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GUARDRAIL (see A2.5 Fig. 5 for detail) <br /> 4" X 4" GUARDRAIL POST TO BE ATTACHED TO ENTIRE PERIMETER OF DECK WITH %z" X <br /> 5" GALVINIZED CARRIAGE BOLTS GOING THROUGH RIM JOISTS AND FASTENED WITH <br /> GALVINIZED WASHER AND %" GALVINIZED NUT. EACH GUARDRAIL RAILING (HANDRAIL <br /> AND FOOTRAIL) TO OF 2" X 4" PAINT GRADE DOUGLAS FIR AND ATTACHED TO EACH <br /> GUARDRAIL POST WITH METAL BRACKETS (SSML24Z). BALLISTERS TO BE CONSTRUCTED <br /> OF 2" X 2" PAINT GRADE LUMBER, SPACED 4" O.C. AND CONNECTED TO HANDRAIL AND <br /> FOOTRAIL WITH 3" STAINLESS STEEL SCREWS. THIS ASSEMBLY METHOD COMPLIIES <br /> WITH R312. <br /> STAIRS <br /> A STAIRCASE HAVING A TOTAL RISE OF 36" AND A TOTAL RUN OF 144" WILL CONSIST OF <br /> 5, 7 5/8" RISERS AND 4, 12" TREADS TO BE CONSTRUCTED ADJACENT TO THE FRONT <br /> ENTRY OF THE WEST SIDE OF THE DECK. ONE (1) HANDRAIL TO BE CONNECTED TO THE <br /> RIGHT SIDE OF THE STAIRCASE USING A CONSTRUCTION PROCESS SIMILAR TO THE ONE <br /> DESCRIBED ABOVE. (see "GUARDRAIL") <br /> (see A2.3 for location) <br /> DECKING <br /> DECKING TO BE RANDOM LENGTH 5/4" X 6" CEDAR )NNECTED TO 2" X 6" DECK JOISTS <br /> WI I H 3" S AINLESS Si ELL DECK SCREWS <br /> 'see A2.5 Fig. 6 for detail) <br /> A2.4 AND A2.5 DECK FRAMING/POSITIVE CONNECTION DETAIL <br /> A2.4 FIG. 1 <br /> 6" X 6" SUPPORT POSTS TO BE CONNECTED TO REBAR REINFORCED, POURED CONCRETE <br /> FOOTING/PIER ASSEMBLY BY SSCB-SD-S2, AND CONNECTED TO 4" X 6" SUPPORT BEAM BY <br /> SSML24Z. <br /> A2.4 FIG. 2 <br /> ALL 4" X 6" SUPPORT POSTS TO BE CONNECTED TO REBAR REINFORCED, POURED CONCRETE <br /> FOOTING/PIER ASSEMBLY BY SSABA44Z. <br /> A2.4 FIG. 3 <br /> 2" X 8" LEDGERBOARD TO BE CONNECTED TO THE HOUSE WITH 4" FASTENMASTER LEDGERLOC <br /> SCREWS. IN COMPLIANCE WITH R312. <br /> A2.4 FIG.4 EACH SECTION OF DECK 30' OR LONGER TO BE CONNECTED TO THE FRAMING OF <br /> THE HOUSE WITH TWO (2) LATERAL TENSION TIES, SSDTT1Z-KT. <br />