PHOTOVOLTAIC MODULE GROUND MOUNT SYSTEM · corrections shall be made and a final report of ... #12...

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Total Solar Service: Design * FabricationInstallation * Parts * Repair Service

5513 VINE STREETCINCINNATI, OH 45217

513.242.2051FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD

ENGINEER'S SEAL APPLIES TO DESIGNOF STRUCTURAL COMPONENTS ONLY

SHEET No.:

SHEET TITLE:

DRAWN BY: REVIEWED BY:

RBI SOLAR PROJECT No.:

TITLE & ADDRESS:

PROJECT INFORMATION

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TITCOMB LANDFILLSOUTH HUNT RD RTE 150AMESBURY, MA 01913

153871

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GROUNDMOUNTLANDFILLSTRUCTURESOLAR CANOPYROOFMOUNTFOR

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COVER SHEET

EDM AW/BDS

1 1/11/16 PRELIMINARY REVIEW

2 1/13/16 PERMIT SET

3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

IBC 2009 / MASSACHUSETTS 780 CMR 8th EDITION

DESIGN LOADS:

1. DEAD LOADS:STRUCTURE: 2.0 PSFGLAZING: 3.0 PSF

Σ = 5.0 PSF

2. ROOF LIVE LOAD = 0 PSF

3. SNOW LOAD:Pg = 50.0 PSF (GROUND SNOW)Pf = 33.6 PSF (FLAT ROOF SNOW)Ps = 28.7 PSF (SLOPED ROOF SNOW)Ce = 1.00Ct = 1.20Cs = 0.91Is = 0.80

4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM)V = 105 MPHBUILDING CATEGORY: IIw = 0.77EXPOSURE: C

5. SEISMIC:Ss = 0.031S1 = 0.071Sds = 0.321Sd1 = 0.114

OCCUPANCY CATEGORY: IIeq = 1.00SITE CLASS: DSEISMIC DESIGN CATEGORY: BSEISMIC FORCE RESISTING SYSTEM =

CANTILEVERED COLUMN SYSTEMDESIGN BASE SHEAR: V = 0.128 W

Cs = 0.128R = 2.5

EQUIVALENT LATERAL FORCE ANALYSIS

PHOTOVOLTAIC MODULEGROUND MOUNT SYSTEM

FOR

AT

GOVERNING CODE

SITE PLAN OVERLAY

SYSTEM SPECIFICATIONS

TITCOMB LANDFILLSOUTH HUNT RD RTE 150

AMESBURY, MA 01913

SHEET INDEXSHEET SHEET DESCRIPTION

G-001 COVER SHEET

G-002 GENERAL NOTES/MODULE SPECIFICATION SHEETS

S-101 COMPONENT LAYOUT "A"

S-102 COMPONENT LAYOUT "B"

S-301 RACK SECTION & BAY PLAN VIEWS

S-302 BALLAST BLOCK DETAILS & SCHEDULE

S-501 DETAILS

SYMBOLS LEGEND

ELEVATIONELEVATION IDSHEET NUMBER

--

NORTH ARROW

TITLESCALE:

--

TITLELOCATIONELEVATION

DETAILDETAIL IDSHEET NUMBER

--

--

SECTIONSECTION IDSHEET NUMBER

RBI SOLAR RACK MODEL: GM-IAZ

IMUT

H

180°

AZIM

UTH

180°

NOTE:THIS SUBMITTAL/CONSTRUCTION SET WAS PRODUCED FROM DOCUMENTS RECEIVED FROMCUSTOMER ON 1/06/16.

PV MODULE MFR. TRINA SOLAR

PV MODULE MODEL # TSM-PD14 315W

# OF ACTIVE PV MODULES 9864

# OF SPARE PV MODULES 0

TOTAL # OF PV MODULES 9864

TOTAL PV SYSTEM WATTS 3.107 MW DC

ARRAY TYPE FIXED TILT

ARRAY TILT 20°

TOTAL # OF BALLAST 1171

ARRAY ROW SPACING 24'-3 1/8"

INTER-ROW SPACE 12'-1 1/2"

MINIMUM MODULE CLEARANCE 2'-6"

ARRAY AZIMUTH 180° (NOT ADJUSTED FOR MAGNETIC DECLINATION)

NOTE: GOOGLE EARTH© IMAGE IS FOR REFERENCE ONLY.

A1S-101

A1S-102

12'-1

1 2"TY

P. I

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R-R

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AC

E24

'-31 8"

TYP

. RO

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PA

CIN

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812'

-95 16

"A

PP

RO

XIM

ATE

827'-21316"

APPROXIMATE

ETL CLASSIFIED:

THIS PROJECT CONTAINS RACKING LABELED AS ETL CLASSIFIEDUNDER UL SUBJECT 2703. LABELS ARE APPLIED AT THE FACTORYON COMPONENTS THAT MAY BE ASSEMBLED AT THE FACTORY ORIN THE FIELD. SEE DETAIL SHEET IN THIS DRAWING SET FOR MOREINFORMATION.

Classified under UL Subject 2703 for Bonding and Grounding Only

NA

NOV. 2013GM-I

L I S T E D

RBI SOLAR

EXAMPLE



513.242.2051FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD


SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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153871

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GENERAL NOTES/MODULESPECIFICATION SHEETS

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

GENERAL/CONSTRUCTION/SAFETY:

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION CODE AND THE PROJECTSPECIFICATIONS.

2. LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3. DIMENSIONS SHOWN ON PLAN SHALL BE VERIFIED IN FIELD.

4. LAYOUT IS SUBJECT TO CHANGE PER REQUEST AND/OR EXISTING CONDITIONS IN THE FIELD.

5. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OFCONSTRUCTION SELECTED BY CONTRACTOR.

6. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY UNEXPECTEDCONDITIONS OR DISCREPANCIES WITH THE DESIGN DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TOINSTALLATION OR ERECTION OF MATERIALS.

7. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETYBUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE.

8. NO PERSONNEL SHALL STEP OR STAND ON PHOTOVOLTAIC (PV) MODULES (SOLAR PANELS) AT ANY TIME. RACK STRUCTUREAND PV MODULES ARE NOT DESIGNED FOR LIVE LOADS AND MAY VOID WARRANTY.

9. THIS RBI SOLAR CONSTRUCTION SET IS DESIGNED FROM PV MODULE DATA SHEET(S) PROVIDED BY THE CUSTOMER.CUSTOMER IS RESPONSIBLE FOR VERIFYING THAT THE PV MODULE(S) DELIVERED TO SITE MATCH DATA SHEET(S) PROVIDEDTO RBI SOLAR. RBI SOLAR IS NOT RESPONSIBLE FOR PV MODULE DIMENSIONAL DISCREPANCIES DUE TO FURNISHED PVMODULES NOT MATCHING CUSTOMER FURNISHED PV MODULE DATA SHEETS.

SPECIAL FIELD INSPECTION:

SPECIAL INSPECTION NOT REQUIRED BY RBI SOLAR. AS REQUIRED BY OWNER/CUSTOMER AND/OR AUTHORITY HAVING JURISDICTION,MINIMUM INSPECTION SHALL INCLUDE THE FOLLOWING NOTES AND TABLE:

1. ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE INSPECTION SHALL COMPLYWITH THE CONTRACT DOCUMENTS, THE BUILDING CODE REQUIREMENTS, AND LOCAL JURISDICTION. IT IS THEOWNER/CUSTOMER'S RESPONSIBILITY TO GIVE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THEWORK ONLY AFTER THE SPECIAL INSPECTOR'S APPROVAL.

2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY RESULT IN OWNER/CUSTOMER HAVING TO REMOVE WORK FOR THEPURPOSE OF INSPECTION AT THE OWNER'S/CUSTOMER'S EXPENSE.

3. PREMATURE NOTIFICATION FOR INSPECTION WILL RESULT IN AN ADDITIONAL INSPECTION WITH ALL EXPENSES AND FEESPAID 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 BEBROUGHT TO THE ATTENTION OF THE CONTRACTOR. CORRECTIONS SHALL BE MADE AND A FINAL REPORT OF INSPECTIONSSHALL BE PROVIDED NOTING COMPLETION OF INSPECTIONS AND CORRECTIONS OF DISCREPANCIES. FAILURE TO CORRECTDISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD AND THE LOCAL JURISDICTION AND MAY RESULT INREMOVAL OF COMPLETED WORK AND ADDITIONAL WORK TO CORRECT DISCREPANCIES AT THE CONTRACTOR'S EXPENSE.

STRUCTURAL STEEL:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OFAISC "MANUAL OF STEEL CONSTRUCTION." LIGHT GAGE COLD-FORMED SECTIONS SHALL CONFORM TO LATEST VERSION OFAISI SPECIFICATIONS FOR COLD-FORMED STEEL STRUCTURAL MEMBERS.

2. MATERIALS:

A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 50, FY = 50 KSI MINIMUMB. PLATES: ASTM A36C. TUBULAR SHAPES: ASTM A500 GRADE B, FY = 50 KSI MINIMUMD. FIELD BOLTS (TYP. U.N.O): SAE J429 GRADE 5E. SCREWS: #12 TEKS - GALVANIZED

3. TEK SCREWS ARE TO BE INSTALLED USING A 2500 RPM MAX. NON-IMPACTING VARIABLE SPEED DRILL WITH CLUTCH OUT.

4. REFER TO THE RBI SOLAR MANUAL "GROUND MOUNT SYSTEM MODEL GM-I ASSEMBLY INSTRUCTIONS", VERSION 11, FORSTRUCTURAL CONNECTION TORQUE VALUES.

5. ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICAN WELD SOCIETY'SSPECIFICATIONS - AWS D1.1. ELECTRODES SHALL BE E70 SERIES UNLESS NOTED OTHERWISE.

6. GALVANIZING SPECIFICATIONS - GALVANIZING SHALL BE PER CONTRACT DOCUMENTS

A. HOT-DIPPED GALVANIZING SHALL BE PER ASTM A123.B. PRE-GALVANIZED MATERIALS SHALL COMPLY WITH ASTM A653 - G90 MINIMUM.C. ALL STRUCTURAL HARDWARE (NOT MODULE MOUNTING HARDWARE) SHALL BE GALVANIZED.

MISCELLANEOUS FASTENER NOTES:

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'SRECOMMENDATIONS. CONNECTIONS USING WEEB BONDING WASHERS SHALL BE PER RBI INSTALLATION MANUAL - MINIMUMOF 12 FT-LBS FOR 5/16" MOUNTING HARDWARE AND 6 FT-LBS FOR 1/4" MOUNTING HARDWARE.

