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I I I I r <br /> CUSTOMER <br /> A <br /> NOTES: <br /> IMAGE FOR REFERENCE ONLY <br /> 1. NORTH/SOUTH HARD BRACING TO BE INSTALLED <br /> BETWEEN EVERY NORTH AND SOUTH FOUNDATION <br /> POST. (100%) - <br /> 2. EAST/WEST CABLE BRACING (131) TO BE <br /> INSTALLED IN THE SPACE BETWEEN FOUNDATION <br /> E SETS (BAY). <br /> ggg <br /> 3. VEE CABLES TO BE INSTALLED ACCORDING TO <br /> ggg CABLE SCHEDULE SHOWN IN A1. _ <br /> RACKING PRONOER <br /> sg Wgg sg 4 MINIMUM <br /> PROJECT SPECIFICBREAKING STRENGTH DETERMINED <br /> STRUCTURAL <br /> BY '��� w <br /> g- <br /> s CALCULATIONS. SOLAR RACKING l <br /> CABLE BRACE 5. LENGTH OF BRACES WILL VARY DEPENDENT ON 213-345 COUNTY ROAD x <br /> ORO PROJECT SPECIFICS. RIDGEWLE CORNERS,OHIO 43555 <br /> (P) 419.267,5280 <br /> ggg 6. CABLE TO BE STAINLESS STEEL AIRCRAFT CABLE. (F)419.267.5214 <br /> BRACE CLAMP WWW.APASXAR.COM <br /> TYP 2 PER CABLE BRACE 7, CABLE MAY BE OF ANY CONFIGURATION (IE. 7X7 <br /> RACKING WE <br /> OR 7X19) AS LONG AS IT MEETS THE <br /> BRACE CLAMP REQUIREMENTS LISTED ON THIS SHEET. <br /> TYP 2 PER HARD BRACE 8, BRACE CLAMPS TO BE LOCATED FROM MIDPLANE READ/y <br /> RACIf( <br /> OF CLAMP TO NOMINAL LEVEL GROUND AT <br /> HARD BRACE FOUNDATION POST HEIGHTS DESCRIBED BELOW: S—C—AL ENGINEER a RE—D <br /> 8.1. HARD BRACE: <br /> CLAMP BOLT 8.1.1. TOP: 10.0° <br /> 8.1.2. BOTTOM: 5.0" CJ <br /> archi,.—&engineers <br /> 8.2. FRONT CABLES: <br /> 8.2.1. TOP: 7.0" 360 W.DUSSEL DR. <br /> VIEW FROM NORTH EAST 8.2.2. BOTTOM:12.0" MAUMEE,OH 43537 <br /> IPI 419.7257161 IH 419.725.7160 p <br /> 8.3. REAR CABLES: <br /> D1 I VIEW: TYPICAL END OF ROW BRACING D4 DETAIL: BRACING CONNECTIONS 8.3.1. TOP:15.0" PRGPESSI <br /> 8.3.2. BOTTOM:10.0" <br /> EQV. NPS 1-1/4 SCH 5S <br /> HARD BRACE ODC1 ° <br /> 1.66" 00.50" 00 O o� O00 0 MAX REAR <br /> 2 PLACES 5600 O OFFSET <br /> ` 0.50" TYP 0 ® 5.0" <br /> 1 W <br /> a C <br /> \� Q <br /> WALL THICKNESS MAX FRONT <br /> OFFSET <br /> 0.065" HARD BRACE LENGTH, VARIES 10.0" <br /> HE -- <br /> Q <br /> C1 SEC.: HARD BRACE C2 PART: HARD BRACE C4 HARD BRACE OFFSET C5 HARD BRACE OFFSET <br /> z <br /> MIN. BREAKING STRENGTH: 1,700 LBS <br /> (S600 <br /> B <br /> � z <br /> ®® ®® L CABLE DIAMETER CABLE LENGTH, VARIES v J <br /> Q <br /> l. <br /> 1/8„ <br /> 9 B1 SEC.: CABLE BRACE B2 PART: CABLE BRACE SHEET RENS OHS <br /> REV.OESCRIPTON lOAT: <br /> 6 <br /> IMAGE FOR REFERENCE ONLY CABLE BRACE FREQUENCY: 100%, EVERY BAY. <br /> 6 <br /> " APPROVED <br /> DRAWN J <br /> RENWED APPRON:O 512E . <br /> —r--_— ----"f�`---- ----h._r__—_ `—r---- "l�r---- -- ---- ---- Th( R JDI D <br /> _ SHEET NE <br /> FOUNDATION POST <br /> VEE CABLE BRACING ALTERNATES ALONG (NORTH) VEE CABLES BRACING OVERVIEW <br /> DIRECTION EACH BAY ORIENT OPPOSITE DIRECTION PROJECT NUMBER <br /> OF SHORT (SOUTH) VEE CABLES <br /> RRG25WA-003 a <br /> Al VIEW: TYPICAL END AND MID ROW CONDITIONS GRAgNGMMBER REV <br /> S.600 A <br /> ? 3 4 <br />