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IMPORTANT CABLE SPEC NOTE NOTE: FLOOR ANCHORS SHALL BE: <br /> AI FRONT FRAME ANCHORS: ONE PER FRONT BRACKET, , <br /> CABLE SHALL BE: ONE BRACKET PER "L" FRAME <br /> ° I /8" DIAMETER 7x19 GALVANIZED WIRE ROPE II '/z"- 13 X 4" THREADED ROD — ASTM A193 GRADE B7 STEEL, VERTICAL FRAME <br /> WITH '/2" GRADE 5 WASHER, AND NUT 3/8-16 X 3 IN BOLT TIE DOWN <br /> 21 MIN 2.75" EMBEDMENT INTO 4" MIN CONCRETE SLAB USING WASHER AND NUTS <br /> HILTI HIT—RE500 V3 TWO PART EPDXY, FOLLOWING ALL THE 2X <br /> MANUFACTURER'S DIRECTIONS. <br /> BI REAR CABLE ANCHORS: TWO ANCHORS PER TIE DOWN ASSEMBLY. L <br /> ONE CABLE ASSEMBLY PER EVERY "L" FRAME <br /> II 3/8- 16X4" THREADED ROD — ASTM A193 GRADE B7 STEEL <br /> . • o • , 2 PER TIE DOWN, USING HILTI HIT—RE500 V3 TWO PART EPDXY, <br /> ° FOLLOWING ALL THE MANUFACTURER'S DIRECTIONS. <br /> 0 <br /> 21 MIN 2.75" EMBEDMENT INTO 4" MIN CONCRETE SLAB <br /> 0 0 � <br /> o <br /> CASE FRAME DETAIL • <br /> INTERNAL COMPONENTS <br /> REMOVED FOR CLARITY <br /> 0000 <br /> i <br /> i <br /> i <br /> i <br /> lo <br /> CASE JOINT <br /> 'b <br /> 0 sma <br /> / ' REAR FLOOR TIE-DOWN <br /> va <br /> 1 <br /> CABLE DETAIL L <br /> � CLAMPS REAR UPRIGHT TIE DOWN �FAL Q� <br /> o — REAR CABLE TIE DOWN SCALE 1 :2 <br /> FRONT ANCHOR 2.50 UNLESS OTHERWISE SPECIFIED <br /> NussmA n r�P <br /> BRACKET AT EVERY DIMENSIONS ARE IN INCHES. INSTRUCTION— <br /> DETAIL H "L" FRAME LOCATION <br /> 3/8"-16 X 4 IN SEISMIC . 187 CABLELij <br /> FRONT CABLE TIE DOWN THREADED ROD THIRDLLI <br /> NUT AND WASHER DETAIL G T ANGLE RESTRAINT RFL = <br /> AND ANCHOR BRACKET 2X REAR CABLE TIE DOWN PROJECTION P/N REQ CD <br /> SCALE 1 :3.33 SCALE 1 :2 SHEET 3 OF 6 3117766 <br /> A <br /> 0 <br />