WORK BY OTHERS:

1. SITE WORK AND DEVELOPMENT.

2. ALL ELECTRICAL WORK INCLUDING WIRING, CONDUIT, PANELS AND LIGHTS TO BE FURNISHED AND INSTALLED BY ELECTRICALCONTRACTOR.

3. GROUNDING REQUIREMENTS.

4. ALL SHADING ANALYSIS AND/OR PRODUCTION ANALYSIS SHALL BE PERFORMED AND VERIFIED BY OTHERS. RBI SOLAR IS NOTRESPONSIBLE FOR PV SYSTEM DESIGN AS IT PERTAINS TO ELECTRICAL OR PV SYSTEM PRODUCTION.

GENERAL NOTESMODULE SPECIFICATION SHEETS

KEY POINTS1. RACK STRUCTURE IS PARALLEL TO SITE GRADE2. COLUMN LENGTHS ARE EQUAL THROUGHOUT3. TOPS OF PIERS FOLLOW SITE GRADE4. EXPOSED PIER HEIGHTS MAY VARY

LEVEL LINE

KEY POINTS1. TOP OF RACK STRUCTURE IS LEVEL2. COLUMN LENGTHS MAY VARY THROUGHOUT3. EXPOSED PIER HEIGHTS MAY VARY

LEVEL LINE & RACK SLOPE

RACK SYSTEM TOPOGRAPHIC RELATIONSHIP

FLAT PLANE FOLLOW GRADE

KEY POINTS1. RACK STRUCTURE IS PARALLEL TO AVERAGE SITE GRADE2. COLUMN LENGTHS MAY VARY THROUGHOUT3. TOPS OF PIERS FOLLOW AVERAGE SITE GRADE4. EXPOSED PIER HEIGHTS MAY VARY

LEVEL LINE

RACK SLOPE

FOLLOW AVERAGE GRADE

RACK SLOPE VARIES

NOT USED

NOT USED

IBC TABLE 1705STRUCTURAL 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 WITHDESIGN DOCUMENTS

X

STRUCTURAL STEEL/ALUMINUM ERECTION


INSTALLATION OF HIGH STRENGTH BOLTS X

WELDED CONNECTIONS X

MEMBER SIZES AND PLACEMENT X

GENERAL CONFORMANCE WITH DESIGN DOCUMENTS X

CONCRETE CONSTRUCTION


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. INACCORDANCE 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

FOUNDATION/CONCRETE NOTES:

1. THE FOUNDATION DESIGN IS BASED ON ASSUMED VALUES.

2. CONCRETE SPECIFICATIONS:CONCRETE STRENGTH: 2500 PSI @ 28 DAYS AIR CONTENT: 4-6%MINIMUM COVER: AS NOTED OR 3" ADJACENT TO EARTH AGGREGATE SIZE: 3/4" MAXIMUM

3. CUSTOMER IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS ARE CONSISTENT WITH FINDINGS INCLUDED INGEOTECHNICAL REPORT, IF APPLICABLE, AND/OR FIELD TESTS PERFORMED BY RBI SOLAR. VARIATIONS IN SOIL CONDITIONSSHALL BE REPORTED TO GEOTECHNICAL ENGINEER AND/OR ENGINEER OF RECORD RESPONSIBLE FOR FOUNDATION DESIGNPRIOR TO INSTALLATION OF ANY FOUNDATION MATERIALS.

4. CUSTOMER IS RESPONSIBLE FOR VERIFYING CORROSION COMPATIBILITY WITH FOUNDATIONS AND/OR DRIVEN POSTS.

5. INSTALLER/CONTRACTOR SHALL COORDINATE PLACEMENT OF FOUNDATIONS AND/OR ANCHOR BOLTS PER DESIGNDRAWINGS AND/OR MANUFACTURER'S SPECIFICATIONS.

6. RBI SOLAR, INC. DESIGNS DRIVEN-PILE AND ALTERNATIVE FOUNDATIONS BASED ON SOIL PROPERTIES OUTLINED INCERTIFIED GEOTECHNICAL REPORTS AND/OR DATA FROM FIELD TESTING. ALL DESIGNS ASSUME UNDISTURBED SOILCONDITIONS, AND DO NOT TAKE INTO ACCOUNT TRENCHING NEAR FOUNDATIONS. FOR CASES WHERE TRENCHING FORELECTRICAL WORK IS AT OR NEAR A FOUNDATION, RBI SOLAR RECOMMENDS A MINIMUM OF 3'-0” CLEAR FROM THE EDGE OFTHE 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 THEFOUNDATION. IF IN DOUBT OF SOIL CONDITIONS, RBI SOLAR RECOMMENDS CONSULTING A QUALIFIED GEOTECHNICALENGINEER TO ASSESS SOIL CONDITIONS AT THE SITE.

NOTE: TRENCHING/EXCAVATION WITHIN 3'-0” OF ANY RACK SUPPORT POST REQUIRES REPLACING THE ORIGINAL SOIL ANDCOMPACTION TO 95% STANDARD PROCTOR DENSITY. FOR FURTHER CLARIFICATION ON COMPACTION REQUIREMENTS, RBISOLAR RECOMMENDS CONSULTING A QUALIFIED GEOTECHNICAL ENGINEER.

