Laserfiche WebLink
2 3 1 4 E _ <br /> CUSTOMER <br /> — NOTES <br /> 0.070" 1.00' <br /> E1 1. STRUT PURLIN MATERIAL AND FINISH ARE <br /> �� 5300 MANUFACTURED TO SPECIFICATIONS THAT <br /> EXCEED OUR STANDARD PRODUCT <br /> WARRANTY. <br /> 0 0 0 0 0 C> O O O O 2. STRUT PURLIN GALVANIZED TO CONFORM <br /> E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO A MINIMUM THICKNESS DESIGNATION <br /> C= C= I C I=) C EQUAL TO G90 OR INLINE GALVANIZED TO <br /> COMPARABLE THICKNESS AS PER ASTM <br /> A1057. RACKING MMDER <br /> IL „ LENGTH VARIES <br /> 3. ALL PURLINS MANUFACTURED USING ASTM <br /> 4.50" A1011/A1011M STRUCTURAL STEEL. AAA <br /> SOLAR RACKING <br /> 4. MINIMUM STEEL Fy YIELD STRENGTH OF 20-345 COUNTY ROAD x <br /> E1 PART: NS (VERTICAL) CEE PURLIN E3 VIEW: NS CEE PURLINS STRUT PURLINS TO BE 50 KSI. RIDGEMLLE CORNERS,OHIO+3555 <br /> (P) 419.267.5280 <br /> (F)419.267.5214 <br /> 5. MINIMUM STEEL Fy YIELD STRENGTH OF CEE WWW.APASDLAR.com <br /> CHANNEL TO BE 50 KSI. <br /> STRUT THICKNESS RACKING TTPE <br /> 0.108" 6. SLOT DIMENSIONS FOR REFERENCE ONLY. <br /> MIDCLP BLY PV MODULE ALTERNATE A5 SUBSTITUTED.OLE PATTERNS MAY BE <br /> 5300 <br /> ASSEMREADYRAffir <br /> 7. LENGTH OF PURLINS VARIES BY PROJECT STRUCNRAL ENGINEER OF RECORD <br /> STRUT WIDTH AND LOCATION WITHIN ARRAY. _ <br /> 1.625" <br /> PANEL GAP B. PANEL DIMENSIONS VARY. REFER TO <br /> 0.75 ------ —— �J <br /> MANUFACTURER'S SPEC SHEET. <br /> ------- --__ <br /> a <br /> Archiaecoa a engineer. <br /> STRUT HEIGHT 9. STRUT PLACEMENT IN RELATIONSHIP TO <br /> STRUT LOCATION 1.625" PANEL DICTATED BY MANUFACTURER, SEE 360 W.DUSSEL DR. <br /> 37 <br /> VARIES PER PV MANUFACTURER'S INSTALL MANUAL. IPI 419.725.7161 MADMEE,aI 47 411599.7259.7160 <br /> . <br /> MANUFACTURER EQ. 12 GA.F F <br /> 7 <br /> 000000000000000000000000�� D3 SECTION: EW STRUT 10. CLAMP PLACEMENT DETERMINED BY STRUT PROFESS <br /> PLACEMENT. <br /> pi <br /> 11. ENDCLAMPS MUST BE INSTALLED AT BOTH M - <br /> LENGTH VARIES � ----------------J`f' --=3 l - ENDS OF THE ROW, AT THE EAST AND � a� <br /> WEST END (TYP.) OF EACH STRUT. A <br /> --------------------- w <br /> 12. STAINLESS STEEL HARDWARE) <br /> --------------------------------------------- 5' NOMINAL TORQUE VALUE <br /> 9Ga2 <br /> M8-1.25: 15.6 FT—LBS <br /> _---- ---------------- <br /> C3 <br /> 00 --------- MIN/MAX TORQUE VALUES W <br /> — y M8-1.25: 14.0 — 32 FT—LBS <br /> -- --------------- — ---- <br /> o ----- <br /> ee 3.00 <br /> D3 <br /> 4.00 S3OO SUPPORT STRUT PURLIN-//rU <br /> PANEL GAP Q <br /> VARIES C3 PART: STRUT CHANNEL WITH LONG SLOTS C5 CONNECTION:PV—TO—STRU <br /> z <br /> � z <br /> ------------- ---------- O <br /> MS-1.25 HEX HEAD M8-1.25 O <br /> CAP SCREW HEX HEAD <br /> CAP SCREW <br /> 5 B PV MODULE <br /> s 2 HIGH TYP. <br /> LOCK WASHER LOCK WASHER U—) <br /> C/ <br /> ENDCLAMP <br /> MIDCLAMP SHEET REMSIONS <br /> EV.DESCRIPTION DATE - <br /> � e°e°e° R <br /> e°e°e°e°e°ee STRUT � MAY NOT BE <br /> sOVERHANG REPRESENTATIVE <br /> 2.0" — 4.5" OF INSTALLED <br /> ENDCLAMPS <br /> CHANNEL NUT <br /> APPROVED <br /> CHANNEL NUT <br /> GRANNT1d RENEJRWm APPJDI DROVED 512E <br /> 1 <br /> SHEET NAME <br /> STRUCTURAL <br /> PURLINS <br /> PROJECT NUMBER <br /> RRG25WA-003 a <br /> Al ASSEMBLY: PANELS TO EW STRUTS BOTTOM VIEW A3 CONNECTION: MIDCLAMP A4C70NNECTION: ENDCLAMP A5 CONNECTION:PV—TO—STRUt <br /> DRAMNG NIMBER REV. <br /> S.300 A <br /> 2 3 4 5 6 <br />