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'p s s' <br />0 F0 <br />SHEATHING <br />SIDING <br />Z METAL FLASHING <br />5" LEDGER LOK FASTENERS <br />SEE 2 <br />SST DTT ZMAX DECK <br />TENSION TIES 4 LOC. <br />P.T. 2X10 LEDGER <br />EXISTING RIM JOIST <br />1 <br />LEDGER TO JOIST DETAIL <br />SCALE. 1 " _ 1 '-O" <br />MIN. 1/2" DIA. LAG BOLT <br />P.T. 2X10 JOIST IN HANGER <br />9" <br />=-Mimi I <br />2i 3 3/4" MIN. <br />N <br />LEDGER ATTACHMENT DETAIL <br />@:�SCALE1 `r = 1 '-O" <br />GUARDRAIL ATTACHMENT DETAIL <br />@:�SCALEV'= 1 '-O" <br />EXISTING WALL <br />Z METAL FLASHING <br />5" LEDGER LOK FASTENERS 11" O.G. <br />ALTERNATING 2" MIN FROM BOTTOM, 5" <br />MIN FROM TOP 3 3/4" MIN FROM EDGE <br />SST DTT ZMAX DECK <br />TENSION TIES 4 LOG_ <br />SST LUSZ MAX GAL FACE <br />MOUNT JOIST HANGER <br />2X10 LEDGER BOARD <br />SEE DETAIL 1 AND 2 <br />EXISTING RIM JOIST <br />D1 <br />0 <br />0 <br />z <br />S 1J TYPICAL DECK SECT-IONIII - jrj �„i-f ,II <br />NOT SITE SPECIFIC <br />R 507.8 DECK POSTS FOR <br />0 <br />FIELD CUT ENDS, NOTCHES <br />SINGLE LEVEL WOOD <br />AND DRILLED HOLES OF <br />FRAMED DECKS WITH BEAM <br />PRESERVATIVE TREATED <br />SIZED IN ACCORDANCE WITH <br />WOOD SHALL BE TREADED IN <br />TABLE R507.6 DECK POST <br />THE FIELD IN ACCORDANCE <br />SIZE SHALL BE IN <br />WITH AWPA M4 <br />ACCORDANCE WITH TABLE <br />R507.8 REFERENCE 2015 IRG <br />TYP. <br />� D10 X 2 1/2" WEATHER RESISTANT DECK SCREWS <br />2X EVENLY SPACED 16" O.C. <br />P.T. 2X12 JOIST 16" O.C_ TYP. <br />SEE DETAIL 3 AND 4 FOR HANDRAIL <br />j ATTACHMENTS <br />l 1X DECK PLANK AT OWNER OPTION <br />P.T. 2X12 RIM JOIST ATCHD. WI (3) #10 <br />3"SCREWS <br />P.T. BLOCKING TOENAILED 1 OD BOTH ENDS <br />SST H25A 18G GALV. HURRICANE TIE EXT. JOIST <br />\\�__ST H1 18G ZMAX GALV. HURRICANE TIE ON <br />INSIDE JOIST <br />4X P.T. BEAM <br />SST PC4 ZMAX ALL POST TO BEAM CONNECTIONS <br />4X6 P.T. POST. ADJUST HEIGHT PER GRADE <br />PRE MANUFACTURED CONCRETE POST BASE WITH ANCHOR <br />POST MIN 6" ABOVE GRADE <br />MIN. 18" BELOW GRADE <br />NOTE: DECK TO BE <br />BUILT TO EXISTING <br />HEIGHT. -SEE E1 <br />1X6 DECKING D10 X 2 1/2" WEATHER <br />RESISTANT DECK SCREWS <br />2X EVENLY SPACED 16" O.C. <br />P.T. 2X8 16" O.C. <br />ATTACHED W/ SST LU28 JOIST HANGER <br />P.T. 2X8 RIM <br />P.T. 4X8 <br />PRE MANUFACTURED CONCRETE POST <br />BASE WITH ANCHOR <br />POST MIN 6"ABOVE GRADE <br />MIN. 18" BELOW GRADE <br />S2 - LOWER DECK SECTION <br />21I= 1 I.OII <br />��CL/Q w41J riLL ifr a4 oo <br />OF �VERETT <br />2X2 HANDRAIL <br />(2X) 2X8 P.T. JOIST <br />TREAD DEPTH MIN 10", 1" NOSING <br />TREAD RISE MIN 7 3/4" <br />SST LRU212Z ZMAX <br />EACH STRINGER <br />a <br />X 2X12 P.T. <br />STRINGER, BOTH <br />SIDES AND <br />CENTER <br />2X 318"X2 1/2" <br />FASTENERS <br />2X2 RAIL — <br />2x2 POST _ <br />2X 3/8"X2 1 /2" <br />FASTENERS <br />P.T. 2X STRINGER - <br />STAIR 2X2 POST <br />GUARDRAIL <br />STAIR ATTACHMENT DETAIL <br />�SC1 " = 1 `-O" <br />.y7I <br />600 <br />RIM <br />0 <br />O <br />J <br />z� <br />