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2 3 4 5 6 <br /> NOTES <br /> 1.00" <br /> 1. STRUT PURLIN MATERIAL AND FINISH ARE <br /> E1 MANUFACTURED TO SPECIFICATIONS THAT EXCEED <br /> 5.30 OUR STANDARD PRODUCT WARRANTY. <br /> 2. ALL PURLINS GALVANIZFD TO CONFORM TO A <br /> MINIMUM THICKNESS DESIGNATION EQUAL TO G90 <br /> E 9" O O O O O O OR INLINE GALVANIZED TO COMPARABLE THICKNESS <br /> 000 000 000 000000 000 AS PER ASTM A1057. <br /> O O O O O O 3. ALL PURLINS MANUFACTURED USING ASTM - <br /> A1011/A1011M STRUCTURAL STEEL. _ <br /> RACKING PROMDER <br /> AV 136.0" 4. MINIMUM STEEL Fy YIELD STRENGTH OF STRUT <br /> 4.50" PURLINS TO BE 50 KSI. <br /> AMFA <br /> 5. MINIMUM STEEL Fy YIELD STRENGTH OF CEE SOLAR RACKING <br /> CHANNEL TO BE 50 KSI. 20-345 COUNTY ROAD X <br /> E1 SECTION: NS (VERTICAL) CEE PURLIN E3 PART: NS CEE PURLINS RIDGEVILLE CORNERS,OHIO 43555 = <br /> 6. LENGTH OF CUT STRUT PURLINS VARIES BY (P) 419.267.5280 <br /> PROJECT AND LOCATION WITHIN ARRAY. LENGTH OF (F)419.267.5214 <br /> PURLINS DOES NOT AFFECT STRUCTURAL CAPACITY. WWW.APALTERNAfVES.COM <br /> 7. PANEL DIMENSIONS VARY. REFER TO RACKING TYPE <br /> (132.0" TYP) C3 MANUFACTURER'S SPEC SHEET. <br /> ASSEMBLY PV MODULE <br /> BssELeMv S.30 8. STRUT PLACEMENT IN RELATIONSHIP TO PANEL READYRACK <br /> DICTATED BY MANUFACTURER, SEE D 15 T R I B U T I ° N <br /> MANUFACTURER'S INSTALL MANUAL. - <br /> STRUCTURAL ENGINEER OF RECORD <br /> STRUT WIDTH __ __ _ <br /> 9. CLAMP PLACEMENT DETERMINED BY STRUT <br /> D 625" PLACEMENT. <br /> o <br /> 10. ENDCLAMPS MUST BE INSTALLED AT BOTH ENDS OF < <br /> o '--'' THE ROW, AT THE FAST AND WEST END (TYP.) OF <br /> 3.00 srch:rscrs a.a <br /> STRUT HEIGHT D1 EACH STRUT. <br /> 1.625" 360 W.DUSSEL DR. <br /> 4.00 S.30 1 11. STAINLESS STEEL HARDWARE) MAUMEE,ON 43537 <br /> IPI 419.725.7161 IFI 419.725.7160 <br /> NOTE: OVERALL LENGTH MAY BE SHORTER, AS REQUIRED PER PROJECT NOMINAL TORQUE VALUE <br /> D1 SECTION: EW STRUT D2 PART: STRUT CHANNEL WITH LONG SLOTS M8-1.25: 15.6 FT-LBS PROFESSIONAL SEAL/STAMP <br /> MIN/MAX TORQUE VALUES SEE - <br /> M8-1.25: 14.0 - 17.5 FT-LBS APPROPRIATE <br /> ----------------L`- --------------------______ <br /> 12. KEEP ENDS OF TRIMMED STRUT PURLINS UNTIL END STATE STAMPED o <br /> OF PROJECT FOR USE ON REMAINING ROWS. CERTIFICATION <br /> PANEL GAP _ p <br /> 0.75" DOCUMENT/S w <br /> 13. STRUTS SHALL EXTEND APPROXIMATELY 4" PAST p <br /> PANEL EDGES TO ACCOMMODATE END CLAMPS. <br /> 14. ENSURE ALL STRUTS SPAN MINIMUM OF ONE (1) <br /> -------------s, ANCHORS <br /> c15. FOUR (4) ROWS OF STRUT PURLINS PER RACK <br /> eee°ee------------ <br /> e=`=---- _____ 16. STRUT ENDS MUST BE AT LEAST 4" FROM ANCHOR Q ` <br /> CENTERS (TO PREVENT INTERFERENCE BETWEEN p <br /> SPLICE AND BRACKET) <br /> STRUT LOCATION SUPPORT STRUT PURLIN <br /> VARIES PER PV 17. SPLICES SHALL NOT OCCUR IN THE CANTILEVERED MANUFACTURER PORTION. <br /> SEE s.40: Al & A4 C3 CONNECTION: PV-TO-STRUT C5 CONNECTION: PV-TO-STRUT <br /> M8-1.25 <br /> e0000°000000000000000000e°ee CAPXSCRED <br /> M8-1.25 HEX HEAD (OR SIMILAR) <br /> PANEL GAP CAP SCREW Q Q <br /> VARIES <br /> 0.75" TYP. LOCK WASHER <br /> B <br /> LOCK WASHER ADJUSTABLE <br /> ENDCLAMP <br /> e00000eee°eee°eeeeeeeeeeee°e � � - <br /> c <br /> MIDCLAMP <br /> SHEET REMSIONS <br /> PV MODULE <br /> DATE <br /> 2 HIGH �izo,s o <br /> CHANNEL NUT <br /> APPROVED <br /> 5 <br /> STRUT DRAWN RENEWED APPROED ZE Z <br /> AOVERHANG CHANNEL NUT NF JR JDI D <br /> F 2.0' - 4.0SHEET NAME <br /> STRUCTURAL <br /> PURLINS <br /> g PROJECT NUMBER <br /> NOTE: MAY NOT BE REPRESENTATIVE OF <br /> s INSTALLED ENDCLAMPS <br /> RRD18US-001 <br /> Al ASSEMBLY: PANELS TO EW STRUTS - BOTTOM VIEW A3 CONNECTION: MIDCLAMP A4 CONNECTION: ENDCLAMP NUMBER RE <br /> 1 2 3 4 5 6 <br />