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5P28B

5P27B

5P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP250A

4P249A

4P248A

5P247A

4P246A

4WP244A 45A

4EP243A

4P242A

5P241A

5P240B

5P239B

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

4P223B

4WP221B 22B

4EP220B

4P219B

5P218B

5P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

4P26B

4P25A

4P24A

4P23A

4WP21A 2A

4WP221B 22B

4EP220B

4P219B

5P218B

5P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

4P26B

4P25B

4P24B

4P23A

4WP21A 2A

4EP243A

4P242A

5P241A

5P240B

5P239B

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

4P223B

4EP248A

4P247A

4P246A

4WP244A 45A

4EP230A

3P229A

4P228A

4P227B

4P226B

4P225B

4P224A

4P223A

4P222A

4P221A

4WP219A 20A

4EP218A

4P217A

4P216A

4P215B

5P214B

5P213B

4P212B

4WP210A 11A

4EP29B

5P28B

5P27B

4P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP230A

3P229A

3P228A

4P227B

4P226A

4P225A

4P224A

4P223A

4WP221A 22A

4EP220A

4P219A

4P218A

4P217B

4P216B

5P215B

5P214B

5P213B

4P212B

4WP210A 11A

4EP29B

5P28B

5P27B

4P26B

4P25B

4P24B

4P23A

4WP21A 2A

4EP232A

3P231A

3P230A

3P229A

4P228A

4P227A

4WP225A 26A

4EP224A

4P223A

4P222A

4P221A

4P220A

4P219A

4P218B

5P217B

5P216B

5P215B

5P214B

5P213B

4P212B

4WP210B 11B

4EP29B

5P28B

5P27B

4P26B

4P25B

4P24B

4P23A

4WP21A 2A



513.242.2051FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD


SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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DATE DESCRIPTION

FOR

GR

OU

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MO

UN

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153871

MARK


TRACKER

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

6

H

1 4

G

102 73 85 9 11

SOLA

R C

AN

OPY

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AY

OU

T: S

-101

S-101

COMPONENT LAYOUT "A"

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

SCALE: COMPONENT LAYOUT "A"A1

AZIM

UTH

180°

1/32" = 1'-0"

BAY SCHEDULEBAYS PURLINS

DETAILTYPE QTY. POST-POST DESCRIPTION MARK LGTH. #/BAY PCS.

3EP2 1 SEE BAY PLAN Trina 315W PORTRAIT MODULES 3 WIDE x 2 HIGH WITH 1CANTILEVER EAST SIDE AND 20.0° TILT Z3E 158 7/8" 4 4 A8/S-301

3P2 26 SEE BAY PLAN Trina 315W PORTRAIT MODULES 3 WIDE x 2 HIGH AND 20.0° TILT Z3 119 1/16" 4 104 A10/S-301

4EP2 52 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1CANTILEVER EAST SIDE AND 20.0° TILT Z4E 198 5/8" 4 208 C8/S-301

4P2 216 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH AND 20.0° TILT Z4 158 7/8" 4 864 C10/S-301

4WP2 53 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1CANTILEVER WEST SIDE AND 20.0° TILT Z4W 198 5/8" 4 212 E10/S-301

5P2 181 SEE BAY PLAN Trina 315W PORTRAIT MODULES 5 WIDE x 2 HIGH AND 20.0° TILT Z5 198 5/8" 4 724 E8/S-301

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 131 7/8" x 4" SQ. 14 GA. GALVANIZED UNLESS NOTED OTHERWISE.3. KNEE BRACES ARE 38 5/8" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.

BALLAST SCHEDULESYMBOL MARK DESCRIPTION WEIGHT PIECES DETAIL

A8'-10" x 2'-6" x 1'-6" REINFORCEDCONCRETE BALLAST, W/ (1) 37 3/8" &(1) 10 11/16" W6x8.5 POST

4969 321A1/S-301

&A9/S-302

B8'-10" x 1'-9" x 1'-6" REINFORCEDCONCRETE BALLAST, W/ (1) 37 3/8" &(1) 10 11/16" W6x8.5 POST

3478 261A1/S-301

&A9/S-302

BALLAST SETTING NOTES:1. ALL BALLAST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF BALLAST2. REFERENCE SHEET S-302 FOR ADDITIONAL INFORMATION ON REQUIRED BALLAST

#A

1234 MODULES

2234 MODULES

3216 MODULES

4252 MODULES

5234 MODULES

6234 MODULES

7198 MODULES

8252 MODULES

9270 MODULES

10288 MODULES

11270 MODULES

12360 MODULES

13396 MODULES

14432 MODULES

15450 MODULES

16432 MODULES4752 MODULES TOTAL

24'-3

1 8"TY

P.

PO

ST

SP

AC

ING

37'-71516"

43'-6116"

44'-838"

37'-1018"

54'-5716"

66'-11916"

25'-218"

29'-5716"

24'-514"

34'-5916"

29'-5716"

26'-11916"

31'-11516"

29'-5716"

29'-5716"

29'-5716"

22'-934"

2'-614"

2'-614"

2'-5916"

2'-678"

2'-614"

10'-71516"

2'-912"

A1S-301

TYP.

37'-9916"

70'-7316"

[REF.] 2'-614" TO POST A42,

ROW 17 A1/S102REF. ROW 17, A1/S-102REF. ROW 17, A1/S-102

26'-71316"

TYP.U.NO.

