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12" HANDRAIL EXTENSIONS f . 13/5" <br /> PER IBC 1012.6 ® CROSS SECTION <br /> SCALE: I/2" = I' <br /> CEDAR HANDRAIL FINczERr.� <br /> ECE55 5 7/16" <br /> ;+PT 4X4 POST <br /> SAW CUT 4—' <br /> EXISTING <br /> CONIC, SLAB • <br /> 1/2" MIN, DEPTH HANDRAIL DETAIL <br /> TO MATE STALE: 3' = <br /> MORTAR SHIM <br /> FLUSHCPT N, 2) 3/0" 4, <br /> CEDAR EDGE P�OTEG-1 (3N <br /> /�s" x 4" TK " 3/4" <br /> PT 2x6 CARRIAGE <br /> G TK x 4 JOISTS BOLTS <br /> 2 M X P TK CEDAR PLYWOOD 12"o,c, AT EACH <br /> 2 I/4" T * END OF <br /> PURLINS <br /> ! <br /> A X >M�' <br /> S 2" SPACE r <br /> PT 2X4 KICKER . ++ <br /> W/2)ea, 1/2" MAX. <br /> ' <br /> WEDGE ANCHORS 0 <br /> �_t �� BC4 <br /> (COUNTERSINK) � <br /> I ) I A 1 • <br /> CAST-IN-PLACE i I <br /> •CONCRETE POST BASE _i <br /> POST MOUNTING OPTION I 'I 1 EXIS ING <br /> CAST CONC.--- ' l CONCRETE <br /> POST BASE DIAGONAL CROSS SLAB (WALK <br /> eDET,4IL BEYOND BRACING A5 NEEDED OR DRIVE) <br /> SCALE: I" = I' RA M I I Ia <br /> DESIGN * I RAMPATHON <br /> PAGE 1 TYPICAL OF RAMPS 30" OR UNDER IN OVERALL RISE 1/14/2015 <br /> V <br /> yI � <br />