Laserfiche WebLink
CONCRETE DOTING/PIER ASSEMBL\ <br /> 8" IN DIAMETER, REBAR REINFORCED, POURED CONCRETE PIER (CREATED BY USING 8" <br /> SONOTUBE) CONNECTED TO 12" X 12" X 4" POURED CONCRETE FOOTING BURIED 18" <br /> BELOW GRADE (see A2.4, Fig. 1) <br /> SUPPORT BEAM <br /> SUPPORT BEAM TO BE 4" X 6" <br /> SUPPORT POSTS <br /> 6"X 6" SUPPORT POST TO BE CONNECTED TO CONCRETE PIERS WITH SIMPSON STRONG <br /> TIE BRACKET: SSCBSQ-SD-S2 USING 1 %" SIMPSON STRONG TIE GALAVANIZED SDS <br /> SCREWS. <br /> 4" X 6" PRESSURE TREATED SUPPORT POSTS TO BE CONNECTED TO CONCRETE PIERS <br /> WITH SIMPSON STRONG TIE BRACKET SSABA44 AND 5/8"JBOLT. BOTH 6" X 6" AND 4" X <br /> 6" SUPPORT POSTS TO BE CONNECTED TO 4" X 6" SUPPORT BEAM WITH SIMPSON <br /> STRONG TIE BRACKET SSML24Z USING 1 1/2 ", SIMPSON STRONG TIE GALAVANIZED SDS <br /> SCREWS. (see A2.4, Fig.2) <br /> LEDGERBOARD <br /> axis i I G HHiwii bU/11-iD SIDING TO BE REMOVED IN ORDER TO EXPOSE ENOUGH OF <br /> THE %" SHEATHING TO ACCOMMODATE 2" X 8" LEDGERBOARD. EXPOSED SHEATHING <br /> TO BE FLASHED WITH WATERPROOF MENMYiKAi\1t YAPL. LEDGERBOARD TO BE <br /> CONNECTED TO EXISTING 2" X 10" RIM JOIST GOING THROUGH II-It - Si ILA CHING <br /> Wi I H INDUS I KY APPROVED 4" LEDGERLOC STRUCTURAL SCREWS, STAGERRED TOP TO <br /> BOTTOM ALONG THE TOP EDGE OF THE LEDGER NOT MORE THAN 5" APART, NO LESS <br /> THAN 2" IN FROM EACH EDGE AND NO LESS THAN 4" IN FROM EACH END. THIS <br /> CONNECTION IS IN COMPLIANCE WITH R507.2.1 <br /> 2" X 8" LEDGER BOARD ITSELF TO BE PROPERLY FLASHED WITH HIGH GRADE <br /> WATERPROOF MEMBRANE TAPE. (PER 2018 IRC) <br /> DECK JOISTS <br /> 2" X 6" DECK JOISTS <br /> ALL DECK JOISTS TO BE CONNECTED TO HOUSE WITH SIMPSON STRONG TIE JOIST <br /> HANGERS: SSLUS26Z (see A2.4, Fig. 3) <br /> DECK JOISTS TO BE INSTALLED 16" ON CENTER (O.C) <br /> ALL DECK JOISTS TO BE ATTACHED TO SUPPORT BEAM WITH SIMPSON STRONG TIE <br /> HURRICANE TIES: SSH10Z <br /> FOUR (4) LATERAL TENSION TIES, SSDTT1Z-KT, TO BE INSTALLED, TWO (2) ON THE WEST <br /> SIDE AND TWO (2) ON THE NORTH SIDE. CONNECTING DECK THROUGH END GRAIN OF <br /> INTERIOR 2" X 10" FLOOR JOIST (see A2.4, Fig.4) <br /> RIM JOIST(S) <br /> 2" X 8" RIM JOISTS <br /> RIM JOIST TO ATTACHED TO THE END OF DECK JOISTS WITH 3" SPIRAL NAILS. <br /> 0/6 / <br />