37'-31316"

40'-114"

4EP246A

4P245A

4P244A

4WP242A 43A

4EP241A

4P240A

5P239A

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

4P221B

4WP219B 20B

4EP218B

4P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

4P25B

4P24B

4P23A

4WP21A 2A

3EP244A

4WP242A 43A

4EP241A

4P240A

5P239A

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

4WP219B 20B

4EP218B

4P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

4P25B

4P24B

4P23A

4WP21A 2A

3EP246A

4WP244A 45A

4EP243A

4P242A

4P241A

4P240B

5P239B

5P238B

4P237A

4WP235A 36A

4EP234A

4P233A

5P232A

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

4P223B

4WP221B 22B

4EP220B

4P219B

5P218B

5P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

4P26B

4P25B

4P24A

4P23A

4WP21A 2A

4EP243A

4P242A

5P241A

5P240B

5P239B

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

4P223B

4WP221B 22B

4EP220B

4P219B

5P218B

5P217B

5P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

4P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP240A

4P239A

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

4P220A

4WP218A 19A

4EP217A

4P216A

5P215A

5P214B

5P213B

5P212B

5P211B

5P210B

4P29B

4P28B

4P27A

4P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP240A

4P239A

5P238B

5P237B

5P236B

5P235B

5P234B

5P233B

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

4P220B

4WP218B 19B

4EP217B

4P216B

5P215B

5P214B

5P213B

5P212B

5P211B

5P210B

4P29B

4P28B

4P27B

4P26B

4P25A

4P24A

4P23A

4WP21A 2A

3EP236A

4WP234A 35A

4EP233A

5P232B

5P231B

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

5P217B

5P216B

4P215B

4WP213B 14B

4EP212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

5P25B

5P24B

4P23A

4WP21A 2A

4EP238A

4P237A

4P236A

4P235A

4P234A

4P233A

4P232A

4P231A

4P230A

5P229A

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

5P217B

5P216B

5P215B

4WP213B 14B

4EP212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

5P25B

5P24B

4P23A

4WP21A 2A

4EP238A

4P237A

4P236A

4P235A

4P234A

4P233A

4P232A

5P231A

5P230B

5P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

4P217B

4WP215B 16B

4EP214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

5P25B

4P24B

4P23A

4WP21A 2A

3EP235A

4WP233A 34A

4EP232A

4P231A

4P230A

4P229B

4P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

5P217B

4WP215B 16B

4EP214B

5P213B

5P212B

5P211B

5P210B

5P29B

5P28B

5P27B

5P26B

5P25B

4P24B

4P23A

4WP21A 2A

4EP233A

4P232A

4P231A

4P230A

4P229B

5P228B

5P227B

5P226B

5P225B

5P224B

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

4WP216B 17B

4EP215B

4P214B

5P213B

5P212B

5P211B

5P210B

5P29B

4P28B

4P27B

4P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP231A

4P230A

4P229A

4P228A

4P227A

5P226A

5P225A

5P224A

4P223A

4WP221A 22A

4EP220A

4P219A

4P218A

5P217B

4P216B

4WP214B 15B

4EP213B

4P212B

5P211B

5P210B

5P29B

5P28B

4P27B

4P26A

4P25A

4P24A

4P23A

4WP21A 2A

4EP227A

4P226A

4P225A

5P224A

5P223B

5P222B

5P221B

5P220B

5P219B

5P218B

5P217B

5P216B

5P215B

4P214B

4WP212B 13B

4EP211B

4P210B

5P29B

5P28B

5P27B

5P26B

4P25B

4P24A

3P23A

4WP21A 2A

4EP222A

4P221A

4P220A

5P219B

5P218B

5P217B

5P216B

5P215B

5P214B

5P213B

5P212B

4P211B

4WP29B 10B

4EP28B

4P27B

4P26A

4WP24A 5A

3EP23A

4WP21A 2A

4EP224A

4P223A

4P222A

4P221A

4P220A

4P219A

4P218A

5P217A

5P216B

5P215B

5P214B

5P213B

4P212B

4WP210B 11B

4EP29B

5P28B

5P27B

4P26B

4P25B

4P24A

4P23A

4WP21A 2A

4EP222A

4P221A

4P220A

4P219A

4P218A

4P217A

4P216A

4P215A

4P214A

4P213A

4P212A

4P211B

4WP29B 10B

4EP28B

4P27B

4P26B

3P25B

3P24A

3P23A

4WP21A 2A

4EP218A

3P217A

3P216A

4P215A

4P214A

4P213A

4P212A

4P211A

4WP29A 10A

4EP28A

4P27A

4P26A

3P25A

3P24A

3P23A

4WP21A 2A

3EP26A

4WP24A 5A

3EP23A

4WP21A 2A



513.242.2051FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD


SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

