PHOTOVOLTAIC MODULE

Total Solar Service: Design * Fabrication

Installation * Parts * Repair Service

5513 VINE STREET

CINCINNATI, OH 45217

513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD

ENGINEER'S SEAL APPLIES TO DESIGN

OF STRUCTURAL COMPONENTS ONLY

SHEET No.:

SHEET TITLE:

DRAWN BY: REVIEWED BY:

RBI SOLAR PROJECT No.:

TITLE & ADDRESS:

PROJECT INFORMATION

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GROUNDMOUNTLANDFILLSTRUCTURESOLAR CANOPYROOFMOUNTFOR

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COVER SHEET

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1 3-29-16 PRELIMINARY LAYOUT

2 4-26-16 REVISED LAYOUT

3 5-5-16 STAMPED SET

4 6-21-16 EQU. POST ADDED

5 7-13-16 REVISED EQU. POST

CALIFORNIA BUILDING CODE (CBC 2013)

DESIGN LOADS:

1. DEAD LOADS:· STRUCTURE: 2.0 PSF· GLAZING: 3.0 PSF

Σ = 5.0 PSF

2. ROOF LIVE LOAD = 0 PSF

3. SNOW LOAD:· Pg = 0.0 PSF (GROUND SNOW)· Pf = 0.0 PSF (FLAT ROOF SNOW)· Ps = 0.0 PSF (SLOPED ROOF SNOW)· Ce = N/A· Ct = N/A· Cs = N/A· Is = N/A

4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM)· V = 100 MPH· EXPOSURE: C· OCCUPANCY CATEGORY: I

5. SEISMIC:Ss = 2.028S1 = 0.656Sds = 1.352Sd1 = 0.656

· OCCUPANCY CATEGORY: I· Ieq = 1.00· SITE CLASS: D· SEISMIC DESIGN CATEGORY: D· SEISMIC FORCE RESISTING SYSTEM =

CANTILEVERED COLUMN SYSTEM· DESIGN BASE SHEAR: V = 0.400 W

Cs = 0.400R = 2.5

· EQUIVALENT LATERAL FORCE ANALYSIS

PHOTOVOLTAIC MODULE

GROUND MOUNT SYSTEM

FOR

AT

GOVERNING CODE

SITE PLAN OVERLAY

SYSTEM SPECIFICATIONS

GENENTECH INC.


VACAVILLE, CA 95688

SHEET INDEX

SHEET SHEET DESCRIPTIONG-001 COVER SHEET

G-002 GENERAL NOTES/MODULE SPECIFICATION SHEETS

S-101 COMPONENT LAYOUT SECTION "A"

S-102 COMPONENT LAYOUT SECTION "B"

S-103 COMPONENT LAYOUT SECTION "C"

S-104 COMPONENT LAYOUT SECTION "D"

S-301 RACK SECTION & BAY PLAN VIEWS

S-302 ALTERNATE FOUNDATION DETAILS AND SCHEDULE

S-501 DETAILS

SYMBOLS LEGEND

ELEVATIONELEVATION IDSHEET NUMBER

--

NORTH ARROW

TITLE

SCALE:

-

-

TITLELOCATIONELEVATION

DETAILDETAIL IDSHEET NUMBER

--

--

SECTIONSECTION IDSHEET NUMBER

RBI SOLAR RACK MODEL: GM-2

AZIM

UTH

18

0°

AZIM

UTH

18

0°

NOTE:THIS SUBMITTAL/CONSTRUCTION SET WAS PRODUCED FROM DOCUMENTS RECEIVED FROMCUSTOMER ON 6/20/16.

PV MODULE MFR. HANWHA Q. CELLS

PV MODULE MODEL # Q.PRO L-G3 305

# OF PV MODULES/STRING 20

# OF ACTIVE PV MODULES 25240

# OF SPARE PV MODULES 0

TOTAL # OF PV MODULES 25240

TOTAL PV SYSTEM WATTS 7698.2 kW DC

ARRAY TYPE FIXED TILT

ARRAY TILT 25 DEGREES

TOTAL # OF POSTS 2198 RACKING, 64 EQUIPMENT

ARRAY ROW SPACING 22'-812"

INTER-ROW SPACE 10'-1078"

MINIMUM MODULE CLEARANCE 1'-6"

ARRAY AZIMUTH 180° (NOT ADJUSTED FOR MAGNETIC DECLINATION)

NOTE: GOOGLE EARTH© IMAGE IS FOR REFERENCE ONLY.

