Y4" 9'-11 7/ 6"
LENGTH DETERMINED BY LENGTH DETERMINED BY
PV MODULE DIMENSIONS PV MODULE DIMENSIONS
IN PORTRAIT ORIENTATION IN PORTRAIT ORIENTATION
POST
Z4 (4)
Z4 (3)
Z4 (2)
Z4 (1)
L POST
POST
Z3 (4)
Z3 (3)
Z3 (2)
Z3 (1)
L POST
As 4P2 A10 3P2
SCALE: PLAN VIEW SCALE: PLAN VIEW
7 2 A F 7 1 Q 1 0 1 1 (1 1 11
L POST
RBI SOLAR
Total Solar Service: Design " Fabrication
Installation' Parts' Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
"0\A CA,f ,
'a SEAL
027482
❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
RACK SECTION
& BAY PLAN VIEWS
SHEET No.:
S=301

1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11
N
O
M
0E
Q
J
7-
0
N
O
N
V
L /
w
0
J
a-
w
Y
J
0
w
w
am
11 m
Jm
Al CONCRETE PIER
SCALE: FOUNDATION SECTION
1" = 1'-0'
1
F
I
QJ 1 '-0"
1
C�
FOOTING SCHEDULE
TYPE
LENGTH x WIDTH
DEPTH
REINFORCING PARALLEL TO
POST WEB AND POST CUT-OFF
REINFORCING PERPENDICULAR TO
POST WEB AND POST CUT-OFF
NORTH ZONES
5-6" x 5-6"
V-6"
(4) #4 BARS T&B OR (4) #5 BARS T&B
(6) #4 BARS T&B OR (4) #5 BARS T&B
ALL OTHER ZONES
5-3" x 5-3"
V-6"
(4) #4 BARS T&B OR (4) #5 BARS T&B
(6) #4 BARS T&B OR (4) #5 BARS T&B
NOTE: ALL REINFORCING TO HAVE 3" MINIMUM COVER
A8
S-302
POST PER POST
SCHEDULE ON SHEETS
(S-101)-(S-104)
FOR ODD # OF BARS, OFFSET
TOP CENTER BAR AS SHOWN
FOR ODD # OF BARS, BOTTOM
CENTER BAR STAYS
CENTERED AS SHOWN
PARTIAL LENGTH OF EXCESS
POST CUT AND BOLTED TO
BOTTOM OF REMAINING POST
W/ 2"x2"xC LONG 10 GA. CLIP
ANGLE AND (4) 01/2" BOLTS
OR APPROVED EQUIVALENT
C8
S-302
LENGTH
REINFORCING PARALLEL TO POST WEB
SEE FOOTING SCHEDULE
CONCRETE FOOTING
NOTE:
REINFORCING SHOWN MAY NOT REPRESENT THE ACTUAL REINFORCING REQUIRED.
SEE FOOTING SCHEDULE FOR REQUIRED REINFORCING.
PROVIDE MINIMUM 3" COVER FOR ALL REINFORCEMENT.
E$ SPREAD FOOTER
1 CALEO: FOUNDATION PLAN
POST PER POST
SCHEDULE ON SHEETS
(S-101) - (S-104)
CONCRETE FOOTING
GRADE
REINFORCING PER '-Tj
FOOTING SCHEDULE
HOLD TIGHT TO TOP &
BOTTOM OF HORIZONTAL
POST CUT-OFF
C8 SPREAD FOOTER
SCALE: FOUNDATION SECTION
1"=1'0'
POST PER POST
SCHEDULE ON SHEETS
(S-101)-(S-104)
CONCRETE FOOTING
GRADE
REINFORCING PER
FOOTING SCHEDULE =11
HOLD TIGHT TO TOP &
BOTTOM OF HORIZONTAL
POST CUT-OFF
A8 SPREAD FOOTER
SCALE: FOUNDATION SECTION
F 7 Q
d ° .
a a.