The

draw

ings

and

dat

a in

this

doc

umen

t, an

d th

e in

telle

ctua

l pro

perty

and

con

fiden

tial i

nfor

mat

ion

it co

ntai

ns, a

re th

e pr

oper

ty o

f RB

I Sol

ar, I

nc. 5

513

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Ohi

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5217

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is d

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so in

con

fiden

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nd a

gree

s th

at it

sha

ll no

t be

dupl

icat

ed, i

n w

hole

or i

n pa

rt, n

or d

iscl

ose

to o

ther

s w

ithou

t the

writ

ten

cons

ent o

f RB

I Sol

ar, I

nc. ©

DATE DESCRIPTION

FOR

GR

OU

ND

MO

UN

T


153871

MARK


TRACKER

1 2 3 4 5 6 7 8 9 10 11

A

B

C

D

E

F

6

H

1 4

G

102 73 85 9 11

SOLA

R C

AN

OPY

LAN

DFI

LL S

TRU

CTU

RE

RO

OF

MO

UN

TTR

AC

KER

US

ER

: A

WO

LKE

PLO

TTE

D: 1

/21/

2016

- 10

:00

AM

S:\R

BI S

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\Des

ign\

2015

Job

s\15

3871

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son-

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fill -

Am

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ry M

A\D

raw

ings

\153

871

- Titc

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andf

ill (0

1201

6 A

W).d

wg

L

AY

OU

T: S

-102

S-102

COMPONENT LAYOUT "B"

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

SCALE: COMPONENT LAYOUT "B"A1

AZIM

UTH

180°

1/32" = 1'-0"

BAY SCHEDULEBAYS PURLINS

DETAILTYPE QTY. POST-POST DESCRIPTION MARK LGTH. #/BAY PCS.

3EP2 7 SEE BAY PLAN Trina 315W PORTRAIT MODULES 3 WIDE x 2 HIGH WITH 1CANTILEVER EAST SIDE AND 20.0° TILT Z3E 158 7/8" 4 28 A8/S-301

3P2 9 SEE BAY PLAN Trina 315W PORTRAIT MODULES 3 WIDE x 2 HIGH AND 20.0° TILT Z3 119 1/16" 4 36 A10/S-301

4EP2 37 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1CANTILEVER EAST SIDE AND 20.0° TILT Z4E 198 5/8" 4 148 C8/S-301

4P2 144 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH AND 20.0° TILT Z4 158 7/8" 4 576 C10/S-301

4WP2 44 SEE BAY PLAN Trina 315W PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1CANTILEVER WEST SIDE AND 20.0° TILT Z4W 198 5/8" 4 176 E10/S-301

5P2 304 SEE BAY PLAN Trina 315W PORTRAIT MODULES 5 WIDE x 2 HIGH AND 20.0° TILT Z5 198 5/8" 4 1216 E8/S-301

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 131 7/8" x 4" SQ. 14 GA. GALVANIZED UNLESS NOTED OTHERWISE.3. KNEE BRACES ARE 38 5/8" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.

BALLAST SCHEDULESYMBOL MARK DESCRIPTION WEIGHT PIECES DETAIL

A8'-10" x 2'-6" x 1'-6" REINFORCEDCONCRETE BALLAST, W/ (1) 4 11/16" &(1) 31 11/16" W6x8.5 POST

4969 205A1/S-301

&A9/S-302

B8'-10" x 1'-9" x 1'-6" REINFORCEDCONCRETE BALLAST, W/ (1) 4 11/16" &(1) 31 11/16" W6x8.5 POST

3478 384A1/S-301

&A9/S-302

BALLAST SETTING NOTES:1. ALL BALLAST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF BALLAST2. REFERENCE SHEET S-302 FOR ADDITIONAL INFORMATION ON REQUIRED BALLAST

#A

17414 MODULES

18398 MODULES

19396 MODULES

20396 MODULES

21360 MODULES

22360 MODULES

23324 MODULES

24342 MODULES

25342 MODULES

26306 MODULES

27288 MODULES

28252 MODULES

29234 MODULES

30178 MODULES

31198 MODULES

32162 MODULES

33126 MODULES

3436 MODULES5112 MODULES TOTAL

24'-3

1 8"TY

P.

PO

ST

SP

AC

ING

A1S-301

TYP.

2'-614" TO POST A44,

ROW 16 A1/S-101REF. ROW 16, A1/S-101REF. ROW 16, A1/S-101

20'-1078"

30'-0"

46'-51116"

43'-6316"

41'-718"

38'-31516"

37'-1916"

73'-138"

4'-534"

4'-1134"

26'-71116"

TYP.

SCALE: RACK SECTIONA1

1" = 1'-0"

(1)

(2)

(3)

(4)

20°

2'-6

"M

IN.

12'-11"

LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION

4'-21 4"

2'-33 4"

4'-21 4"

2'-8916"

12'-11116"

6'-1

1"V

AR

IES

4'-9

"V

AR

IES

4'-9

"V

AR

IES

3'-31316" 6'-15

16"

2'-2

1116

"H

OLD

TOPCHORD

Z-PURLIN

PURLINBRACKET

MOUNTINGPOST (TYP.)

