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Flowers Solar Plans
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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: G-001G-001 COVER SHEET KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 INTERNATIONAL BUILDING CODE (IBC 2009 / 2012 NC BUILDING CODE) RISK CATEGORY: 1. OCCUPANCY CATEGORY: I 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 = 15.0 PSF (GROUND SNOW) ·Pf = 10.1 PSF (FLAT ROOF SNOW) ·Ps = 8.2 PSF (SLOPED ROOF SNOW) ·Ce = 1.00 ·Ct = 1.20 ·Cs = 0.82 ·Is = 0.80 4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM) ·V = 100 MPH ·EXPOSURE: C ·Iw = 0.87 5. SEISMIC: ·Ss = 0.243 ·S1 = 0.090 ·Sds = 0.259 ·Sd1 = 0.144 ·Ieq = 1.00 ·SITE CLASS: D ·SEISMIC DESIGN CATEGORY: C ·SEISMIC FORCE RESISTING SYSTEM = CANTILEVERED COLUMN SYSTEM ·DESIGN BASE SHEAR: V = 0.13 W Cs = 0.13 R = 2.0 ·EQUIVALENT LATERAL FORCE ANALYSIS PHOTOVOLTAIC MODULE GROUND MOUNT SYSTEM FOR AT GOVERNING CODE SITE PLAN OVERLAY SYSTEM SPECIFICATIONS FLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 SHEET INDEX SHEET SHEET DESCRIPTION G-001 COVER SHEET G-002 GENERAL NOTES/MODULE SPECIFICATION SHEETS S-101 OVERALL SITE PLAN S-102 COMPONENT LAYOUT - AREA 1 - NORTHWEST S-103 COMPONENT LAYOUT - AREA 2 - SOUTHWEST S-104 COMPONENT LAYOUT - AREA 3 - NORTHEAST S-105 COMPONENT LAYOUT - AREA 4 - SOUTHEAST S-301 RACK SECTION & BAY PLAN VIEWS S-501 DETAILS SYMBOLS LEGEND NORTH ARROW TITLE SCALE: - - TITLE LOCATION ELEVATION AZIMUTH180°AZIMUTH180°NOTE: THIS SUBMITTAL/CONSTRUCTION SET WAS PRODUCED FROM DOCUMENTS RECEIVED FROM CUSTOMER ON 01/15/18. PV MODULE MFR.ASTRONERGY PV MODULE MODEL #(STAVE) CHSM6612P 320 # OF PV MODULES/STRING 19 # OF ACTIVE PV MODULES 18354 # OF SPARE PV MODULES 0 TOTAL # OF PV MODULES 18354 TOTAL PV SYSTEM WATTS 5.87328 MW DC ARRAY TYPE FIXED TILT ARRAY TILT 25° +/- 2° TOTAL # OF POSTS 1774 ARRAY ROW SPACING 24'-0" INTER-ROW SPACE 12'-3 5/8" MINIMUM MODULE CLEARANCE 2'-6" ARRAY AZIMUTH 180° (NOT ADJUSTED FOR MAGNETIC DECLINATION) NOTE: GOOGLE EARTH© IMAGE IS FOR REFERENCE ONLY. RBI SOLAR RACK MODEL: GM-2 ELEVATION ELEVATION ID SHEET NUMBER - - DETAIL DETAIL ID SHEET NUMBER - - - - SECTION SECTION ID SHEET NUMBER 24'-0" ROW SPACINGTYP.12'-3 5/8" INTER-ROW SPACETYP.1086'-8 11/16"APPROXIMATE1404'-7 1/4" APPROXIMATE 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: G-002G-002 GENERAL NOTES/ MODULE SPECIFICATION SHEETS KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 MODULE SPECIFICATION SHEETS Classified under UL Standard #### for Bonding and Grounding Only NA DATEMODEL LISTED RBI SOLAR EXAMPLE GENERAL NOTES RACK SYSTEM TOPOGRAPHIC RELATIONSHIP ETL CLASSIFIED: THIS PROJECT CONTAINS RACKING LABELED AS ETL CLASSIFIED UNDER UL SUBJECT 2703 OR UL STANDARD 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. 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 KEY POINTS 1. RACK STRUCTURE IS PARALLEL TO SITE GRADE 2. COLUMN LENGTHS ARE EQUAL THROUGHOUT 3. TOPS OF PIERS FOLLOW SITE GRADE 4. EXPOSED PIER HEIGHTS MAY VARY LEVEL LINE FOLLOW GRADE RACK SLOPE VARIES GENERAL/CONSTRUCTION/SAFETY: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION CODE AND THE PROJECT SPECIFICATIONS. 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 OF CONSTRUCTION SELECTED BY CONTRACTOR. 6. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY UNEXPECTED CONDITIONS OR DISCREPANCIES WITH THE DESIGN DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO INSTALLATION OR ERECTION OF MATERIALS. 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 AND NOT BE LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETY BUT 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 STRUCTURE AND 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) PROVIDED TO RBI SOLAR. RBI SOLAR IS NOT RESPONSIBLE FOR PV MODULE DIMENSIONAL DISCREPANCIES DUE TO FURNISHED PV MODULES NOT MATCHING CUSTOMER FURNISHED PV MODULE DATA SHEETS. SPECIAL FIELD INSPECTIONS: 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 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'S/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. 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. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF 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. MATERIALS: A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 55, FY = 55 KSI MINIMUM B. PLATES:ASTM A36 C. TUBULAR SHAPES:ASTM A500 GRADE C, FY = 50 KSI MINIMUM D. FIELD BOLTS (TYP. U.N.O): SAE J429 GRADE 5 E. SCREWS:#12 TEKS - GALVANIZED F. COLD-FORMED/LIGHT GAGE ASTM A653 GRADE 55 G. 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 LATEST RBI SOLAR MODEL GM-I OR GM-2 INSTALLATION GUIDE FOR STRUCTURAL CONNECTION TORQUE VALUES. 5. ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICAN WELD SOCIETY'S SPECIFICATIONS - AWS D1.1. ELECTRODES SHALL BE E70 SERIES UNLESS NOTED OTHERWISE. 6. GALVANIZING SPECIFICATIONS A. STRUCTURAL SHAPES: 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): HOT-DIPPED GALVANIZING SHALL BE PER ASTM F2329 UNLESS NOTED OTHERWISE. MISCELLANEOUS FASTENERS: 1. ALL BOLTS SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS. 2. ALL HARDWARE USED FOR MOUNTING PV MODULES SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE. 3. ALL PV MODULE MOUNTING HARDWARE SHALL BE INSTALLED AND TORQUED PER THE LATEST RBI SOLAR MODEL GM-I OR GM-2 INSTALLATION GUIDE. DRIVEN POST EMBEDMENT: WHEN DRIVEN POSTS DO NOT ACCOMPLISH MINIMUM 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 MINIMUM 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 WHILE NOT ACCOMPLISHING MINIMUM DESIGN EMBEDMENT BUT NOT DUE TO REFUSAL. EMBEDMENT LESS THAN 3.5 FT. SHALL REQUIRE AN ALTERNATE FOUNDATION. 5. VERTICAL PULL TEST ON POSTS THAT DO NOT REACH MINIMUM DESIGN EMBEDMENT SHALL RESIST A MINIMUM UPLIFT FORCE OF 4250 LBS. IF POSTS DO NOT MEET THIS MINIMUM, AN ALTERNATE FOUNDATION IS REQUIRED. 6. LATERAL TEST ON POSTS THAT DO NOT REACH MINIMUM DESIGN EMBEDMENT SHALL RESIST A MINIMUM LATERAL FORCE OF 3250 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. FOR THE ALTERNATE PRE-DRILL & DRIVE FOUNDATION SOLUTION. REFER TO THE LATEST RBI SOLAR 'PRE-DRILL & DRIVE PROCEDURE' DOCUMENT FOR INSTALLATION INSTRUCTIONS. FOUNDATIONS/CONCRETE: 1. THE FOUNDATION DESIGN IS BASED ON ASSUMED MINIMUM CODE ALLOWABLE VALUES AND/OR FIELD TESTS PERFORMED BY RBI SOLAR ON 08-10-17. 2. CONCRETE SPECIFICATIONS: STRENGTH: 2500 PSI MINIMUM @ 28 DAYS FOR FOOTINGS OR 4000 PSI MINIMUM @ 28 DAYS FOR BALLASTS AIR CONTENT: 4-6% AGGREGATE SIZE: 3/4" MAXIMUM MINIMUM COVER: 3" UNLESS NOTED OTHERWISE 3. GROUT SPECIFICATIONS: 8000 PSI MINIMUM, NON-SHRINK 4. REINFORCING STEEL: ASTM A615 GRADE 60 BILLET STEEL 5. CUSTOMER IS RESPONSIBLE FOR VERIFYING FINAL SOIL CONDITIONS DURING CONSTRUCTION HAVE NOT BEEN PURPOSELY ALTERED IN ANY WAY TO ENSURE THE SOIL IS 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. 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 DESIGN DRAWINGS AND/OR MANUFACTURER'S SPECIFICATIONS. 8. 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 3'-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 3'-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. 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6"6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-101S-101 OVERALL SITE PLAN KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE:OVERALL SITE PLAN A1 AZIMUTH180°1/64" = 1'-0" A1 S-103 A1 S-102 1 S-105 A1 S-104 AREA 4 SOUTHEAST AREA 3 NORTHEAST AREA 1 NORTHWEST AREA 2 SOUTHWEST 1 76 MODULES 2 114 MODULES 3 152 MODULES 4 190 MODULES 5 228 MODULES 6 266 MODULES 7 304 MODULES 8 342 MODULES 9 380 MODULES 10 380 MODULES 11 418 MODULES 12 456 MODULES 13 532 MODULES 14 570 MODULES 15 608 MODULES 16 646 MODULES 17 646 MODULES 18 608 MODULES 19 608 MODULES 20 608 MODULES 21 342 MODULES 22 342 MODULES 23 342 MODULES 24 342 MODULES 25 342 MODULES 26 418 MODULES 27 494 MODULES 28 532 MODULES 29 570 MODULES 30 722 MODULES 31 646 MODULES 32 608 MODULES 33 570 MODULES 34 532 MODULES 35 494 MODULES 36 418 MODULES 37 418 MODULES 38 380 MODULES 39 342 MODULES 40 304 MODULES 41 266 MODULES 42 228 MODULES 43 190 MODULES 44 152 MODULES 45 152 MODULES 46 76 MODULES 18354 MODULES TOTAL 4EP2 A 5 4P2 A 4 5P2 A 3 4WP2 A 1 A 2 CB 4EP2 A9 4P2 A8 4P2 A7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB 4EP2 A13 4P2 A12 4P2 A11 4P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A 1 A 2 CB CB CB 4EP2 A 16 4P2 A15 6P2 A14 6P2 A13 5P2 A12 5P2 A11 5P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6" 4EP2 A 23 4P2 A 22 5P2 A 21 4WP2 A19 A20 CB 4EP2 A19 5P2 A18 5P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A 12 5P2 A 11 5P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A 1 A 2 CB CB CB CB CB 6EP2 A 18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A 11 6P2 A 10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB CB CB CB CB 6" 5EP2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6" 5EP2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6" 5EP2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6" 5EP2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6" 6EP2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6WP2 A19 A 20 CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6" 5EP2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6" 