°
v
° °
Zi
LENGTH
PER FOOTING SCHEDULE
EXCESS POST CUT-OFF
a TI-i
I I=11I
— a I I � �I I
I I=11
EXCESS POST CUT-OFF
II II TI'IT'Ilil
a a 1 a
IIIII-
a a a
a
a
a a
3" REINFORCING & CUT-OFF POST LENGTH = 3"
(OVERALL WIDTH - 6")
WIDTH
PER FOOTING SCHEDULE
Lu
0
ULu
J
RBI SOLAR
Total Solar Service: Design ' Fabrication
Installation ` Parts ` Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
\�\\1111111111//��
\A .CA RO
a SEAL
027482
'' SINE •�
7
II
❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
ALTERNATE FOUNDATION
DETAILS AND SCHEDULE
SHEET No.:
S=302
0 1 in

A n n A r n 7 (l !1 A /1 A A
c
I G J
i
i
I
/
1/2" x 5" HH /
GALVANIZED /
BOLT & NUT /
[2GB50X500HH]
/
/
I
TOP CHORD PER
BAY SCHEDULE
12 GA. GALVANIZED
STEEL KNEE BRACE
U-CLIP `SO491501
mm
A2 KNEE BRACE TO TOP
SCALE: CHORD CONNECTION DETAIL
1/2" x 3" HH
GALVANIZED
BOLT & NUT
[2GB50X300HH]
KNEE BRACE PER
BAY SCHEDULE]
WEEB-11.
INSTALL WEEB WITH LABEL
O O
FACING UP AND ORIENTED IN
SLOT AS SHOWN
LINE OF 3/8" x 3/4"
RECTANGULAR PUNCHED
j:=
PEDETLLISTED
HOLE (SLOT) IN PURLIN BELOW
THE 4 WEEB 'LEGS' SHOULD
CONTACT EDGE OF SLOT
NOTE: WEEB SHOULD FIT SNUGLY
IN SLOT
FOR USE WITH 5/16" HARDWARE
(1 PER PV MODULE)
WEEB-UIR INSTALL WEEB WITH LABEL
FACING UP AS SHOWN
LINE OF 3/8" x 3/4"
WILEY
80
RECTANGULAR PUNCHED
7Z:7
HOLE (SLOT) IN PURLIN BELOW
WEEB 'TEETH' SHOULD BE
ORIENTED UP TO EMBED IN
ETL LISTED
PV MODULE FRAME
NOTE: WEEB MAY ROTATE DURING FASTENER TIGHTENING
FOR USE WITH 1/4" HARDWARE
(1 PER PV MODULE)
F5
WEEB PV MODULE
BONDING WASHER
DETAIL
SCALE:
NONE
(2) 1/2" x 5" HH GALV.
THRU BOLT & NUT
(TYP.) [2GB50X500HH]
(6) 1/2" x 1 1/4" HH GALV.
BOLT & NUT [2GB50X125HH]
(12) 1/2" GALV. WASHERS
(TYP.) [2W50PLTD]
(2) 10 GA. GALV. POST
MOUNTING BRACKET
TOP CHORD PER
®
BAY SCHEDULE
(1) 12 GA. GALV. TOP
CHORD MOUNTING
-�
BRACKET [S702120]
POST PER POST
- -
///F SCHEDULE
0
D5 TOP CHORD TO POST
SCALE: CONNECTION DETAIL
(2) #12 x 1 1/4" HEX HD
TEK SCREW
[2GT12X125HH45]
INSTALL ONLY AFTER
POST TOP ASSEMBLY
IS SQUARE
KNEE BRACE PER
BAY SCHEDULE
1/2" x 3" HH GALVANIZED
BOLT & NUT
[2GB50X300HH]
12 GA. GALVANIZED
KNEE BRACE CLIP
EACH SIDE [S7041]
(2) 1/2" x 1 1/4" HH
GALVANIZED
BOLT & NUT PER CLIP
[2GB50X125HH]
POST PER POST
SCHEDULE
1
5/16" X 3/4" HH S.S. BOLT
[2SSB31X075HHAS]
5/16" S.S. WASHER
[2W31 SS]
PV MODULE FRAME
WEEB-11.5
[l EL-WEEB11-5]
SEE DETAIL F5/S-501
Z - PURLIN PER
BAY SCHEDULE
7/16" S.S. WASHER
[2W43SS]
5/16" S.S FLANGE NUT
[2NUT31 SS -FL]
Q�
�O
5
QO
E7 PV MODULE TO E9 TRANSVERSE PURLIN
NONE' PURLIN CONNECTION DETAIL 6SCALE6: CONNECTION DETAIL
RACK STRUCTURE _
N
POST PER POST SCHEDULE -
X-BRACING PER
X-BRACING SCHEDULE
A7
S-501
LINE OF GRADE OR
TOP OF BASE PLATE
N
NOTE: X-BRACING IS LOCATED ON THE
DOWN SLOPE SIDE OF THE POSTS.