LINE OFGRADE

KNEEBRACE

D5S-501

A2S-501

E9S-501

A5S-501

SCALE:4WP2BAY PLAN VIEW

E10

1/4" = 1'-0"

SCALE:4P2BAY PLAN VIEW

C10

1/4" = 1'-0"


A10

1/4" = 1'-0"


E8

1/4" = 1'-0"

SCALE:4EP2BAY PLAN VIEW

C8

1/4" = 1'-0"

SCALE:3EP2BAY PLAN VIEW

A8

1/4" = 1'-0"

CL POST

Z5 (4)

Z5 (3)

Z5 (2)

Z5 (1)

CL POST

16'-678"

LENGTH DETERMINED BYPV MODULE DIMENSIONS

IN PORTRAIT ORIENTATION

CL POST

Z4W (4)

Z4W (3)

Z4W (2)

Z4W (1)

CL POST

13'-318"



CL POST

Z4 (4)

Z4 (3)

Z4 (2)

Z4 (1)

CL POST

13'-318"



CL POST

Z4E (4)

Z4E (3)

Z4E (2)

Z4E (1)

CL POST

13'-318"



CL POST

Z3 (4)

Z3 (3)

Z3 (2)

Z3 (1)

CL POST

9'-11516"



CL POST

Z3E (4)

Z3E (3)

Z3E (2)

Z3E (1)

CL POST

9'-11516"





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-301

S-301

RACK SECTION& BAY PLAN VIEWS

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

SCALE: BALLAST BLOCK PLANA9

1" = 1'-0"SCALE: BALLAST BLOCK SECTIONA5

1" = 1'-0"

SCALE: BALLAST BLOCK SECTIONE9

1" = 1'-0"

LEN

GTH

PE

R B

ALL

AS

T S

CH

ED

ULE

EQ

.

WIDTHPER BALLAST SCHEDULE

LIFTING ANCHORS ASREQUIRED BY OTHERS

EQ

.

EQ. EQ.

A5S-302

E9S-302

PO

ST

SP

AC

ING

PE

R B

ALL

AS

T S

CH

ED

ULE

PRECAST CONCRETEBALLAST BLOCK - 4,000 PSICONCRETE WITH X.X LB. PERYD³ BASF MASTERFIBER MAC2200 CB FIBER OR APPROVEDEQUAL. ADDED/MIXED PERMANUFACTURER'S WRITTENRECOMMENDATIONS

G9S-302

TYP.

1 ROW OF FOUR 12" LONG#4 TIES AT ANCHORS ONLYW/ MINIMUM 3" EMBEDMENT

LENGTHPER BALLAST SCHEDULE

HE

IGH

TP

ER

BA

LLA

ST

SC

HE

DU

LE

LIFTING ANCHORS ASREQUIRED BY OTHERS

EACH BALLAST BLOCK TORECEIVE ONE SHORTAND ONE LONG POSTPER POST SCHEDULE ONSHEETS S-101 & S-102

GRADE

FOUR 12" LONG #4 TIES ATANCHORS ONLY W/MINIMUM 3" EMBEDMENT

HE

IGH

TP

ER

BA

LLA

ST

SC

HE

DU

LE

WIDTHPER BALLAST SCHEDULE

POST PER POSTSCHEDULE ONSHEETS S-101 & S-102

GRADE

FOUR 12" LONG #4 TIES ATANCHORS ONLY W/MINIMUM 3" EMBEDMENT

SCALE:BALLAST BLOCKBASE PLATE DETAIL

G9

3" = 1'-0"

SCALE:BALLAST BLOCKANCHOR ROD DETAIL

C6

3" = 1'-0"

10"

312" EQ.EQ.

10"

31 2"E

Q.

EQ

.

10"x10"x3/4" STEELBASE PLATE31 2"

312"

(4) ANCHOR RODS WITHANCHOR AND LEVELINGNUTS AND WASHERS

3/16"

C6S-302

(2) Ø1" DRAIN HOLEINSET 2" FROMEDGE ON COLUMNCENTER LINE

POST PER POSTSCHEDULE ONSHEETS S-101 & S-102

3/4" GALV. NUTAND WASHER

3/4" GALV.LEVELING NUTAND WASHER

BASE PLATE

Ø3/4" x 14" GALV.THREADEDANCHOR ROD

8"E

MB

ED

ME

NT

BALLAST BLOCK

PROVIDENON-SHRINK GROUTBETWEEN BALLASTBLOCK AND BASEPLATE IF DIM 'A'EXCEEDS 2 1/2"

DIM

'A'

FOUR 12" LONG #4TIES AT ANCHORSONLY W/ MINIMUM3" EMBEDMENT



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-302

S-302

BALLAST BLOCKDETAILS AND SCHEDULE

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

BALLAST SCHEDULETYPE LENGTH WIDTH DEPTH POST

SPACING LONGITUDINAL REINFORCING TRANSVERSE REINFORCINGWEIGHT(≈ LBS.)

A 8'-10" 2'-6" 1'-6" 6'-1 5 16" (3) #5 TOP & BOTTOM (7) #5 TOP & BOTTOM 4969B 8'-10" 1'-9" 1'-6" 6'-1 5 16" (2) #5 TOP & BOTTOM (7) #5 TOP & BOTTOM 3478

NOTE: ALL REINFORCING TO HAVE 3" MINIMUM COVER

SCALE:WEEB PV MODULEBONDING WASHER DETAIL

F5

NONE

SCALE:PV MODULE TOPURLIN CONNECTION DETAIL

E7

NONE

LINE OF 3/8" x 3/4"RECTANGULAR PUNCHEDHOLE (SLOT) IN PURLIN BELOW

INSTALL WEEB WITH LABELFACING UP AND ORIENTED INSLOT AS SHOWN

THE 4 WEEB 'LEGS' SHOULDCONTACT EDGE OF SLOT

INSTALL WEEB WITH LABELFACING UP AS SHOWN

WEEB 'TEETH' SHOULD BEORIENTED UP TO EMBED INPV MODULE FRAME

LINE OF 3/8" x 3/4"RECTANGULAR PUNCHEDHOLE (SLOT) IN PURLIN BELOW

FOR USE WITH 1/4" HARDWARE (1 PER PV MODULE)