4EP2 A 32 5P2 A 31 5P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A22 6P2 A 21 6WP2 A19 A 20 CB CB CB CB 6" 4EP2 A 31 5P2 A 30 5P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB 6"CB CB CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6" 4EP2 A 32 5P2 A 31 5P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A22 6P2 A 21 6WP2 A19 A 20 CB CB CB CB 6" 5EP2 A 26 5P2 A 25 5P2 A 24 5P2 A 23 5P2 A 22 5P2 A 21 6WP2 A19 A 20 CB CB 6EP2 A 18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6" 4EP2 A 29 5P2 A 28 5P2 A 27 5P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6WP2 A19 A 20 CB CB CB 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-102S-102 COMPONENT LAYOUT AREA 1 - NORTHWEST KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE:COMPONENT LAYOUT A1 AZIMUTH180°BAY SCHEDULE BAYS PURLINS DETAILTYPEQTY.POST-POST DESCRIPTION MARK #/BAY PCS. 4EP2 10 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z4E 4 40 A8/S-301 4P2 8 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH AND 25.0° TILT Z4 4 32 A10/S-301 4WP2 12 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z4W 4 48 C8/S-301 5EP2 6 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z5E 4 24 C10/S-301 5P2 117 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH AND 25.0° TILT Z5 4 468 E8/S-301 5WP2 6 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z5W 4 24 E10/S-301 6EP2 13 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z6E 4 52 G4/S-301 6P2 203 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH AND 25.0° TILT Z6 4 812 G7/S-301 6WP2 11 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z6W 4 44 G9/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 122 3/8" x 4" x 4 3/4" CEE 14 GA. GALVANIZED UNLESS NOTED OTHERWISE. 3. LOWER KNEE BRACES ARE 44 3/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. 4. UPPER KNEE BRACES ARE 69 5/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. X-BRACE SCHEDULE SYMBOL DESCRIPTION SETS DETAIL 2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19 WIRE ROPE WITH 2 GRIPPLE D4 WIRE CLAMPS 109 C7/S-501CB 1/32" = 1'-0" POST SCHEDULE SYMBOL MARK DESCRIPTION LENGTH PIECES DETAIL A CEE 8X3 POST 10'-1" 415 A1/S-301 POST SETTING NOTES: 1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST 2. REFERENCE DETAIL A1/S-301 FOR ADDITIONAL INFORMATION ON REQUIRED POST EMBED DEPTHS 3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE 'X' #'X' # OR PER PLAN LEGEND SYMBOL REPRESENTS 6" WIDE ROW BREAK PER DETAIL G1/S-301 6" 39'-9 11/16" A 1 A 28REFERENCE SHEET S-103, AREA 2 - SOUTHWEST, ROW 28 53'-4 9/16" 51'-2 7/16" 53'-1 5/8" 51'-6 7/8" 57'-0 9/16" 59'-1 1/16" 62'-5 1/16" 62'-5 1/16" 57'-11 15/16"24'-0"TYP. POSTSPACING62'-1 5/16" CONTOUR LINES ARE 1'-0" 16'-7 7/8" A 6 REFERENCE SHEET S-104, AREA 3 - NORTHEAST, ROW 11 11 38 MODULES 12 76 MODULES 13 114 MODULES 14 152 MODULES 15 190 MODULES 16 228 MODULES 17 266 MODULES 18 266 MODULES 19 304 MODULES 20 342 MODULES 21 342 MODULES 22 342 MODULES 23 342 MODULES 24 342 MODULES 25 342 MODULES 26 342 MODULES 27 342 MODULES 4370 MODULES TOTAL 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A9 6P2 A8 6P2 A7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A9 6P2 A8 6P2 A7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A9 6P2 A8 6P2 A7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB 5EP2 A18 6P2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A5 5P2 A 4 5P2 A 3 5WP2 A1 A 2 CB CB CB CB CB 5EP2 A 18 5P2 A17 5P2 A 16 5P2 A15 5P2 A 14 5P2 A13 5P2 A 12 5P2 A11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A7 6P2 A6 6P2 A5 6P2 A 4 6P2 A 3 5WP2 A 1 A 2 CB CB CB CB CB 5EP2 A15 5P2 A 14 5P2 A13 5P2 A 12 5P2 A11 5P2 A 10 5P2 A 9 5P2 A 8 5P2 A 7 6P2 A6 6P2 A5 6P2 A 4 6P2 A 3 5WP2 A 1 A 2 CB CB CB CB 5EP2 A 9 4P2 A 8 4P2 A7 4P2 A6 4P2 A5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A18 A19 CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A18 A19 CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A18 A19 CB 6" 4EP2 A 23 4P2 A 22 4P2 A 21 5WP2 A19 A 20 CB 6" 6EP2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB 6" 5EP2 A 28 5P2 A 27 5P2 A 26 5P2 A 25 5P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB 6" 5EP2 A 28 5P2 A 27 5P2 A 26 5P2 A 25 5P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB 5EP2 A16 4P2 A 15 5P2 A 14 5P2 A13 5P2 A 12 5P2 A11 5P2 A 10 5P2 A 9 5P2 A8 5P2 A 7 5P2 A6 5P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6EP2 A17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A9 6P2 A8 6P2 A7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6" 6EP2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB 6" 4EP2 A 28 