A1S-101

A1S-102

A1S-103

A1S-104

SECTION "A"

SECTION "B" SECTION "D"

SECTION "C"

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5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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GENERAL NOTES/

MODULE

SPECIFICATION SHEETS

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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.

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.

MODULE SPECIFICATION SHEETS

2013 CBC TABLE 1705.7

VERIFICATION AND INSPECTION TASKCONTINUOUSDURING TASK

LISTED

PERIODICALLYDURING TASK

LISTED1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS. - X2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS, ASREQUIRED. - X

3. OBSERVE DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOREACH ELEMENT. - X

4. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER,RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIREDPENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS ANDDOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT.

N/A N/A

5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITHSECTION 1705.2. N/A N/A

6. FOR CONCRETE ELEMENTS AND CONCRETE-FILLED ELEMENTS, PERFORM ADDITIONALINSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. N/A N/A

7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THEREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. N/A N/A

Classified under UL Subject 2703 for Bonding and Grounding Only

NA

NOV. 2013GM-I

L

I

ST

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RBI SOLAR

EXAMPLE

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 C, FY = 50 KSI MINIMUMD. FIELD BOLTS (TYP. U.N.O): SAE J429 GRADE 5E. SCREWS: #12 TEKS - GALVANIZEDF. COLD-FORMED/LIGHT GAGE ASTM A653G. ANCHOR RODS ASTM A307 (TYPICAL U.N.O.)

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.

FOUNDATION/CONCRETE NOTES:

1. THE FOUNDATION DESIGN IS BASED ON FIELD TESTS PERFORMED BY RBI SOLAR ON : 3-17-2016.

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

3. GROUT SPECIFICATIONS: 8000 PSI MINIMUM, NON-SHRINK

4. REINFORCING STEEL: ASTM A615 GRADE 60 BILLET STEEL

5. 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.

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

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

8. 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.

GENERAL NOTES

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

N

O

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U

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D

N

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DRIVEN POST EMBEDMENT NOTES:

WHEN DRIVEN POSTS DO NOT ACCOMPLISH DESIGN EMBEDMENT DEPTHS DURING POST DRIVING, FOLLOW THIS PROCEDURE:

1. ATTEMPT TO DRIVE POST TO DEPTH SHOWN ON DESIGN DOCUMENTS - REFERENCE DETAIL A1/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. I. POSTS SHALL BE FIELD TESTED FOR UPLIFT CAPACITY PROVIDED A MINIMUM EMBEDMENT OF 3.5 FT. IS ACHIEVED PRIOR

TO REFUSAL. EMBEDMENT LESS THAN 3.5 FT. SHALL REQUIRE AN ALTERNATE FOUNDATION.II. POSTS SHALL BE FIELD TESTED FOR UPLIFT CAPACITY PROVIDED A MINIMUM EMBEDMENT OF 3.5 FT. IS ACHIEVED WHILENOT ACCOMPLISHING FULL DESIGN EMBEDMENT BUT NOT DUE TO REFUSAL. EMBEDMENT LESS THAN 3.5 FT. SHALL REQUIREAN ALTERNATE FOUNDATION.

5. VERTICAL PULL TEST ON POSTS THAT DO NOT REACH DESIGN EMBEDMENT SHALL RESIST A MINIMUM UPLIFT FORCE OF 3500LBS. 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 3000 LBS& THE POST SHALL REBOUND WITHIN 1/4" OF ORIGINAL LOCATION. IF POSTS DO NOT MEET THIS MINIMUM REQUIREMENT ANALTERNATE FOUNDATION IS REQUIRED.

7. POSTS THAT PASS THE FIELD TESTS SHALL BE CUT DOWN TO APPROPRIATE HEIGHT AND HOLES FOR POST-TOP MOUNTINGBRACKETS DRILLED IN THE TOP OF POST.