FOR USE WITH 5/16" HARDWARE (1 PER PV MODULE)NOTE: WEEB SHOULD FIT SNUGLY IN SLOT

NOTE: WEEB MAY ROTATE DURING FASTENER TIGHTENING

5/16" X 3/4" HH S.S. BOLT[2SSB31X075HHAS]

5/16" S.S. WASHER[2W31SS]

PV MODULE FRAME

7/16" S.S. WASHER[2W43SS]

5/16" S.S FLANGE NUT[2NUT31SS-FL]

Z - PURLIN PERBAY SCHEDULE

WEEB-11.5[1EL-WEEB11-5]SEE DETAIL

RACK SLOPE

DOWN

F5/S-501

SCALE:LONGITUDINAL PURLINCONNECTION DETAIL

A9

6" = 1'-0"

SCALE:TRANSVERSE PURLINCONNECTION DETAIL

E9

6" = 1'-0"

SCALE:KNEE BRACE TO POSTCONNECTION DETAIL

A5

6" = 1'-0"SCALE:

LOWER KNEE BRACE TO TOPCHORD CONNECTION DETAIL

A2

6" = 1'-0"

14"±

USE 1/4" THICK SPACINGPLATE AS DIRECTED ININSTALLATION MANUAL

TOP CHORD PERBAY SCHEDULE

1/2" x 5" HH GALVANIZEDTHRU BOLT & NUT(TYP.) [2GB50X500HH]

PURLIN MOUNTINGBRACKET [S7045]BEHIND

PURLIN PERBAY SCHEDULE

1/2" x 1 1/4" HH GALVANIZEDBOLT & NUT (TYP.)[2GB50X125HH]

E7S-501

TYP.

PV MODULE (TYP.)


1/2" x 5" HH GALVANIZEDTHRU BOLT & NUT (TYP.)[2GB50X500HH]

PURLIN MOUNTING BRACKET[S7045]

Z-PURLIN PER BAY SCHEDULE

1/2" x 1 1/4" HH GALVANIZED BOLT &NUT (TYP.) [2GB50X125HH] ORIENTAS SHOWN TO ALLOW MODULEHARDWARE INSTALLATION

PV MODULE

Classified under UL Subject 2703 for Bonding and Grounding Only

NA

NOV. 2013GM-I

LIST

ED

RBI SOLAR

EXAMPLE

E7S-501

A9S-501

(2) ETL CLASSIFIED LABELEDPURLIN BRACKETS PERROW. INSTALLED AT EYELEVEL AT BOTH ENDS OFEVERY ROW

BOLT ORIENTATION SHOWN TOALLOW PURLIN TO BE USED FORWIRE MANAGEMENT

3"

POST SIDE

4"

1/2" x 5" HHGALVANIZEDBOLT & NUT[2GB50X500HH]


12 GA. GALVANIZEDSTEEL KNEE BRACEU-CLIP [S7044]

1/2" x 3" HHGALVANIZEDBOLT & NUT[2GB50X300HH]

KNEE BRACE PERBAY SCHEDULE

NOTE: INSTALL KNEE BRACE U-CLIP WITH MOUNTING HOLE(S) NEARER SUPPORT POST AS SHOWN

TO POST

POST PER POSTSCHEDULE

(2) 1/2" x 1 1/4" HHGALVANIZEDBOLT & NUT PER CLIP[2GB50X125HH]

12 GA. GALVANIZEDKNEE BRACE CLIPEACH SIDE [S7041]1/2" x 3" HH GALVANIZEDBOLT & NUT[2GB50X300HH]

KNEE BRACE PERBAY SCHEDULE

ADD 1/2" GALV. WASHER[2W50PLTD] AT CABLEX-BRACE

SCALE:TOP CHORD TO POSTCONNECTION DETAIL

D5

3" = 1'-0"

POST PER POSTSCHEDULE


(2) 1/2" x 5" HH GALV.THRU BOLT & NUT(TYP.) [2GB50X500HH]

(1) 12 GA. GALV. TOPCHORD MOUNTINGBRACKET [S7021

(6) 1/2" x 1 1/4" HH GALV.BOLT & NUT [2GB50X125HH](12) 1/2" GALV. WASHERS(TYP.) [2W50PLTD]

(2) 10 GA. GALV. EXTENDEDPOST MOUNTING BRACKET[S7020E]

(2) #12 x 1 1/4" HEX HDTEK SCREW[2GT12X125HH45]INSTALL ONLY AFTERPOST TOP ASSEMBLYIS SQUARE

20]



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arty

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153871

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TRACKER

1 2 3 4 5 6 7 8 9 10 11

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B

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F

6

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1 4

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102 73 85 9 11

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MO

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-501

S-501

DETAILS

EDM AW/BDS



3 1/20/16 90% SET

4 1/21/16 100% SEALED SET

PHOTOVOLTAIC MODULE GROUND MOUNT SYSTEM · corrections shall be made and a final report of ... #12...

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Transcript of PHOTOVOLTAIC MODULE GROUND MOUNT SYSTEM · corrections shall be made and a final report of ... #12...