5P2 A 27 5P2 A 26 5P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB CB 6" 4EP2 A 25 5P2 A 24 5P2 A 23 5P2 A 22 5P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB 6" 4EP2 A 25 5P2 A 24 5P2 A 23 5P2 A 22 5P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB 6EP2 A17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A8 6P2 A7 6P2 A 6 6P2 A 5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6" 6EP2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A 18 A 19 CB CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A7 6P2 A 6 6P2 A5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A 18 A19 CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A7 6P2 A 6 6P2 A5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A 18 A19 CB 6EP2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A7 6P2 A 6 6P2 A5 5P2 A 4 5P2 A 3 5WP2 A 1 A 2 CB CB CB CB 6" 4EP2 A 22 4P2 A 21 4P2 A 20 5WP2 A 18 A19 CB 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-103S-103 COMPONENT LAYOUT AREA 2 - SOUTHWEST KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE:COMPONENT LAYOUT A1 AZIMUTH180°BAY SCHEDULE BAYS PURLINS DETAILTYPEQTY.POST-POST DESCRIPTION MARK #/BAY PCS. 4EP2 10 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z4E 4 40 A8/S-301 4P2 19 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH AND 25.0° TILT Z4 4 76 A10/S-301 5EP2 7 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z5E 4 28 C10/S-301 5P2 83 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH AND 25.0° TILT Z5 4 332 E8/S-301 5WP2 26 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z5W 4 104 E10/S-301 6EP2 17 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z6E 4 68 G4/S-301 6P2 215 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH AND 25.0° TILT Z6 4 860 G7/S-301 6WP2 8 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z6W 4 32 G9/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 122 3/8" x 4" x 4 3/4" CEE 14 GA. GALVANIZED UNLESS NOTED OTHERWISE. 3. LOWER KNEE BRACES ARE 44 3/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. 4. UPPER KNEE BRACES ARE 69 5/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. X-BRACE SCHEDULE SYMBOL DESCRIPTION SETS DETAIL 2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19 WIRE ROPE WITH 2 GRIPPLE D4 WIRE CLAMPS 102 C7/S-501CB 1/32" = 1'-0" POST SCHEDULE SYMBOL MARK DESCRIPTION LENGTH PIECES DETAIL A CEE 8X3 POST 10'-1" 419 A1/S-301 POST SETTING NOTES: 1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST 2. REFERENCE DETAIL A1/S-301 FOR ADDITIONAL INFORMATION ON REQUIRED POST EMBED DEPTHS 3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE 'X' #'X' # OR PER PLAN LEGEND SYMBOL REPRESENTS 6" WIDE ROW BREAK PER DETAIL G1/S-301 6" A 29 A 1 63'-3 1/2" 51'-4 11/16" 9'-4" 46'-7 5/8" 16'-7 7/8" 33'-6 3/4" REFERENCE SHEET S-102, AREA 1 - NORTHWEST, ROW 27 REFERENCE SHEET S-105, AREA 4 - SOUTHEAST, ROW 3024'-0"CONTOUR LINES ARE 1'-0"24'-0"TYP. POSTSPACING28 304 MODULES 29 304 MODULES 30 304 MODULES 31 266 MODULES 32 266 MODULES 33 266 MODULES 34 266 MODULES 35 266 MODULES 36 228 MODULES 37 228 MODULES 38 228 MODULES 39 228 MODULES 40 228 MODULES 41 228 MODULES 42 228 MODULES 43 190 MODULES 44 152 MODULES 45 152 MODULES 46 76 MODULES 4408 MODULES TOTAL 19'-11 3/8" 63'-3 1/2" 27 4EP2 A 19 5P2 A 18 5P2 A17 5P2 A16 5P2 A15 5P2 A14 6P2 A13 6P2 A12 6P2 A 11 6P2 A 10 6P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A 1 A 2 CB CB CB CB CB 5EP2 A18 6P2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A9 5P2 A8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6" 4EP2 A 23 4P2 A 22 5P2 A 21 4WP2 A19 A 20 CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A12 6P2 A11 6P2 A 10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A 18 6P2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 5P2 A 9 5P2 A 8 5P2 A7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A 1 A 2 CB CB CB CB CB 6EP2 A 18 6P2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB CB 6EP2 A17 6P2 A16 6P2 A15 6P2 A14 6P2 A13 6P2 A 12 6P2 A 11 6P2 A 10 6P2 A 9 6P2 A 8 6P2 A 7 6P2 A 6 6P2 A 5 6P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB 6EP2 A 22 6P2 A 21 6P2 A 20 6P2 A19 6P2 A18 6P2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 6P2 A 13 6P2 A 12 6P2 A 11 6P2 A 10 5P2 A 9 5P2 A 8 5WP2 A 6 A 7 CB CB CB CB 6EP2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6P2 A 19 6P2 A 18 6P2 A 17 6P2 A 16 6P2 A 15 6P2 A 14 5P2 A 13 5P2 A12 5WP2 A10 A 11 CB CB CB CB 6EP2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6P2 A 19 6P2 A 18 5P2 A 17 5P2 A16 5WP2 A14 A 15 CB CB CB CB 6EP2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 5P2 A 20 5P2 A19 