8. ALL CUT SURFACES SHALL BE PAINTED WITH BRUSH-ON GALVANIZING PAINT. RBI SOLAR DOES NOT RECOMMEND SPRAYGALVANIZING FOR REPAIR AND PAINTING OF CUT SURFACES.

ETL CLASSIFIED:

THIS PROJECT CONTAINS RACKING LABELED AS ETL CLASSIFIEDUNDER UL SUBJECT 2703 OR UL STANDARD 2703. LABELS AREAPPLIED AT THE FACTORY ON COMPONENTS THAT MAY BEASSEMBLED AT THE FACTORY OR IN THE FIELD. SEE DETAIL SHEETIN THIS DRAWING SET FOR MORE INFORMATION.

6EP213A

4P212A

4P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

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6WP21A 2A

6EP213A

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6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP213A

4P212A

4P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP213A

4P212A

4P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP214A

6WP21A 2A

6EP214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP216A

4P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP216A

4P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP221A

4P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP218A

4P217A

4P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP231A

4P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

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6P25A

6P24A

6P23A

6WP21A 2A

6EP231A

4P230A

6P229A

6P228A

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6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6P25A

6P24A

6P23A

6WP21A 2A

6EP231A

4P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

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6P24A

6P23A

6WP21A 2A

6EP233A

4P232A

4P231A

6P230A

6P229A

6P228A

6P227A

6P226A

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6P213A

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6P211A

6P210A

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6P27A

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6P24A

6P23A

6WP21A 2A

6EP233A

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6P230A

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5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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DATE DESCRIPTION

FO

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163128

MARK


TRACKER

1 2 3 4 5 6 7 8 9 10 11

A

B

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D

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6

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GENENTECH INC.


VACAVILLE, CA 95688

US

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COMPONENT LAYOUT

SECTION "A"

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SCALE:COMPONENT LAYOUT SECTION "A"

A1

AZIM

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18

0°

BAY SCHEDULEBAYS PURLINS

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

4P2 32 SEE BAY PLAN HANWHA Q CELLS _ Q.PRO L-G3 305 PORTRAIT MODULES 4WIDE x 2 HIGH AND 25.0° TILT Z4 158 7/8" 4 128 A8/S-301

6EP2 23 SEE BAY PLAN HANWHA Q CELLS _ Q.PRO L-G3 305 PORTRAIT MODULES 6WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z6E 278 3/16" 4 92 E8/S-301


6WP2 23 SEE BAY PLAN HANWHA Q CELLS _ Q.PRO L-G3 305 PORTRAIT MODULES 6WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z6W 278 3/16" 4 92 G8/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 133 7/8" x 4" x 4 3/4" CEE 14 GA. GALVANIZED UNLESS NOTED OTHERWISE.3. LOWER KNEE BRACES ARE 45 1/8" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.4. UPPER KNEE BRACES ARE 71 3/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE.

X-BRACE SCHEDULESYMBOL DESCRIPTION SETS DETAIL

2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19WIRE ROPE WITH 4 GRIPPLE #4 WIRE CLAMPS 131 C7/S-501

CB

1/32" = 1'-0"

POST SCHEDULESYMBOL MARK DESCRIPTION LENGTH PIECES DETAIL

A CEE 8x3 POST 144" 526 A1/S-301

B CEE 8x3 EQUIPMENT POST 144" 15 A1/S-301

POST SETTING NOTES:1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST2. REFERENCE DETAIL A1/S-301 FOR ADDITIONAL INFORMATION ON REQUIRED POST EMBED DEPTHS3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE

'X' #'X' #OR

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POST#A14 ROW #1

IN SECTION "C"

(REF. SHT. S-103)

27'-0

3

8

"

27'-0

3

8

"

1 140 MODULES

2 140 MODULES

3 140 MODULES

4 140 MODULES

5 140 MODULES

6 160 MODULES

7 160 MODULES

8 180 MODULES

9 180 MODULES

10 200 MODULES

11 220 MODULES

12 240 MODULES

13 260 MODULES

14 360 MODULES

15 360 MODULES

16 360 MODULES

17 380 MODULES

18 380 MODULES

19 360 MODULES

20 360 MODULES

21 380 MODULES

22 380 MODULES

23 380 MODULES6000 MODULES TOTAL

5'-0

" T

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EQ

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5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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2

01

6

DATE DESCRIPTION

FO

R

GR

OU

ND

M

OU

NT

163128

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

SO

LA

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GENENTECH INC.


