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• <br /> ' �� 13/8 NOTE: <br /> GRIP PORTION OF <br /> LANDINGS EXPOSED TO THE WEATHER <br /> HANDRAIL MUST ', 11111 <br /> MUST SLOPE -.2% (1:45 MAX) TO AVOID <br /> CONFORM WITH z STANDING WATER AND SHED WATER AWAY <br /> TYPE I OR TYPE II FINGERFROM SLIP-RESISTANT PLYWOOD JOINTS. <br /> SHAPE <br /> GRASPABILID -ErE55 • 5 -f/16" .. (IBC 1010.2 d IOIO.-1) <br /> 74 <br /> PER IBC IO12.3 '� <br /> ,',i'`-• <br /> lir <br /> • HANDRAIL DETAIL „ , ��tf,�t*0.:, SL <br /> fl <br /> •-___` <br /> 5/4"x 4" HORIZONTAL i~ '�r.��,,;,,-,.,z.•.-N,A7a. .'_aril <br /> TK CEDAR GUARD e - r , --•.�_c.,v,�.�'_■c.W.1..� <br /> �� 2% SLOPE 34 N -o>.• '4.►-al.; <br /> PT 2x6 . t*= ;� .— ems; <br /> JOISTS .----r —,j 3' 15/S" <br /> 12"o.c. <br /> i-iI E <br /> f ' 1 1 / \ <br /> - iiI ) � i1 , � <br /> ') <br /> (-r CAST CONC. DIAGONAL CROSS <br /> EXISTIG POST BASE• <br /> BRACING AS NEEDED ti <br /> CONCRETE BEYOND PRE-CAST CONCRETE BASE <br /> SLAB (WALK w/ MOUNTING BRACKET <br /> OR DRIVE) <br /> iisoCiROSS SECTION <br /> SCALE: I/4" = I' <br /> fRA I I F DESIGN * 2 RAMPATHON <br /> PAGE 10 TYPICAL OF RAMPS OVER 30" IN OVERALL RISE I/I4/2015 <br />