5WP2 A17 A 18 CB CB CB CB 6EP2 A 36 6P2 A1 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 5P2 A 23 5P2 A 22 5WP2 A 20 A 21 CB CB CB CB 6EP2 A 40 6P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 5P2 A 27 5P2 A 26 5WP2 A 24 A 25 CB CB CB CB 5EP2 A 61 5P2 A60 5P2 A 59 5P2 A58 5P2 A 57 5P2 A 56 5P2 A 55 5P2 A 54 5P2 A 53 6P2 A 52 6P2 A 51 6P2 A 50 6P2 A 49 6P2 A 48 6P2 A 47 6P2 A 46 6WP2 A 44 A 45 6EP2 A 43 6P2 A 42 6P2 A 41 6P2 A 40 6P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 5P2 A 30 5P2 A 29 5WP2 A 27 A 28 CB CB CB CB 6EP2 A 42 6P2 A 41 6P2 A 40 6P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 5P2 A 29 5P2 A 28 5WP2 A 26 A 27 CB CB CB CB 6" 4EP2 A 26 5P2 A 25 5P2 A 24 5P2 A 23 5P2 A 22 6P2 A 21 6WP2 A19 A 20 CB CB 6" 4EP2 A 29 5P2 A 28 5P2 A 27 5P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6WP2 A19 A 20 CB CB CB 6" 4EP2 A 32 5P2 A 31 5P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6WP2 A 19 A 20 CB CB CB CB 6" 4EP2 A 36 5P2 A 35 5P2 A34 5P2 A 33 5P2 A32 5P2 A 31 5P2 A 30 5P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6WP2 A19 A 20 CB CB CB CB CB 6" 4EP2 A 35 5P2 A 34 5P2 A33 5P2 A 32 5P2 A31 5P2 A 30 5P2 A 29 5P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6P2 A 24 6P2 A 23 6P2 A 22 6P2 A 21 6P2 A 20 6WP2 A18 A19 CB CB CB CB CB 6" 5EP2 A 39 5P2 A38 5P2 A 37 6P2 A36 6P2 A35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6WP2 A 23 A 24 CB CB CB CB 6" 5EP2 A 43 5P2 A 42 5P2 A 41 6P2 A 40 6P2 A39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6WP2 A 27 A 28 CB CB CB CB 6" 5EP2 A 47 5P2 A 46 5P2 A 45 6P2 A 44 6P2 A 43 6P2 A 42 6P2 A 41 6P2 A 40 6P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6WP2 A 31 A 32 CB CB CB CB 6" 5EP2 A 50 5P2 A 49 5P2 A 48 6P2 A 47 6P2 A 46 6P2 A 45 6P2 A 44 6P2 A 43 6P2 A 42 6P2 A 41 6P2 A 40 6P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6WP2 A 34 A 35 CB CB CB CB 6" 5EP2 A 53 5P2 A52 5P2 A 51 6P2 A50 6P2 A 49 6P2 A 48 6P2 A 47 6P2 A 46 6P2 A 45 6P2 A 44 6P2 A 43 6P2 A 42 6P2 A 41 6P2 A 40 6P2 A 39 6WP2 A 37 A 38 CB CB CB CB 6" 5EP2 A 58 5P2 A57 5P2 A 56 5P2 A55 5P2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5P2 A 50 6P2 A 49 6P2 A 48 6P2 A 47 6P2 A 46 6P2 A 45 6P2 A 44 6P2 A 43 6WP2 A 41 A 42 CB CB CB CB CB 6"CB CB CB CB CB 6" 5EP2 A58 4P2 A 57 5P2 A 56 5P2 A 55 5P2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5P2 A 50 5P2 A 49 5P2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5WP2 A 43 A 44 CB CB CB CB 6"CB CB CB 6" 4EP2 A 52 4P2 A 51 4P2 A 50 5WP2 A 48 A 49 CB 6" 4EP2 A 55 4P2 A 54 4P2 A 53 5WP2 A 51 A 52 CB 6" 4EP2 A 58 4P2 A 57 4P2 A 56 5WP2 A 54 A 55 CB 6" 4EP2 A 63 4P2 A 62 4P2 A 61 5WP2 A 59 A 60 CB 4EP2 A 61 4P2 A 60 4P2 A 59 4P2 A 58 5P2 A 57 5P2 A 56 5P2 A 55 5WP2 A 53 A 54 5EP2 A 52 5P2 A51 5P2 A 50 5P2 A 49 5P2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 4P2 A 35 4WP2 A 33 A 34 CB CB CB CB CB 5EP2 A 61 5P2 A 60 5P2 A 59 5P2 A 58 5P2 A 57 5P2 A 56 5P2 A 55 5P2 A 54 5P2 A 53 5P2 A 52 5WP2 A 50 A 51 5EP2 A 49 5P2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 4P2 A 32 4WP2 A 30 A 31 CB CB CB CB CB 4EP2 A 9 4P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 4P2 A 3 4WP2 A 1 A 2 CB CB 4EP2 A13 4P2 A 12 5P2 A 11 5P2 A10 5P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 4P2 A 4 4P2 A 3 4WP2 A1 A 2 CB CB CB 4EP2 A16 5P2 A15 5P2 A 14 5P2 A13 5P2 A 12 5P2 A11 5P2 A 10 6P2 A 9 5P2 A 8 5P2 A 7 5P2 A 6 5P2 A 5 5P2 A 4 5P2 A 3 4WP2 A1 A 2 CB CB CB CB 6"CB CB 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-104S-104 COMPONENT LAYOUT AREA 3 - NORTHEAST KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE:COMPONENT LAYOUT A1 AZIMUTH180°BAY SCHEDULE BAYS PURLINS DETAIL TYPE QTY.POST-POST DESCRIPTION MARK #/BAY PCS. 4EP2 15 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z4E 4 60 A8/S-301 4P2 20 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH AND 25.0° TILT Z4 4 80 A10/S-301 4WP2 13 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z4W 4 52 C8/S-301 5EP2 12 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z5E 4 48 C10/S-301 5P2 191 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH AND 25.0° TILT Z5 4 764 E8/S-301 5WP2 15 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z5W 4 60 E10/S-301 6EP2 13 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z6E 4 52 G4/S-301 6P2 261 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH AND 25.0° TILT Z6 4 1044 G7/S-301 6WP2 12 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z6W 4 48 G9/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 122 3/8" x 4" x 4 3/4" CEE 14 GA. GALVANIZED UNLESS NOTED OTHERWISE. 