VACAVILLE, CA 95688

US

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SECTION "B"

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SCALE:COMPONENT LAYOUT SECTION "B"

A1

AZIM

UTH

18

0°



4EP2 1 SEE BAY PLAN HANWHA Q CELLS _ Q.PRO L-G3 305 PORTRAIT MODULES 4WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z4E 198 5/8" 4 4 C10/S-301


4WP2 1 SEE BAY PLAN HANWHA Q CELLS _ Q.PRO L-G3 305 PORTRAIT MODULES 4WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z4W 198 5/8" 4 4 C8/S-301







CB

1/32" = 1'-0"


A CEE 8x3 POST 144" 528 A1/S-301



'X' #'X' #OR

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22

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1

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22

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P.

26'-6

13

16

" EAST TO

POST #A34 ROW #24

IN SECTION "D"

(REF. SHT. S-104)

24 380 MODULES

25 400 MODULES

26 380 MODULES

27 380 MODULES

28 400 MODULES

29 400 MODULES

30 400 MODULES

31 400 MODULES

32 380 MODULES

33 400 MODULES

34 360 MODULES

35 320 MODULES

36 300 MODULES

37 260 MODULES

38 220 MODULES

39 200 MODULES

40 160 MODULES

41 120 MODULES

42 100 MODULES

43 60 MODULES

44 40 MODULES


23'-2

3

4

"

23'-2

3

4

"

33'-2

1

4

"

33'-1

3

4

"

5'-0

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4P241A

4P240A

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6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6WP215A 16A

6EP242A

4P241A

4P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6WP215A 16A

6EP243A

6P242A

6P241A

6P240A

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6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

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6P228A

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6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6WP215A 16A

6EP247A

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6P245A

6P244A

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6P222A

6P221A

6P220A

6P219A

6WP217A 18A

6EP249A

4P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

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6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6WP219A 20A

6EP249A

4P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6WP219A 20A

6EP236A

4P235A

4P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6WP214A 15A

6EP237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6WP214A 15A

6EP237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6WP214A 15A

6EP239A

4P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6WP214A 15A

6EP247A

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6P244A

6P243A

6P242A

6P241A

6P240A

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6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6WP220A 21A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6WP224A 25A

6P255A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6EP259A

4P258A

4P257A

6P256A

6P255A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

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6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

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6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6P254A

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6P252A

6P251A

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6P234A

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6P246A

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6P243A

6P242A

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6P239A

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6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6EP259A

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4P257A

6P256A

6P255A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6WP232A 33A

6EP262A

6P261A

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6P259A

6P258A

6P257A

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6P255A

6P254A

6P253A

6P252A

6P251A

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6P251A

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6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6WP234A 35A

6P262A

6P261A

6P260A

6P259A

6P258A

6P257A

6P256A

6P255A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6WP234A 35A

6EP252A

6P251A

6P250A

6P249A

6EP260A

6P259A

6P258A

6P257A

6P256A

4P258A

4P257A

6P256A

6P255A

6EP259A

6EP257A

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6P255A

6P254A

6P253A

6P252A

6EP257A

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6P255A

6EP257A

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6EP264A

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5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

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COMPONENT LAYOUT

SECTION "C"

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SCALE:COMPONENT LAYOUT SECTION "C"

A1

AZIM

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18

0°








1/32" = 1'-0"


A CEE 8x3 POST 144" 642 A1/S-301



'X' #'X' #OR

PER PLAN

26'-6

13

16

" WEST TO

POST #13 IN ROW #1

IN SECTION "A"

(REF. SHT. S-101)

22

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1

2

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22

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2

"

TY

P.

