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2 3 4 5 6 <br /> CUSTOMER <br /> NOTES: <br /> NOTE: <br /> 3/8"-16 SER. IMAGE FOR REFERENCE ONLY. SEE 1. RECOMMENDED TORQUE VALUES FOR STAINLESS <br /> FLANGE NUT LAYOUT DRAWING FOR PROPER STEEL HARDWARE: <br /> PLACEMENT. G 3/8"-16: 19.6 FT—LBS _ <br /> O 2. MIN/MAX TORQUE VALUES FOR STAINLESS STEEL <br /> O 0 HARDWARE <br /> 3/8"-16: 17.5 — 50.0 FT—LBS <br /> E FOUNDATION POST ® - <br /> 3. DEPICTED HARDWARE AND PART PLACEMENT NOT <br /> INDICATIVE OF OF PREFERRED OR REQUIRED <br /> O POSITIONS. <br /> RACKING PRONDER <br /> O O� 4 TILT <br /> HEIGHTS. IS SETUP BY FOUNDATION POST <br /> H <br /> 5. OTHER SPECIFIC CONNECTIONS ELSEWHERE IN O SOLAR RACKING ;N/S CEE CHORD PRINT SET. <br /> 20-345 COUNTY ROAD X <br /> 6. SPIRAL BINDERS SHALL CAPTURE A MAJORITY OF RIDGEVILLE CORNERS,OHIO 43555 3 <br /> M16 X 2MM THE EDGE WIRES. IF NEEDED, ENDS SHALL BE (P) 419.257.5280 <br /> HEX HEAD SCREWS CRIMPED. w((F)41nsoiAR214M <br /> 3X PLACES FOUNDATION POST <br /> TME <br /> D5 DETAIL: CEE TO POST RACKING w <br /> • � READYRACK <br /> STRUCTURAL ENGINEER OF RECORD <br /> D <br /> � e <br /> rch:recu a engineer. <br /> 360 W.DUSSEL DR. <br /> 1 <br /> MAUMEE,OH 43537 <br /> / 3/8"-16 SER. IPI 419.725.7161 IFI 419.725.7160 p <br /> FLANGE BOLT <br /> BENT FOUNDATION <br /> SI <br /> PELBOW <br /> - <br /> - <br /> u < <br /> Cl CONNECTION: UPPER POST-TO- ELBOW C3 CONNECTION: UPPER FOUNDATION POST-TO-CEE <br /> C W <br /> C� - <br /> 3/8"-16 SERRATED = <br /> FLANGE NU FOUNDATION ELBOW <br /> Q <br /> ® \ WIRE BASKET END <br /> g O <br /> \ .187 <br /> 00o-1 0-111 <br /> B 00 <br /> in <br /> o <br /> 00 00 <br /> g \ <br /> \ B5 SEC: BALLAST ATTACH. BRACKET <br /> SHEET REASONS <br /> 00 <br /> REV.DESCRIPTION DATE <br /> \ \ <br /> g ® \\ ® \ R.250 R.250 R.250 R.250 <br /> \ ® SPIRAL BINDER: AL —T <br /> \� 00.14X41.0" X - - - - - - - <br /> - APPROVED <br /> s 1.0" PITCH TYP. <br /> BALLAST ATTACHMENT BRACKET <br /> a A 4.0 PITCH MIN. wN RENEWED APPftoED ZE <br /> .250 .250 DR TM R DI D <br /> SHEET NAME <br /> 3 8"-16 SERRATED FLANGE BOLT 1.400 5.700 400 BALLAST <br /> / NOTES: CONNECTIONS <br /> 1. ALL ADJOINING EDGES OF WIRE MESH BASKET MUST BE FASTENED WITH SPIRAL BINDERS ALONG Moo PROJECT NUMBER <br /> ENTIRE EDGE. <br /> RRG25WA-003 <br /> 5 Al CONNECTION: BENT FOUNDATION ELBOW-TO-WIRE BASKET A3 CONNECTION: WIRE MESH-TO-WIRE MESH A5 DETAIL: BALLAST ATTACHMENT BRACKET DRARING NUMBER REV. - <br /> S.501 A p <br /> 4 <br />