Laserfiche WebLink
2 3 4 5 6 <br /> NOTES: <br /> IMAGE FOR REFERENCE ONLY <br /> UPPER ANCHOR POST 1. HARD BRACING TO BE INSTALLED BETWEEN <br /> EVERY NORTH AND SOUTH ANCHOR SET. <br /> (100%) - <br /> 2. EAST/WEST CABLE BRACING (VEE BRACES) TO <br /> BE INSTALLED IN THE SPACE BETWEEN ANCHOR <br /> F SETS (BAY), AT THE FRONT AND REAR. - <br /> ti CABLE BRACE o <br /> 3. CABLE BRACING SHALL BE INSTALLED TAUT. IT - <br /> a DOES NOT KEEP MEMBERS IN TENSION, BUT IT RACKING PROMDER - <br /> f IS A MOTION LIMITING ELEMENT. <br /> BRACE CLAMP <br /> TYP 2 PER CABLE BRACE 4. BRACE CLAMPS TO BE LOCATED AS SHOWN IN <br /> OFFSET DETAILS, THIS PAGE. SOLAR RACKING <br /> 5. CABLE TO BE STAINLESS STEEL AIRCRAFT 20-345 COUNTY ROAD X <br /> RIDGEVILLE CORNERS,OHIO 43555 a <br /> ' CABLE. (P) 410.267.5250 '^ <br /> BRACE CLAMP (F) 675214 w <br /> TYP 2 PER HARD BRACE 6. CABLE MAY BE OF EITHER 7X7 OR 7X19 WWW.APALTERL7ERNAPVES.COM p <br /> CONFIGURATION. <br /> RACKING TYPE <br /> 7. HARD BRACE MATERIAL: 40 KSI MIN YIELD <br /> STRENGTH, 1010 STEEL READYRACK <br /> D4 HARD BRACE-/ <br /> -- S.50 8. HARD BRACE TO BE HOT DIPPED GALVANIZED D 15 T R I B U TI 0 N <br /> If 1 TO ASTM A123 OR INLINE GALVANIZED TO STRUCTURAL ENGINEER OF RECORD <br /> CLAMP BOLT ASTM A1057 3 <br /> Di I C5 <br /> 9. LENGTH OF CABLE BRACES WILL VARY <br /> -- --� DEPENDENT ON ARRAY TILT, TERRAIN, POST <br /> SPANS, AND OTHER FACTORS. •rrh:rsrrs a eas:aeen <br /> B1 Cl I10. CABLE BRACES WILL TYPICALLY BE RECEIVED <br /> 5.50 EL DR. <br /> C4 5.50 ---- WITH ONE END MANUFACTURED WITH A LOOP 360MAUMEE,W. OON H 4353377 <br /> 4 <br /> S.so AND THE OTHER END FREE. THESE SHOULD BE IPI 410.725.7161 IFI 410.725.7160 <br /> FIELD FIT WITH A WIRE SPLICE AND ADJUSTED <br /> TO D1 VIEW: TYPICAL END OF ROW BRACING D4 DETAIL: BRACING CONNECTIONS THE TCONTRAHE CTOR ECT UPON"INSTAL TENSION, BY PRDESSIDNABSEAU,STAMP <br /> 11. FOLLOW ALL MANUFACTURERS GUIDELINES SEE <br /> WHEN BUILDING FIELD MADE END OF CABLES. APPROPRIATE <br /> EQV. NPS 1-1/4 SCH 5S STATE STAMPED o <br /> 12. ENSURE CABLE IS CLEANLY CUT TO ENSURE CERTIFICATION p <br /> HARD BRACE OD Cl ® DOCUMENT/S w <br /> p <br /> 1.66" 0.50" TYP 5.50 00PROPER ASSEMBLY. <br /> 2 PLACESPLA <br /> -." TYP. 8.00' 13. ENSURE CABLE ENTERS CORRECT APERTURE <br /> TYP. 5.25 OF WIRE SPLICE. THE FINAL LOOP SHOULD a <br /> ONLY BE ABLE TO GET TIGHTER UNDER LOAD, <br /> C 1 NOT LOOSER. � J <br /> ® 14. DEAD END OF FIELD MADE CABLE MUST - <br /> TYP. 34.31" EXTEND MIN. 4" FROM THE END OF THE Q <br /> 6.00 SWAGED SLEEVE. <br /> WALL THICKNESS <br /> 0.065" 80.0" - - - - 15. LOOPED END RECOMMENDED TO EXTEND 3" L� <br /> FROM WIRE SPLICE TO CLAMP BOLT. Q <br /> 16. WHEN PROPERLY INSTALLED, FIELD MADE <br /> ClSEC.: HARD BRACE C2 PART: HARD BRACE C4 HARD BRACE OFFSET, TOP C5 HARD BRACE OFFSET, BTM. CABLE LOOPS USING THE PROVIDED WIRE <br /> SPLICES AND METHOD PRESENTED HERE, ARE <br /> CAPABLE OF ACHIEVING ADEQUATE BREAKING <br /> MIN. BREAKING STRENGTH: 2,400 LBS STRENGTH. D <br /> Al FIELD MADE <br /> ����0�� B1 s.so <br /> LOOP ---- 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR <br /> MAX. OFFSET \ TO ENSURE THE CABLES ARE PREPARED TO <br /> �� OO REAR TOP MAX. OFFSET THE CORRECT LENGTH. <br /> �� S.50 If I <br /> i I 12.0" FRONT TOP <br /> Q <br /> ---------------- --------- U < <br /> - - LL <br /> OO �� ^CUSTOM CABLE LENGTHS Q <br /> CABLE DIAMETER MAX. OFFSET MAX. OFFSET � �J <br /> 5/32" WIRE SPLICE REAR BOTTOM FRONT BOTTOM - <br /> 20.0" 12.0" <br /> e <br /> B1 SEC.: CABLE BRACE B2 PART: CABLE BRACE B4 REAR CABLE OFFSET B5 FRONT CABLE OFFSET SHEET REMSIONE <br /> °;� <br /> IMAGE FOR REFERENCE ONLY. ACTUAL WIRE SPLICE MAY APPEAR DIFFERENT. IMAGE FOR REFERENCE ONLY CABLE FREQUENCY: 1007- ALL BAYS, FRONT & REAR <br /> a �RECOMMENDED <br /> 3" LOOP � - - <br /> z <br /> APPROVED <br /> b DRAWNRENEWED APPROVED SIZE <br /> A <br /> NF JR JDI D <br /> SHEET NAME <br /> HOR BRACING <br /> WIRE SPLICE ` -- - --- ANCOVVERVIEW <br /> g MIN. 4 TAIL vl �' PROJECT NUMBER <br /> RRD18US-001 <br /> Al CONNECTION: WIRE SPLICE A3 VIEW: TYPICAL ROW BRACING PLAN DRAnNGNUMBER REV. w <br /> S.50 A <br /> 2 3 4 5 6 <br />