1 260 MODULES

2 280 MODULES

3 280 MODULES

4 300 MODULES

5 320 MODULES

6 320 MODULES

7 340 MODULES

8 360 MODULES

9 360 MODULES

10 360 MODULES

11 320 MODULES

12 340 MODULES

13 340 MODULES

14 320 MODULES

15 320 MODULES

16 300 MODULES

17 300 MODULES

18 300 MODULES

19 300 MODULES

20 320 MODULES

21 340 MODULES

22 360 MODULES


53'-1

3

16

"

53'-1

3

16

"

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EQ

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6WP234A 35A

6EP266A

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6P257A

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6EP266A

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6P263A

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6P241A

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6P238A

6P237A

6WP235A 36A

6EP265A

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6P242A

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6P240A

6P239A

6P238A

6P237A

6WP235A 36A

6P262A

6P261A

6P260A

6P259A

6P258A

6P257A

6P256A

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6P253A

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6P246A

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6P244A

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6P238A

6P237A

6WP235A 36A

6P259A

6P258A

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6P249A

6P248A

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6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6WP235A 36A

6EP262A

4P261A

4P260A

6P259A

6P258A

6P257A

6P256A

6P255A

6P254A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6WP235A 36A

6EP256A

6P253A

6P252A

6P251A

6P250A

6P249A

6P248A

6P247A

6P246A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6WP234A 35A

6P257A

6P256A

6P255A

6P254A

6P253A

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6P251A

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6P245A

6P244A

6P243A

6P242A

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6P252A

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6P236A

6P235A

6P234A

6WP232A 33A

6P248A

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6P246A

6P245A

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6WP229A 30A

6P245A

6P244A

6P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6WP227A 28A

6EP244A

4P243A

6P242A

6P241A

6P240A

6P239A

6P238A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6WP224A 25A

6P237A

6P236A

6P235A

6P234A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6WP220A 21A

6P233A

6P232A

6P231A

6P230A

6P229A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6WP219A 20A

6P228A

6P227A

6P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6WP215A 16A

6EP227A

4P226A

6P225A

6P224A

6P223A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6WP212A 13A

6P222A

6P221A

6P220A

6P219A

6P218A

6P217A

6P216A

6P215A

6P214A

6P213A

6P212A

6WP210A 11A

6P216A

6P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6WP27A 8A

6EP217A

4P216A

4P215A

6P214A

6P213A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6WP25A 6A

6P212A

6P211A

6P210A

6P29A

6P28A

6P27A

6P26A

6WP24A 5A

6EP265A

4P264A

6EP266A

4P261A

4P260A

6EP262A

4P255A

4P254A

6EP256A

6EP251A

4P250A

4P249A

6EP247A

4P246A

6EP238A

6EP236A

4P235A

4P234A

6EP230A

4P229A

6EP223A

6EP219A

4P218A

4P217A

6EP214A

4P213A

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB CB CB CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB CB

CB

CB

CB

CB

CB

CB

CB

CB

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1

B 1



5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

Th

e d

ra

win

gs a

nd

d

ata

in

th

is d

ocu

me

nt, a

nd

th

e in

te

lle

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nd

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e w

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n co

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f R

BI S

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c. ©

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VACAVILLE, CA 95688

US

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S-104

COMPONENT LAYOUT

SECTION "D"

YS BDS






SCALE:COMPONENT LAYOUT SECTION "D"

A1

1/32 "=1'-0"









A CEE 8x3 POST 144" 502 A1/S-301



'X' #'X' #OR

PER PLAN



CB

22

'-8

1

2

" N

OR

TH

T

O

PO

ST

#

A3

4 IN

R

OW

#

23

IN

S

EC

TIO

N "C

"

(R

EF

. S

HT

. S

-1

03

)

22

'-8

1

2

"

TY

P.

AZIM

UTH

18

0°

26'-6

13

16

" WEST TO

POST #A33 ROW #24

IN SECTION "B"

(REF. SHT. S-102)

24 380 MODULES

25 380 MODULES

26 380 MODULES

27 360 MODULES

28 360 MODULES

29 340 MODULES

30 320 MODULES

31 320 MODULES

32 260 MODULES

33 280 MODULES

34 280 MODULES

35 260 MODULES

36 240 MODULES

37 240 MODULES

38 220 MODULES

39 200 MODULES

40 180 MODULES

41 180 MODULES

42 160 MODULES

43 140 MODULES

44 140 MODULES


66'-3

3

4

"

66'-3

3

4

"

5'-0

" T

YP

.