3. LOWER KNEE BRACES ARE 44 3/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. 4. UPPER KNEE BRACES ARE 69 5/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. X-BRACE SCHEDULE SYMBOL DESCRIPTION SETS DETAIL 2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19 WIRE ROPE WITH 2 GRIPPLE D4 WIRE CLAMPS 148 C7/S-501CB 1/32" = 1'-0" POST SCHEDULE SYMBOL MARK DESCRIPTION LENGTH PIECES DETAIL A CEE 8X3 POST 10'-1" 592 A1/S-301 POST SETTING NOTES: 1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST 2. REFERENCE DETAIL A1/S-301 FOR ADDITIONAL INFORMATION ON REQUIRED POST EMBED DEPTHS 3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE 'X' #'X' # OR PER PLAN LEGEND SYMBOL REPRESENTS 6" WIDE ROW BREAK PER DETAIL G1/S-301 6" 62'-1 5/16" 39'-8 1/16" 25'-7 5/8" 55'-5 1/16" 55'-7 3/8" 55'-5 1/16" 62'-0 1/4" 46'-7 5/8" 55'-3 7/8" A 5REFERENCE SHEET S-102, AREA 1 - NORTHWEST, ROW 11 CONTOUR LINES ARE 1'-0"24'-0"TYP. POSTSPACINGG3 S-501 USE EXTENDED POST TOP BRACKETS IN THIS GENERAL AREA AS REQUIRED 176 MODULES 2114 MODULES 3152 MODULES 4190 MODULES 5228 MODULES 6266 MODULES 7304 MODULES 8342 MODULES 9380 MODULES 10380 MODULES 11380 MODULES 12380 MODULES 13418 MODULES 14418 MODULES 15418 MODULES 16418 MODULES 17380 MODULES 18342 MODULES 19304 MODULES 20266 MODULES 6156 MODULES TOTAL 4EP2 A 40 4P2 A 39 4P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 4WP2 A 32 A 33 CB CB 4EP2 A 53 4P2 A 52 4P2 A 51 5WP2 A 49 A 50 5EP2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 5P2 A 32 4P2 A 31 4WP2 A 29 A 30 CB CB CB CB CB 6"CB 4EP2 A 57 4P2 A 56 4P2 A 55 4P2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5WP2 A 49 A 50 5EP2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A34 5P2 A 33 5P2 A 32 4P2 A 31 4WP2 A 29 A 30 CB CB CB CB CB 4EP2 A 71 4P2 A 70 4P2 A 69 5WP2 A 67 A 68 5EP2 A 66 5P2 A 65 5P2 A64 5P2 A 63 6P2 A62 6P2 A 61 6P2 A 60 6P2 A 59 6P2 A 58 6P2 A 57 6P2 A 56 6P2 A 55 5P2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5WP2 A 49 A 50 5EP2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 5P2 A 32 4P2 A 31 4WP2 A 29 A 30 CB CB CB CB CB 5EP2 A 56 5P2 A55 5P2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5P2 A 50 5P2 A 49 5P2 A 48 5P2 A 47 6P2 A 46 6P2 A 45 6P2 A 44 6WP2 A 42 A 43 6EP2 A 41 6P2 A 40 6P2 A39 6P2 A38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 5P2 A 28 5P2 A 27 5WP2 A 25 A 26 5EP2 A 62 5P2 A 61 5P2 A60 5P2 A 59 5P2 A58 5P2 A 57 5P2 A56 5P2 A 55 5P2 A 54 6P2 A 53 6P2 A 52 6P2 A 51 6P2 A 50 6P2 A 49 6P2 A 48 6P2 A 47 6WP2 A 45 A 46 5EP2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 5P2 A 32 5P2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 4P2 A 27 4WP2 A 25 A 26 CB CB CB CB CB 6"CB CB 6"CB CB CB CB CB 6"CB 6"CB CB CB CB CB CB CB CB CB 5EP2 A 50 5P2 A 49 5P2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 6WP2 A 43 A 44 6EP2 A 42 6P2 A 41 6P2 A 40 6P2 A39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 5P2 A 29 5P2 A 28 5WP2 A 26 A 27 5EP2 A 54 5P2 A 53 5P2 A 52 5P2 A 51 5P2 A 50 5P2 A 49 5P2 A 48 5P2 A 47 5P2 A 46 5P2 A 45 5WP2 A 43 A 44 6EP2 A 42 6P2 A 41 6P2 A 40 6P2 A39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 5P2 A 29 5P2 A 28 5WP2 A 26 A 27 CB CB CB CB 5EP2 A 40 5P2 A 39 5P2 A38 5P2 A 37 5P2 A36 5P2 A 35 5P2 A34 5P2 A 33 5P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6P2 A 26 6P2 A 25 6WP2 A 23 A 24 4EP2 A 46 4P2 A 45 4P2 A 44 5WP2 A 42 A 43 5EP2 A 41 5P2 A 40 5P2 A 39 6P2 A 38 6P2 A 37 6P2 A 36 6P2 A 35 6P2 A 34 6P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 6WP2 A 25 A 26 CB CB CB CB 6"CB CB CB CB 6"CB CB CB 6"CB CB CB CB CB CB CB CB CB CB CB 6"CB 5EP2 A 34 5P2 A 33 5P2 A 32 5P2 A 31 5P2 A 30 5P2 A 29 5P2 A 28 5P2 A 27 5P2 A 26 5P2 A 25 5WP2 A 23 A 24 CB CB CB 5EP2 A 31 4P2 A 30 4P2 A 29 4P2 A 28 4P2 A 27 5P2 A 26 5P2 A 25 5WP2 A 23 A 24 CB CB 4EP2 A 27 4P2 A 26 4P2 A 25 5WP2 A 23 A 24 CB CB CB CB CB 5EP2 A 38 5P2 A 37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 5P2 A 32 5P2 A 31 5P2 A 30 5P2 A 29 6P2 A 28 6P2 A 27 4P2 A 26 4P2 A 25 4WP2 A 23 A 24 5EP2 A 41 5P2 A 40 5P2 A39 5P2 A 38 5P2 A37 5P2 A 36 5P2 A 35 5P2 A 34 5P2 A 33 6P2 A 32 6P2 A 31 6P2 A 30 6P2 A 29 6P2 A 28 6P2 A 27 4P2 A 26 4P2 A 25 4WP2 A 23 A 24 CB CB CB CB CB 4EP2 A 48 4P2 A 47 4P2 A 46 5P2 A 45 5P2 A 44 5P2 A 43 5P2 A 42 5P2 A 41 5P2 A 40 5P2 A 39 5P2 A 38 5P2 A 37 5P2 A 36 4P2 A 35 4P2 A 34 4WP2 A 32 A 33 CB CB CB CB 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-105S-105 COMPONENT LAYOUT AREA 4 - SOUTHEAST KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE:COMPONENT LAYOUT A1 AZIMUTH180°BAY SCHEDULE BAYS PURLINS DETAILTYPEQTY.POST-POST DESCRIPTION MARK #/BAY PCS. 4EP2 7 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z4E 