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2 3 I r <br /> CUSTOMER <br /> NOTES: <br /> m <br /> 1. TUBE MATERIAL: 50 KSI MIN YIELD STRENGTH, 1010 <br /> STEEL <br /> 00.41" THRU BOTH WALLS 2. TUBE AND ANCHOR SYSTEM TO BE HOT DIPPED <br /> 86.56" SITE SPECIFIC DIMS (2) PLACES ASTMAN ZED TO ASTM A123 OR INLINE GALVANIZED TO <br /> RADIAL ORIENTATION NOT CRITICAL <br /> 3. ALL HARDWARE IS 300 SERIES STAINLESS STEEL. <br /> E <br /> 4. RESISTANCE WELDING PER AWS D8.7-88 <br /> C4 5. MESH PANELS HOT DIP GALVANIZED TO G90 MIN. <br /> (1.00") $200 (1.00") 6. MESH PANELS MAY BE ADDITIONALLY PVC DIPPED AND RACKING PROMOER <br /> COATED FOR AESTHETIC PURPOSES ONLY AND FOR <br /> ADDITIONAL WEATHER PROTECTION. THE PVC COATING IS <br /> NOT REQUIRED FOR THE PRODUCT LIFESPAN. <br /> I _ _ _ _ ___ _ <br /> 7. INSTALLATION: SOLAR RACKING <br /> 20-345 COUNTY ROAD X <br /> 7.1. UNFOLD SEMI-ASSEMBLED WIRE FORM INSERT BENT RIDGEMLLE CORNERS,OHIO 43555 <br /> ELBOWS INTO BOTTOM OF BOX THEN FOLD OVER (P) 419.267.5280 <br /> I� BOTTOM AND FULLY ASSEMBLE BALLAST BOX AS (F)419.267.5214 <br /> SHOWN IN Al. WWW.APASOLAR.COM <br /> 7.2. BENT TUBE MUST BE IN CENTER END PANELS. RACKING ee <br /> n Lo 7.3. TUBE BRACKET PLACEMENT SECURES BENT ELBOW IN Q_ <br /> 9p p - - - -- - - - - - - - - - — PLACE, 2PLACES. REgDYRAC�f( <br /> N 0. 0� I N <br /> 7.4. FOUNDATION POSTS & LOWER TUBE TO BE INSTALLED <br /> INTO BENT ELBOW. FOUNDATION POSTS& LOWER - <br /> TUBE MUST SLEEVE FIT INTO BENT ELBOW. THEN STRUCNRAL ENGINEER OF RECORD <br /> ALIGNED WITH HOLE AND BOLT TOGETHER. <br /> D TOTAL LENGTH VARIES (SEE NOTES) - <br /> 7.5. BALLAST MUST BE FILLED WITH PROPER SPEC <br /> AGGREATE BEFORE REST OF RACKING IS INSTALLED. �IJ UIJI,J <br /> 8. FOUNDATION POST TOLERANCES +rc hit—,a e,gi,eere <br /> VARIABLE LOWER TUBE LENGTHS 8.1. t 2" VARIATION IN HEIGHT. 360 W.DUSSEL DR. <br /> NOTES: 8.2. f 2" VARIATION IN NORTH-SOUTH DIRECTION. MAUMEE,OH 43537 <br /> 1. LENGTHS VARY, SEE SHEET NOTES 8.3. t 2" VARIATION IN EAST-WEST DIRECTION. IPI 419.725.7161 I%419.725.7160 p <br /> 8.4. f 2'VARIATION IN POST PLUMBNESS. <br /> D1 PART: BENT FOUNDATION ELBOWS (LOWER) D2 PART: UPPER FOUNDATION POST 9. ACCURATELY LOCATE AND INSTALL FOUNDATION POSTS PROFESSI <br /> BY SUCH METHODS AND EQUIPMENT SO AS NOT TO 'o <br /> IMPAIR THE POST STRENGTH OR DAMAGE POSTS OR ! <br /> ADJACENT CONSTRUCTION. .. <br /> 10. EXPOSED DISTURBED GALVANIZED SURFACES SHALL BE <br /> $2.362" TOUCHED .P WITH AN APPROVED COLD GALVANIZING 0 Q <br /> 01.900" 01.900" 11. BALLAST SHOULD BE FILLED TO TOP OF WIRE EDGE WITH <br /> SPECIFIED AGGREGATE. FILL SLOWLY AND ON LEVEL <br /> SURFACE TO AVOID DEFORMING OR BULGING OF BALLAST. 9 6 <br /> i <br /> c + + + W <br /> i <br /> 2.00" C� <br /> Q <br /> 0.120" WALL 8.03" o 0.120" WALL 0.120" WALL <br /> L� <br /> Q <br /> C1 SEC: BENT FOUND. ELBOWS C2 DETAIL: BENT FOUNDATION ELBOW HOLES C4 SEC.: UPPER POST C5 SEC.: LOWER TUBE <br /> z <br /> BASKET SIDE (X2) O <br /> \ RESISTANCE • <br /> / WELDED AT EVERY Q <br /> INTERSECTION Z <br /> B BASKET END/MID (X3) <br /> g BENT FOUNDATION ELBOW ASSEMBLY L� <br /> _ Q <br /> a � � <br /> SHEET RENSIONS <br /> -1 DESCRIPTION DAIS " <br /> �. I e/IT/vaee �• <br /> 3/8"-16 SERRATED <br /> j� FLANGE NUT <br /> \ / 3/8"-16 SERRATED \ APPROVE D <br /> \ ti / 00.1875" WIRE FLANGE BOLT J <br /> BASKET BOTTOM (xi) <br /> ?DO �� LOWER TUBE DRAWN REJERm APPROVED 91E <br /> Thl JR JDI D <br /> SHEET NAME <br /> \ / / STRUCTURAL <br /> A3 / BALLAST MEMBERS <br /> PROJECT NUMBER <br /> � 5200 <br /> RRG25WA-003 a <br /> Al FPART. WIRE MESH BASKET UNFOLDED A3 DETAIL: WIRE MESH BASKET A51 CONNECTION: BENT FOUNDATION ELBOW—TO—LOWER TUBE DR—NG NUMBER �R- <br /> S.200 <br /> All <br /> 2 3 5 6 <br />