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CUSTOMER <br /> NOTES <br /> 3/8"-16 SERRATED FLANGE BOLT 1. RECOMMENDED TORQUE VALUES (FOR <br /> _ STAINLESS STEEL HARDWARE) <br /> 3/8"-16 SERRATED 1.1. 3/8-16: 19.6 FT—LBS <br /> FLANGE BOLT 2. MIN/MAX TORQUE VALUES (FOR STAINLESS <br /> E STEEL HARDWARE) <br /> 2.1. 3/8-16: 17.5 — 50.0 FT—LBS <br /> 3. DEPICTED HARDWARE AND PART PLACEMENT <br /> NOT INDICATIVE OF PREFERRED OR REQUIRED RACKING PRONDER <br /> POSITIONS. <br /> 4. TILT ANGLE IS SETUP BY FOUNDATION POST <br /> HORIZONTAL STRUT HEIGHTS. SOLAR RACKING <br /> 5. CEE CHANNEL ALLOWS FOR HEIGHT 20-345 COUNTY ROAD X <br /> RIDGENLLE CORNERS,OHIO 43555 ' <br /> ADJUSTMENT, FORWARD/REAR ADJUSTMENT, (P) 419.267.5280 <br /> 3/8"-16 SERRATED AND MULTIPLE TILT ANGLES. (E)APASOL R.CO <br /> 5214 <br /> WNW.APASOLAR.COM <br /> FLANGE NUT HORIZONTAL STRUT 6. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN <br /> PRINT SET. RACKING­E <br /> 7. STRUT PURLINS MUST CONNECT TO THE gEgDYRACIY <br /> CORRECT HOLES IN CEE CHANNEL, AS DEFINED <br /> IN CONSTRUCTION PRINTS (INNER, MIDDLE, OR <br /> OUTER TYPICALLY), AND AS DETERMINED BY STRUC—AL ENGINEER OF RECORD <br /> N/S CFF CHORD PV MODULE MANUFACTURERS. _ <br /> D � <br /> SPLICE 8. USE CORRECT NOMINAL HOLES IN CEE TO <br /> CONNECT TO FOUNDATION POST, AS INDICATED IJUU <br /> IN CONSTRUCTION PRINTS. ADJACENT HOLES ...hit—,&—gi...'. <br /> AND SLOTS ONLY FOR IN—FIELD ADJUSTMENTS. <br /> FOUNDATION POST 3/8"-16 SERRATED FLANGE NUT 9. SERRATED HARDWARE MAY BE REPLACED WITH 360 W.DUSSEL DR. <br /> 3537 <br /> EQUIVALENT HARDWARE WITH WASHERS IF M 5.7161UMEE,OI 419.7 <br /> NECESSARY. IPI 4is.ns.2tst Il ais.ns.nso p <br /> D1 CONNECTION: CEE-TO-POST D3 CONNECTION: STRUT-TO-STRUT SPLICE PRDFESSI <br /> Q <br /> 3/8"-16 SERRATED HORIZONTAL STRUT HORIZONTAL USE UPPER SLOTS TO ADJUST CEE DOWNWARDS 0 �Q <br /> FLANGE BOLTCHANNEL STRUT 3/8"-16 <br /> NUT SERRATED <br /> CEE PURLIN FLANGE BOLT 9 6 <br /> c <br /> 000 c� <br /> --------------- - Q <br /> ------ <br /> E/W STRUT PURLIN ---" ---- / w <br /> 3/8"-16 O O O <br /> SERRATED 00 <br /> FLANGE O <br /> 3/8"-16 CHANNEL NUT BOLT 3/8"-16 O O <br /> CHANNEL Z <br /> NUT HOLES IN CEE CHANNEL ARE <br /> ® NOMINAL CONNECTION POINTS <br /> ® N S CEE (SEE CONSTRUCTION PRINTS 0 <br /> / FOR CORRECT HOLE) <br /> CHORD <br /> USE LOWER SLOTS TO ADJUST CEE UPWARDS <br /> 5 B ~ Z <br /> s L� <br /> --------------- USE ADJACENT HOLES (OR SLOTS IF NEEDED) TO U—)CEE PURLIN ADJUST CEE FORWARDS AND BACKWARD. <br /> STRUT IMAGE FOR REFERENCE ONLY, SEE 5.300 MIDDLE HOLE IS NOT AUTOMATICALLY NOMINAL (BUT IT 0 - <br /> MAY BE, SEE CONSTRUCTION PRINT SET). <br /> 9 B1 CONNECTION: STRUT-TO-CEE B3 DETAIL B1 FRONT VIEW 64 DETAIL B1 SIDE VIEW 65 DETAIL:CEE-TO-POST ADJUSTMENT SHEETRENSIONS <br /> REV.DESCR:P DATE - <br /> IePTrmee <br /> n <br /> Ti - <br /> € /J/e"-10 SERRATED <br /> /E/W STRUT PURLIN �fLANOE BpLT <br /> O O O O O 0 0 0 0 0 <br /> 6 <br /> 0 O APPROVED <br /> A //N/5 CEE STDRAWN RENEWED MPROKD SIZE z <br /> l / CHORD RUT LOCATION VARIES PER PV <br /> 3/6•-16I SHEETJNAME JR JDI D <br /> CHANNEL NUT \ L MANUFACTURER. FOR EXACT L <br /> CONNECTION DIMENSIONS, REFER TO CONNECTIONS <br /> SITE SPECIFIC BUILD PLANS. OVERVIEW <br /> PROJECT NUMBER <br /> RRG25WA-003 <br /> Al FDETAIL B1 UNDERSIDE A2 DETAIL: STRUT-TO-CEE CONNECTION ZONES DR—NG NIM9EN REV. <br /> S.500 A <br /> 2 3 5 6 <br />