GENERAL STRUCTURE INSTALLATION MANUAL
Contents
1. bolts dem FRONT VIEW SIDE VIEW I BEAM TO COLUMN CONNECTION MOUNTED TO COLUMN TOP PLATE 25 67 2 1 47 bolts washer 9 SIDE VIEW DJO 2 1 47 bolts washer 111 plate Column SIDE VIEW STEP 3 JOIST TO BEAM CONNECTION CANTILEVER SINGLE CHANNEL ASSEMBLY CO ClO 25 O xl 1 47 bolts washer Ire 5 Channel SIDE VIEW C8 only CIA 25 O xl 1 4 io washer 5 8 L i i N SIDE VIEW Column JOIST TO BEAM CONNECTION CANTILEVER BACK TO BACK CHANNEL ASSEMBLY O CIO Gi Channels il 3 4 bolts washer Column SIDE VIEW Cl4 CIG 5 8 x 3 4 bolts 1 washer Column SIDE VIEW JOIST TO BEAM CONNECTION CHANNEL TO CHANNEL USING WEB ANGLE GO GV 12 ONE SINGLE CHANNEL TO SINGLE CHANNEL USING WEB ANGLE 3 BOLTS WHEN USED 25 5 xl 1 4 bolts WITH C14 OR CI6 8 omg O X 1 47 bolts 8 d ONE SINGLE CHANNEL TO BACK TO BACK CHANNELS USING WEB ANGLE 25 O6 xl 3 4 bolts fem JOIST TO BEAM CONNECTION CHANNEL TO CHANNEL USING WEB ANGLE TWO SINGLE CHANNELS TO SINGLE CHANNEL USING WEB ANGLE TWO SINGLE CHANNELS TO BACK TO BACK CHANNELS USING WEB ANGLE 5 8 x 3 4 bolts JOIST TO BEAM CONNECTION CHANNEL TO CHANNEL USING WELDED CONNECTION PLAT2. E SINGLE CHANNEL TO SINGLE CHANNEL USING WELDED CONNECTION PLATE 5 8 x 1 4 bolts oi OPTION WITH WELDED CONNECTION PLATE AND STIFFENER JOIST TO BEAM CONNECTION CHANNEL TO USING WEB ANGLE ONE SINGLE CHANNEL TO SINGLE USING WEB ANGLE 5 8 x 3 4 bolts or 2 1 4 fom 8 few TWO SINGLE CHANNELS SINGLE USING WEB ANGLE 25 6 x 3 4 bolts or 2 1 47 BRIDGING ASSEMBLE ACCORDING TO THE ORIENTATION INDICATED ON THE INSTALLATION PLAN FLOORING CUT FOLD STEP 4 BRACES KNEE BRACE TO SINGLE CHANNEL 25 87 1 1 47 0 bolts Enc AT a S WELDED PLATE KNEE BRACE BRACES KNEE BRACE TO BACK TO BACK CHANNEL O xl 3 4 bolts 77 i 25 8 x 1 4 ET NL bolts WELDED PLATE NOTCHED KNEE BRACE 25 7 1 1 4 bolts Kai WELDED ANGLE BRACES KNEE BRACE TO I BEAM 25 O xl 1 4 bolts n v 118 277 WELDED M WELDED FLATE KNEE BRACE DRACES CROSS BRACE Fix both angles together with 25 O xl 1 4 bolt back to back 5 O xl 1 4 bolts BRACES DOUBLE CROSS BRACE AN Or as specified on vour 25 6 xl 3 4 bolts 8 installation drawings could be 23 4 3 4 bolts connection plate STEP 5 ANCHORING IF needed Til
3. GENERAL STRUCTURE INSTALLATION MANUAL AQ 1 CHANNEL TO COLUMN ERS OIL 2 I BEAM TO COLUMN NS JOIST TO BEAM AND BRIDGING 5 ANCHORING Copyright January 2009 IC Cogan Wire and Metal Products Ltd All rights reserved Cogan raster LEANER BETTER 21 47 17 HEX 25 O x6 BOLT HEAD TEK SCREW ANCHOR 25 O x2 1147 BOLT 25 O xl 3 4 BOLT 25 O xl 1 4 BOLT USE ASTM A325 STRUCTURAL BOLTS ONLY STEP CHANNEL TO COLUMN CONNECTION SINGLE CHANNEL CO GIO e Gig N ASSEMBLE ACCORDING TO THE ORIENTATION INDICATED ON THE INSTALLATION PLAN Channel Connection plate N N On only tm l 1 8 Jem l 8 JO xi 1 47 bolts washer Ada SIDE VIEW Cl4 CIG N ASSEMBLE ACCORDING TO THE ORIENTATION INDICATED ON THE INSTALLATION PLAN Connection plate ims 4 18 t 18 em 1 18 25 87 1 1 4 bolts l washer SIDE VIEW CHANNEL TO COLUMN CONNECTION BACK TO BACK CHANNEL DGG DO DG12 Channels Km 25 9 3 4 bolts l washer Connection plate SIDE VIEW DC14 DCIG Connection plate 5 8 x 3 4 bolts l washer SIDE VIEW STEP 2 I BEAM TO COLUMN CONNECTION DOUBLE CONNECTION ANGLE AN ASSEMBLE ACCORDING TO THE ORIENTATION INDICATED ON THE INSTALLATION PLAN f G 8 f 18 O X 3 47 bolts l washer or 2 1 4
4. l with grout under baseplates Hammer drill a hole same nominal diameter and at least as deep as the lenght of anchors Clean hole with blow out bulb Drive the hilti bolt in the hole 5 8 x6 min bolts anchors so that at least 6 threads are are used for baseplates below the top surtace of fixture Then thighten to the recommended torque value to achieve proper anchor setting N gound level gt 4 2 min
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