4 28 A8/S-301 4P2 29 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH AND 25.0° TILT Z4 4 116 A10/S-301 4WP2 8 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 4 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z4W 4 32 C8/S-301 5EP2 15 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z5E 4 60 C10/S-301 5P2 163 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH AND 25.0° TILT Z5 4 652 E8/S-301 5WP2 12 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 5 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z5W 4 48 E10/S-301 6EP2 3 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER EAST SIDE AND 25.0° TILT Z6E 4 12 G4/S-301 6P2 81 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH AND 25.0° TILT Z6 4 324 G7/S-301 6WP2 5 SEE BAY PLAN STAVE CHSM6612P 320 PORTRAIT MODULES 6 WIDE x 2 HIGH WITH 1 CANTILEVER WEST SIDE AND 25.0° TILT Z6W 4 20 G9/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 122 3/8" x 4" x 4 3/4" CEE 14 GA. GALVANIZED UNLESS NOTED OTHERWISE. 3. LOWER KNEE BRACES ARE 44 3/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. 4. UPPER KNEE BRACES ARE 69 5/16" x 2" SQ. 15 GA. GALVANIZED UNLESS NOTED OTHERWISE. X-BRACE SCHEDULE SYMBOL DESCRIPTION SETS DETAIL 2 STRANDS OF 22'-0" LONG 3/16" GALV. 7x19 WIRE ROPE WITH 2 GRIPPLE D4 WIRE CLAMPS 86 C7/S-501CB 1/32" = 1'-0" POST SCHEDULE SYMBOL MARK DESCRIPTION LENGTH PIECES DETAIL A CEE 8X3 POST 10'-1" 348 A1/S-301 POST SETTING NOTES: 1. ALL POST DIMENSIONS SHOWN ARE CENTERLINE TO CENTERLINE OF POST 2. REFERENCE DETAIL A1/S-301 FOR ADDITIONAL INFORMATION ON REQUIRED POST EMBED DEPTHS 3. POST LENGTH INCLUDES ADDITIONAL MATERIAL TO ALLOW FOR TOPOGRAPHICAL VARIANCE 'X' #'X' # OR PER PLAN LEGEND SYMBOL REPRESENTS 6" WIDE ROW BREAK PER DETAIL G1/S-301 6" 44'-8 9/16" REF.96'-0"REF.307'-0" 92'-9 1/16" 107'-5 15/16" 109'-0" 39'-7 1/2" CONTOUR LINES ARE 1'-0"24'-0"TYP. POSTSPACINGA 31REF. SHEET S-103, AREA 2 SOUTHWEST, ROW 26 39'-6 1/2" G3 S-501 USE EXTENDED POST TOP BRACKETS IN THIS GENERAL AREA AS REQUIRED 2676 MODULES 27152 MODULES 28228 MODULES 29266 MODULES 30418 MODULES 31380 MODULES 32342 MODULES 33304 MODULES 34266 MODULES 35228 MODULES 36190 MODULES 37190 MODULES 38152 MODULES 39114 MODULES 4076 MODULES 4138 MODULES 3420 MODULES TOTAL SCALE: DESIGN RACK SECTION A1 1" = 1'-0" E9 S-501 (1)(2)(3)(4) 25.0°2'-6"MIN.12'-10 7/ 8 " LENG 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 AI T O RI E N T A T I O N 3'-2 7/ 1 6 " 3'-3 1/ 2 " 3'-2 7/ 1 6 " 6'-3 1/4"5'-5 1/8" 11'-8 3/8"7'-11 7/16"VARIESPOST TYPE 'A' = 5'-0" MIN. DESIGN EMBEDMENT4'-0 11/16"VARIESTOP CHORD Z-PURLIN PURLIN BRACKET MOUNTING POST LINE OF GRADE KNEE BRACE D5 S-501 A2 S-501 D2 S-501 A5 S-501 SCALE: 6WP2 BAY PLAN VIEW G9 1/4" = 1'-0" SCALE: 5WP2 BAY PLAN VIEW E10 1/4" = 1'-0" SCALE: 5EP2 BAY PLAN VIEW C10 1/4" = 1'-0" SCALE: 4P2 BAY PLAN VIEW A10 1/4" = 1'-0" SCALE: 6P2 BAY PLAN VIEW G7 1/4" = 1'-0" SCALE: 5P2 BAY PLAN VIEW E8 1/4" = 1'-0" SCALE: 4WP2 BAY PLAN VIEW C8 1/4" = 1'-0" SCALE: 4EP2 BAY PLAN VIEW A8 1/4" = 1'-0" SCALE: TYPICAL ROW BREAK DETAIL G1 NONE CL POST 7'-0 15/16" POST ℄ TO POST ℄ 6" CL POST NOTE: COMPONENTS SHOWN MAY VARY FROM ACTUAL CONFIGURATION. SEE INDIVIDUAL BAY PLANS THIS SHEET FOR MORE DETAILED PLANS. MODULE TO MODULE GAP CL POST Z6W (4) Z6W (3) Z6W (2) Z6W (1) CL POST 19'-11 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z6 (4) Z6 (3) Z6 (2) Z6 (1) CL POST 19'-11 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z6E (4) Z6E (3) Z6E (2) Z6E (1) CL POST 19'-11 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z5W (4) Z5W (3) Z5W (2) Z5W (1) CL POST 16'-7 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z5 (4) Z5 (3) Z5 (2) Z5 (1) CL POST 16'-7 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z5E (4) Z5E (3) Z5E (2) Z5E (1) CL POST 16'-7 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z4W (4) Z4W (3) Z4W (2) Z4W (1) CL POST 13'-3 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z4 (4) Z4 (3) Z4 (2) Z4 (1) CL POST 13'-3 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION CL POST Z4E (4) Z4E (3) Z4E (2) Z4E (1) CL POST 13'-3 7/8" LENGTH DETERMINED BY PV MODULE DIMENSIONS IN PORTRAIT ORIENTATION SCALE: 6EP2 BAY PLAN VIEW G4 1/4" = 1'-0" NOTE: 1. ALL Z-PURLINS HAVE RAISED MODULE MOUNTING SLOTS. (REF. E7/S-501) 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-301S-301 RACK SECTION & BAY PLAN VIEWS KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 SCALE: PV MODULE TO PURLIN CONNECTION DETAIL E7 NONE PV MODULE FRAME Z - PURLIN PER BAY 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]RACK SLOPEDOWNNOTE: TORQUE CONNECTION TO 8 