EQ

P. P

OS

T C

/C

4

4

5'-0"

POST C\C

5'-0

1

16

"

VA

RIE

S

EQUIPMENTPOST

(1)

(2)

(3)

(4)

25°

1'-6

"

MIN

.

1

3

'-

0

1

4

"

L

E

N

G

T

H

D

E

T

E

R

M

I

N

E

D

B

Y

P

V

M

O

D

U

L

E

D

I

M

E

N

S

I

O

N

S

I

N

P

O

R

T

R

A

I

T

O

R

I

E

N

T

A

T

I

O

N

4

'-

3

1

2

"

2

'-

3

1

8

"

4

'-

3

1

2

"

6'-3

3

8

" 5'-6

5

16

"

11'-9

5

8

"

7'-0

1

16

"

VA

RIE

S

PO

ST

T

YP

E 'A

' =

8

'-6

" M

IN

IM

UM

E

MB

ED

ME

NT

3'-1

1

16

"

VA

RIE

S

TOPCHORD

Z-PURLIN

PURLINBRACKET

MOUNTINGPOST

LINE OFGRADE

KNEEBRACE

D5S-501

A2S-501

D2S-501

E9S-501 A5

S-501

SCALE:RACK SECTION

A1

1" = 1'-0"

PO

ST

T

YP

E 'B

' =

6

'- 7

" M

IN

I E

MB

ED

ME

NT

SCALE:4EP2 BAY PLAN VIEW

C10

1/4" = 1'-0"

SCALE:6P2 BAY PLAN VIEW

A10

1/4" = 1'-0"

SCALE:6WP2 BAY PLAN VIEW

G8

1/4" = 1'-0"

SCALE:6EP2 BAY PLAN VIEW

E8

1/4" = 1'-0"

SCALE:4WP2 BAY PLAN VIEW

C8

1/4" = 1'-0"

SCALE:4P2 BAY PLAN VIEW

A8

1/4" = 1'-0"

CL POST

Z6W (4)

Z6W (3)

Z6W (2)

Z6W (1)

CL POST

19'-10

5

8

"

LENGTH DETERMINED BY

PV MODULE DIMENSIONS

IN PORTRAIT ORIENTATION

CL POST

Z6 (4)

Z6 (3)

Z6 (2)

Z6 (1)

CL POST

19'-10

5

8

"




CL POST

Z6E (4)

Z6E (3)

Z6E (2)

Z6E (1)

CL POST

19'-10

5

8

"




CL POST

Z4W (4)

Z4W (3)

Z4W (2)

Z4W (1)

CL POST

13'-3

1

8

"




CL POST

Z4 (4)

Z4 (3)

Z4 (2)

Z4 (1)

CL POST

13'-3

1

8

"




CL POST

Z4E (4)

Z4E (3)

Z4E (2)

Z4E (1)

CL POST

13'-3

1

8

"




NOTE:1. Z-PURLINS #1 & #4 HAVE RAISED MODULE MOUNTING SLOTS. (REF. E7/S-501)2. Z-PURLINS #2 & #3 HAVE FLAT MODULE MOUNTING SLOTS. (REF. E7/S-501)



5513 VINE STREET


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FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

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Th

e d

ra

win

gs a

nd

d

ata

in

th

is d

ocu

me

nt, a

nd

th

e in

te

lle

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c. ©

2

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6

DATE DESCRIPTION

FO

R

GR

OU

ND

M

OU

NT

163128

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

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GENENTECH INC.


