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2 3 4 5 6 <br /> NOTES <br /> E/W STRUT PURLIN 1. RECOMMENDED TORQUE VALUES (FOR <br /> 3/8"-16 SERRATED FLANGE BOLT STAINLESS STEEL HARDWARE) <br /> 1.1. 3/8-16: 19.6 FT-LBS _- <br /> 3/8"-16 SERRATED <br /> ® FLANGE BOLT 2. MIN/MAX TORQUE VALUES (FOR STAINLESS <br /> 0 <br /> E ® 3/8" FENDER WASHER STEEL HARDWARE) <br /> 2.1. 3/8-16: 17.5 - 21.5 FT-LBS <br /> ANCHOR POST 3. DEPICTED HARDWARE AND PART PLACEMENT <br /> NOT INDICATIVE OF PREFERRED OR REQUIRED R—ING PROVIDER <br /> POSITIONS. <br /> 4. TILT ANGLE IS SETUP BY ANCHOR POST <br /> E/W STRUT PURLIN HEIGHTS. SOLAR RACKING <br /> ® <br /> CHANNEL <br /> 5 ADJUSTMENT, OR WARD REOARS ADJUSTMENT, 20-3COUNTY ROAD x <br /> PURLIN FOR HFIGHTRIDGp <br /> EVILLE CORNERS,OHIO 43555 a <br /> / 419.267.5280 <br /> AND MULTIPLE TILT ANGLES. (F)419.267.5214 <br /> WWW.AP.APAL7ERNAPVES.COM <br /> 3/8"-16 6. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN <br /> HORIZONTAL SERRATED DRAWING SET. E—ING—F <br /> STRUT FLANGEBOLT 7. STRUT PURLINS MUST CONNECT TO THE <br /> 3/8"-16 SER. cw <br /> FLANGE NUT ® CORRECT HOLES IN CEE CHANNEL (INNER, LNDY ACK <br /> 0 MIDDLE, OR OUTER TYPICALLY), AS D I s T R I B U T l G N <br /> DETERMINED BY PV MODULE MANUFACTURERS STRUCTURAL ENGINEER GP RECORD <br /> ALLOWABLE CLAMPING ZONE. <br /> D N/S CEE PURLIN SPLICE 8. USE CORRECT NOMINAL HOLES IN CEE TO <br /> CONNECT TO ANCHOR POST, AS INDICATED. �alJ��lliiCCJJ <br /> ADJACENT HOLES AND SLOTS FOR FIELD •rrh:rsrrs a eas:aeer. <br /> ADJUSTMENTS. <br /> 3/8"-16 SERRATED 9. SERRATED HARDWARE MAY BE REPLACED WITH 360 W.DUSSEL DR. <br /> FLANGE NUT N/S CEE PURLIN EQUIVALENT HARDWARE WITH WASHERS IF MAUMEE,ON 43537 <br /> NECESSARY. IPI 41 725.7161 IFI 419.725.7160 <br /> D1 CONNECTION: CEE—TO—POST D3 CONNECTION: STRUT—TO—STRUT SPLICE D5 DETAIL B1 FRONT VIEW PRG—SIGNAL EEAL,ETAMP <br /> SEE <br /> APPROPRIATE <br /> v, STATE STAMPED <br /> 3/8"-16 CERTIFICATION <br /> 3/8"-16 SERRATED /� j E/W STRUT SERRATED DOCUMENT/S <br /> FLANGE BOLT 20° PURLIN FLANGE BOLT <br /> 20° <br /> 25° w <br /> 25° 0 w <br /> c� <br /> 30' 3 0' <br /> �---------------- <br /> Q <br /> E/W STRUT PURLIN <br /> G � < <br /> 3/8"-16 0 3/8"-16 <br /> CHANNEL NUT NUTNNEL <br /> ® USE SLOTS TO ADJUST CEE VUSE-SLOTS TO ADJUST CEE <br /> N/S CEE PURLIN UPWARDS OR DOWNWARDS UPWARDS OR DOWNWARDS J <br /> 0 <br /> B - <br /> HOLES IN CEE CHANNEL ARE NOMINAL CONNECTION POINTS HOLES IN CEE CHANNEL ARE NOMINAL CONNECTION POINTS 0 <br /> --- ------------- ----------------------------- Q - <br /> USE ADJACENT HOLES TO ADJUST CEE FORWARDS AND BACKWARD. USE ADJACENT HOLES TO ADJUST CEE FORWARDS AND BACKWARD. N/S CEE PURLIN <br /> USE CORRECT HOLE FOR THE NEEDED TILT ANGLE. USE CORRECT HOLE FOR THE NEEDED TILT ANGLE. U) <br /> e <br /> B1 CONNECTION: STRUT-TO-CEE ff DETAIL: CEE-TO-POST ADJUSTMENT 64 DETAIL: CEE-TO-POST ADJUSTMENT B6 DETAIL 131 SIDE VIEW SHEETREAS,GNE <br /> MIN. 1.5" <br /> O O O O O O O O <br /> APPROVED ' <br /> OINNER - 41.0" O CONTRACTOR/CUSTOMER O INNER - 32.13" 0 DR— REmEweo Al—SIZE _ <br /> A MAY CUT OFF EXCESS <br /> F MATERIAL IF DESIRED. SHEET NAME JR JDI D <br /> MIDDLE - 47.5" LEAVE MIN. 1.5" MIDDLE - 38.63" CONNECTIONS <br /> R CLEARANCE FROM CUT OVERVIEW <br /> gOUTER - 54.0" TO INDICATED SLOT EDGE. OUTER - 45.13" PROJECT NUMBER <br /> RRD18US-001 <br /> Al DETAIL: STRUT-TO-CEE MODULE CLAMP ZONES - 72 CELL A4 DETAIL: STRUT-TO-CEE MODULE CLAMP ZONES - 60 CELL GRAnNGN°NEER RE w <br /> S.40 A p <br /> 1 2 3 4 5 6 <br />