Girt fastening connections to wide flange and hollow structural section columns utilize girt brackets. The assembly incorporates a typical quarter-inch gap between members, with inside flanges or girts coped as required at support brackets. Each girt bracket is secured using a minimum of four bolts, featuring two oversize holes for three-quarter-inch A325 or A490 diameter slip-critical bolts per girt. Plan, section, and elevation views provide necessary dimensions and clearance lines from the column centerline.
WT7X15 GIRT BRACKET UNO GIRT LINE CL COL SECTION GIRT TO BRACKET WIDE FLANGE CONNECTION OVS HOLES NOTE 2 1/4" GAP TYP NOTE 1 CL COL ELEVATION GIRT LINE 1 1/2" NOTE 1 OVS HOLES NOTE 2 NOTES: 1. COPE INSIDE FLANGES OF GIRT AT EACH END AT SUPPORT BRACKET AS REQUIRED. 2. PROVIDE (2) OVERSIZE HOLES IN GIRT BRACKET FOR 3/4" A325 DIAMETER SLIP CRITICAL BOLTS FOR EACH GIRT. 3. PROVIDE MINIMUM (4) BOLTS PER BRACKET. GIRT FASTENING DETAIL PLAN W8X24 GIRT BRACKET GIRT LINE CL COL SECTION GIRT TO BRACKET HSS CONNECTION OVS HOLES NOTE 2 1/4" GAP TYP CL COL ELEVATION GIRT LINE 1 1/2" NOTE 1 GIRT FASTENING DETAIL PLAN NOTES: 1. COPE GIRT AS REQUIRED FOR ACCESS TO BOLT CONNECTION. 2. PROVIDE (2) OVERSIZE HOLES IN GIRT BRACKET FOR 3/4" A490 DIAMETER SLIP CRITICAL BOLTS FOR EACH GIRT. 3. PROVIDE MINIMUM (4) BOLTS PER BRACKET. NOTE 1 NF NSFC NF NSFC OVS HOLES NOTE 2 NOTE 3 NOTE 3 3" 1 1/2" 3" 1 1/2" NOTE 1 CL COL CL COL GIRT BRACKET TO GIRT CONNECTION
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