VACAVILLE, CA 95688

US

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: Y

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LO

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S-301

RACK SECTION

& BAY PLAN VIEWS

YS BDS






4

5

SCALE:ALTERNATE

FOUNDATION SECTION

C8

1" = 1'-0"

POST PER POSTSCHEDULE ON SHEET S-101

PARTIAL LENGTH OF EXCESSPOST CUT AND BOLTED TOBOTTOM OF REMAINING POSTW/ (2) 2"x2"x4" LONG 10 GA. CLIPANGLE AND (8) Ø1/2" BOLTS ORAPPROVED EQUIVALENT

REINFORCING PERFOOTING SCHEDULEHOLD TIGHT TO TOP &BOTTOM OF HORIZONTALPOST CUT-OFF


EXCESS POST CUT-OFF

CONCRETE FOOTING

CONCRETE FOOTING

WIDTH

PER FOOTING SCHEDULE

WID

TH

RE

IN

FO

RC

IN

G P

ER

PE

ND

IC

UL

AR

T

O P

OS

T W

EB

SE

E F

OO

TIN

G S

CH

ED

UL

E

LENGTH

REINFORCING PARALLEL TO POST WEB

SEE FOOTING SCHEDULE

GRADE

3" REINFORCING & CUT-OFF POST LENGTH =

(OVERALL WIDTH - 6")

3"

DE

PT

H

PE

R

FO

OT

IN

G

SC

HE

DU

LE

C8S-302

A8S-302

FOR ODD # OF BARS, OFFSETTOP CENTER BAR AS SHOWN

SCALE:ALTERNATE

FOUNDATION PLAN

E8

1" = 1'-0"

SCALE:ALTERNATE

FOUNDATION SECTION

A8

1" = 1'-0"

LENGTH

PER FOOTING SCHEDULE


EXCESS POST CUT-OFF

CONCRETE FOOTING

GRADE

FOR ODD # OF BARS, BOTTOMCENTER BAR STAYSCENTERED AS SHOWN

NOTE:REINFORCING SHOWN MAY NOT REPRESENT THE ACTUAL REINFORCING REQUIRED.SEE FOOTING SCHEDULE FOR REQUIRED REINFORCING.PROVIDE MINIMUM 3" COVER FOR ALL REINFORCEMENT.

REINFORCING PERFOOTING SCHEDULEHOLD TIGHT TO TOP &BOTTOM OF HORIZONTALPOST CUT-OFF

DE

PT

H

PE

R

FO

OT

IN

G

SC

HE

DU

LE

SCALE:CONCRETE PIER SECTION ELEVATION

A1

1" = 1'-0"

PO

ST

M

IN

IM

UM

E

MB

ED

ME

NT

4

'-6

"

LINE OFGRADE

CO

NC

. P

IE

R D

EP

TH

5

'-0

"

1'-6"

18"Ø CONC.PIER



5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



TITLE & ADDRESS:

PROJECT INFORMATION

Th

e d

ra

win

gs a

nd

d

ata

in

th

is d

ocu

me

nt, a

nd

th

e in

te

lle

ctu

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nd

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ny p

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ith

ou

t th

e w

ritte

n co

nse

nt o

f R

BI S

ola

r, In

c. ©

2

01

6

DATE DESCRIPTION

FO

R

GR

OU

ND

M

OU

NT

163128

MARK


TRACKER

1 2 3 4 5 6 7 8 9 10 11

A

B

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D

E

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102 73 85 9 11

SO

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AN

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AN

DF

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L S

TR

UC

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RE

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OF

M

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TR

AC

KE

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GENENTECH INC.


VACAVILLE, CA 95688

US

ER

: Y

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S-302

ALTERNATE FOUNDATION

DETAILS & SCHEDULE

YS BDS






FOOTING SCHEDULETYPE LENGTH x WIDTH DEPTH REINFORCING PARALLEL TO

POST WEB AND POST CUT-OFFREINFORCING PERPENDICULAR TO

POST WEB AND POST CUT-OFFA 5'-6" x 5'-6" (PERIMETER) 1'-6" (4) #4 BARS T&B OR (4) #5 BARS T&B (4) #4 BARS T&B OR (4) #5 BARS T&B