ft-lbf RAISED MODULE MOUNTING SLOT 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" SCALE: UPPER KNEE BRACE TO TOP CHORD CONNECTION DETAIL D2 6" = 1'-0" TOP CHORD PER BAY SCHEDULE 3/4" x 5" SAE J429 HH GRADE 8 MAGNI 565 COATED BOLT & NUT [2GB75X500HH] KNEE BRACE PER BAY SCHEDULE TOP CHORD PER BAY SCHEDULE 3/4" X 5" SAE J429 HH GRADE 8 MAGNI 565 COATED BOLT & NUT [2GB75X500HH] KNEE BRACE PER BAY SCHEDULE X-BRACING PER X-BRACING SCHEDULE LOOPED AROUND BOLT BETWEEN POST AND WASHER AS SHOWN GRIPPLE #4 WIRE CLAMP POST PER POST SCHEDULE NOTE: X-BRACING IS LOCATED ON THE DOWN SLOPE SIDE OF THE POSTSRACK SLOPEDOWNTRIM RETURN TO ≈6" 3/8" x 1 1/4" HH GALV. BOLT & NUT [2GB37X125HH] WITH 3/8" GALV. WASHER [2W37PLTD] KNEE BRACE PER BAY SCHEDULE KNEE BRACE PER BAY SCHEDULE 3/4" x 3 1/2" HH GALVANIZED BOLT & NUT [2GB50X350HH] W/ 3/4" GALV. WASHER [2W75PLTD] 3/4" x 3 1/2" HH GALVANIZED BOLT & NUT [2GB75X350HH] W/ 3/4" GALV. WASHER [2W75PLTD] POST PER POST SCHEDULE TOP CHORD PER BAY SCHEDULE (4) 3/8" x 3/4" HH GALVANIZED BOLT & NUT (TYP.) [2GB37X075HH] PURLIN MOUNTING BRACKET [S7045-38] Z-PURLIN PER BAY SCHEDULE (4) 3/8" x 3/4" HH GALVANIZED BOLT & NUT (TYP.) [2GB37X075HH] ORIENT AS SHOWN TO ALLOW MODULE HARDWARE INSTALLATION PV MODULE Classified under UL S tandard #### fo r Bond ing and Grounding On ly NADATEMODELLI STED RBI SOLAREXAMPLEE7 S-501 A9 S-501 (2) ETL CLASSIFIED LABELED PURLIN BRACKETS PER ROW. INSTALLED AT EYE LEVEL AT BOTH ENDS OF EVERY CONTINUOUS SECTION BOLT ORIENTATION SHOWN TO ALLOW PURLIN TO BE USED FOR WIRE MANAGEMENT 14"±USE 1/4" THICK SPACING PLATE AS DIRECTED IN INSTALLATION MANUAL TOP CHORD PER BAY SCHEDULE (2) 3/8" x 5" HH GALVANIZED THRU BOLT & NUT (TYP.) [2GB37X500HH] PURLIN MOUNTING BRACKET [S7045-38] BEHIND PURLIN PER BAY SCHEDULE (4) 3/8" x 3/4" HH GALVANIZED BOLT & NUT (TYP.) [2GB37X075HH] E7 S-501 TYP. PV MODULE (TYP.) TUBE GALV. SPACER [Z77250] AT EACH PURLIN BRACKET BOTTOM BOLT SCALE: TOP CHORD TO POST CONNECTION DETAIL D5 3" = 1'-0" SCALE: TOP CHORD TO POST EXTENDED CONNECTION DETAIL G3 3" = 1'-0" (2) #12 x 1 1/4" HEX HD TEK SCREW [2GT12X125HH45] INSTALL ONLY AFTER POST TOP ASSEMBLY IS SQUARE (2) 10 GA. GALV. POST MOUNTING BRACKET [S7020-38] (6) 3/8" x 1 1/4" HH GALV. BOLT & NUT [2GB37X125HH] (12) 3/8" GALV. WASHERS (TYP.) [2W37GALV] POST PER POST SCHEDULE 3/8" x 5" HH GALV. THRU BOLT & NUT (TYP.) [2GB37X500HH-075TH] TOP CHORD PER BAY SCHEDULE 10 GA. GALV. TOP CHORD MOUNTING BRACKET [S7221-38] (6) 3/8" x 1 1/4" HH GALV. BOLT & NUT [2GB37X125HH] (12) 3/8" GALV. WASHERS (TYP.) [2W37GALV] (2) 10 GA. GALV. EXTENDEDPOST MOUNTING BRACKET[S7020E-38](2) #12 x 1 1/4" HEX HDTEK SCREW[2GT12X125HH45]INSTALL ONLY AFTERPOST TOP ASSEMBLYIS SQUARE POST PER POST SCHEDULE 3/8" x 5" HH GALV. THRU BOLT & NUT (TYP.) [2GB37X500HH-075TH] TOP CHORD PER BAY SCHEDULE 10 GA. GALV. TOP CHORD MOUNTING BRACKET [S7221-38] 3/8" X 1 1/4" HH GALV.BOLT & NUT[2GB37X125HH] POSTHOLE TO BE FIELDDRILLED ANDINSTALL ONLY AFTERPOST TOP ASSEMBLYIS SQUARE (4) #12 x 1 1/4" HEX HD TEK SCREW [2GT12X125HH45] INSTALL ONLY AFTER POST TOP ASSEMBLY IS SQUARE (2) 10 GA. GALV. EXTENDED POST MOUNTING BRACKET [S7020EV4-38] (2) 10 GA. GALV. EXTENDEDPOST MOUNTING BRACKET[S7020EV4-38](2) #12 x 1 1/4" HEX HDTEK SCREW[2GT12X125HH45]INSTALL ONLY AFTERPOST TOP ASSEMBLYIS SQUARE SCALE: X-BRACING ELEVATION C7 1/2" = 1'-0" NOTE: X-BRACING IS LOCATED ON THE DOWN SLOPE SIDE OF THE POSTS. A7 S-501 CABLE X-BRACING PER X-BRACING SCHEDULE. TENSION UNTIL WIRE IS TAUT WITH NO SLACK LINE OF GRADE OR TOP OF BASE PLATE RACK STRUCTURE POST PER POST SCHEDULE, TYP. PLACE CABLE LOOP AROUND LOWER BOLT BETWEEN WASHER AND POST 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 The drawings and data in this document, and the intellectual property and confidential information it contains, are the property of RBI Solar, Inc. 5513 Vine Street, Cincinnati, Ohio, 45217. Any party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclose to others without the written consent of RBI Solar, Inc. © 2017DATE DESCRIPTIONFORGROUND MOUNTFLOWERS SOLAR BAILEYS CROSSROADS RD COATS, NC 27521 173325 MARK 1 2 3 4 5 6 7 8 9 10 11 A B C D E F 6 H 1 4 G 10273859 11 SOLAR CANOPYLANDFILL STRUCTUREROOF MOUNTTRACKERUSER: KSEIGNEUR PLOTTED: 1/16/2018 - 4:05 PM S:\RBI Solar\Design\2017 Jobs\173325 - Southern Current-Flowers Solar\Drawings\173325 - Southern Current-Flowers Solar R6.dwg LAYOUT: S-501S-501 DETAILS KDS BDS 01 08/16/17 50% REVIEW SET 02 09/09/17 75% REVIEW SET 03 10/06/17 90% REVIEW SET 04 10/17/17 90% REVIEW SET R1 05 01/02/18 100% SUBMITTAL 06 01/16/18 100% SUBMITTAL R1 EXTENDED BRACKETS USED WHERE REQUIRED DUE TO TOPOGRAPHY (DETERMINE IN FIELD)