C7 I X-BRACING
SCALE:
112" = ELEVATION
1'-0'
POST PER POST
SCHEDULE
X-BRACING PER X-BRACING SCHEDULE
INSTALLED IN FIELD DRILLED MIN. 01/4"
HOLE WITH 3/4" MIN. EDGE DISTANCE Ji
a
0
J
U Z
GRIPPLE #4 Q o
WIRE CLAMP
6" MAX.
NOTE: X-BRACING IS LOCATED ON THE DOWN SLOPE SIDE OF THE POSTS
A5 KNEE BRACE TO POST A7 X-BRACE TO POST
SCALE: CONNECTION DETAIL 6SCALE6: CONNECTION DETAIL
a 1 a 7 1 Q
E7 TYP.
S-501 /„
A9 LONGITUDINAL PURLIN
SCALE: CONNECTION DETAIL
0 1 1n
PV MODULE
Z-PURLIN PER BAY SCHEDULE
1/2" x 1 1/4" HH GALVANIZED BOLT &
NUT (TYP.) [2GB50X125HH] ORIENT
AS SHOWN TO ALLOW MODULE
HARDWARE INSTALLATION
(2) ETL CLASSIFIED LABELED
PURLIN BRACKETS PER
ROW. INSTALLED AT EYE
LEVEL AT BOTH ENDS OF
EVERY ROW
BOLT ORIENTATION SHOWN TO
ALLOW PURLIN TO BE USED FOR
WIRE MANAGEMENT
PURLIN MOUNTING BRACKET
[S7045]
1/2" x 5" HH GALVANIZED
THRU BOLT & NUT (TYP.)
[2GB50X500HH]
TOP CHORD PER
BAY SCHEDULE
USE 1/4" THICK SPACING PLATE AS
DIRECTED IN INSTALLATION MANUAL
TO MAINTAIN 1/4" PURLIN GAP DURING
INSTALLATION
PV MODULE (TYP.)
1/2" x 1 1/4" HH GALVANIZED
BOLT & NUT (TYP.)
[2GB50X125HH]
PURLIN PER
BAY SCHEDULE
PURLIN MOUNTING
BRACKET [S7045]
BEHIND
1/2" x 5" HH GALVANIZED
THRU BOLT & NUT
(TYP.) [2GB50X500HH]
TOP CHORD PER
BAY SCHEDULE
RBI SOLAR
Total Solar Service: Design ' Fabrication
Installation ` Parts ` Repair Service
5513 VINE STREET
CINCINNATI, OH 45217
513.242.2051
FAX: [phone]
❑ PROFESSIONAL SEAL
ENGINEER'S SEAL APPLIES TO DESIGN
OF STRUCTURAL COMPONENTS ONLY
`x�����i11llirrrrr,i
(F OO�
S S
a SEAL
027482
❑ RELEASE RECORD
07
04/07/16
AS -BUILT SET
6
12/15/15
100% SEALED SET
05
12/11/15
REV. CONSTRUCTION SET
04
11/03/15
CONSTRUCTION SET
03
10/20/15
PERMIT SET
02
09/15/15
PERMIT SET
01
09/10/15
PRELIMINARY LAYOUT
MARK
DATE
DESCRIPTION
❑ PROJECT INFORMATION
TITLE & ADDRESS:
SNOW CAMP SOLAR, LLC
9200 SNOW CAMP ROAD
SNOW CAMP, NC 27349
RBI SOLAR PROJECT No.:
153325
DRAWN BY:
REVIEWED BY:
AW
BDS/CN
SHEET TITLE:
DETAILS
SHEET No.:
S=501