B 4'-6" x 4'-6" (INTERIOR) 1'-6" (4) #4 BARS T&B OR (4) #5 BARS T&B (4) #4 BARS T&B OR (4) #5 BARS T&B

C 5'-9" x 5'-9" (NORTH ZONES) 1'-6" (4) #4 BARS T&B OR (4) #5 BARS T&B (4) #4 BARS T&B OR (4) #5 BARS T&B

NOTE: ALL REINFORCING TO HAVE 3" MINIMUM COVER

SCALE:PV MODULE TO

PURLIN CONNECTION DETAIL

E7

NONE

PV MODULE FRAME

Z - PURLIN PERBAY SCHEDULE

1/4" X 3/4" HH S.S. BOLT[2SSB25X075HHAS]

1/4" S.S. WASHER[2W25SS]

1/4" S.S. FENDER WASHER[2W25SS-FENDER]

1/4" S.S FLANGE NUT[2NUT25SS-FL]

MODULE MOUNTING SLOT(REFER TO DETAILFOR RAISED/FLAT PURLINLOCATION

RACK SLOPE

DOWN

A1/S-301

SCALE:LONGITUDINAL PURLIN

CONNECTION DETAIL

A9

6" = 1'-0"

SCALE:TRANSVERSE PURLIN

CONNECTION DETAIL

E9

6" = 1'-0"

SCALE:KNEE BRACE TO POST

CONNECTION DETAIL

A5

6" = 1'-0"SCALE:

X-BRACE TO POST

CONNECTION DETAIL

A7

6" = 1'-0"SCALE:

LOWER KNEE BRACE TO TOP

CHORD CONNECTION DETAIL

A2

6" = 1'-0"

X-BRACING PER X-BRACING SCHEDULELOOPED AROUND BOLT BETWEEN POSTAND WASHER AS SHOWN

GRIPPLE #4WIRE CLAMP

POST PER POSTSCHEDULE

NOTE: X-BRACING IS LOCATED ON THE DOWN SLOPE SIDE OF THE POSTSRA

CK S

LOPE

DOW

N

TR

IM

RE

TU

RN

TO

6" M

AX

.

1/2" x 1 1/4" HH GALV. BOLT &NUT [2GB50X125HH] WITH 1/2"GALV. WASHER [2W50PLTD]

TOP CHORD PERBAY SCHEDULE

3/4" x 5" HH GALVANIZEDBOLT & NUT [2GB75X500HH]

KNEE BRACE PERBAY SCHEDULE



1/2" x 3" HH GALVANIZEDBOLT & NUT [2GB50X300HH]W/ 1/2" GALV. WASHER[2W50PLTD]

1/2" x 3" HH GALVANIZEDBOLT & NUT [2GB50X300HH]W/ 1/2" GALV. WASHER[2W50PLTD]



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

L

I

ST

E

D

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

SPACER SLEEVE ATBOTTOM BOLT

1

4

"±

USE 1/4" THICK SPACINGPLATE AS DIRECTED ININSTALLATION MANUAL


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" SQ. TUBE GALV.SPACER [Z77250] ATEACH PURLIN BRACKETBOTTOM BOLT

SCALE:UPPER KNEE BRACE TO TOP

CHORD CONNECTION DETAIL

D2

6" = 1'-0"


3/4" x 5" HHGALVANIZEDBOLT & NUT[2GB75X500HH]


SCALE:TOP CHORD TO POST

CONNECTION DETAIL

D5

3" = 1'-0"


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

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

(2) 10 GA. GALV. POSTMOUNTING BRACKET[S7020]

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


10 GA. GALV. TOPCHORD MOUNTINGBRACKET [S722125]

SCALE:X-BRACING

ELEVATION

C7

1/2" = 1'-0"

NOTE: X-BRACING IS LOCATED ON THEDOWN SLOPE SIDE OF THE POSTS.

A7S-501

CABLE X-BRACING PERX-BRACING SCHEDULE.TENSION UNTIL WIRE ISTAUT WITH NO SLACK

LINE OF GRADE ORTOP OF BASE PLATE

RACK STRUCTURE

POST PER POSTSCHEDULE, TYP.

PLACE CABLE LOOP AROUNDLOWER BOLT BETWEENWASHER AND POST



5513 VINE STREET


513.242.2051

FAX: 513.242.0816

PROFESSIONAL SEAL

RELEASE RECORD



SHEET No.:

SHEET TITLE:



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PROJECT INFORMATION

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