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<br />TYP. DETAIL RAISED SLAB & <br />WALL SECTION FOR ROOM ADDITION <br /> <br /> <br />(3) #10 S.M.S. PER <br />PAN (1" MIN. EMBED) TYP <br /> <br />NOTE.: #/0 -S.M.5. WJWA5Hf::.R- <br />HEAD /.5 TV? ~OR ALL 3'1 <br />AL. PAN CONNECT/ON.5 <br /> <br />NOTE: MAY BE SINGLE PLATE <br />I'F"""CONTINUOUS 2" X 4" <br /> <br />-!" CDX PLYWOOD, 7/16" O.S.B.~ <br />or 5/8" T1-11 WOOD SIDING W/ <br />8d's @ 6"/12" O.C. EDGES/ <br />INTERMED. & @ 3" O.C. T&B & <br />ALONG ALL PLATES & HEADERS (FOR ,. <br />SHEAR & UPLIFT) - NOTE: THIS <br />ELIMINATES THE REQUIREMENT FOR <br />HURRICANE CLIPS T&B ON EA. STUD <br />ON WALL HE~~HTS 8' OR LESS- (TYP) <br /> <br />2-x4- WOOD S7UDS <br />o 16- O.C. <br /> <br />3/8" DIA. x 3!" CONC. <br />ANCHOR BOLTS @ 24" O.C. <br />THRU 2" x 4" P.T. PLATE <br /> <br /> <br />4" CONCRETE SLAB W/ 6x6- <br />10/10 WWM OR FIBERMESH W/ <br />2500 PSI CONCRETE OVER 6 MIL <br />VISQUEEN ON CLEAN, WELL <br />COMPACTED FILL (TYP) <br /> <br /> <br />. <br />~ <br /> <br /> <br />6 MIL. ~SQ Ei N <br /> <br />COMPACTCD F7LL <br />II " <br />(1) #5 VERTICAL REBAR IN 8 X 8 C. B. <br />FILLED CELL @ /6'-0" O.C. (MAX) <br />wI 10" MIN. HOOK ON EA. END. (TYP) <br /> <br />8" X 12" STEMWALL FOOTING W/ <br />(2) #5 REBAR wI 2500 PSI CONCRETE <br />(TYP) <br /> <br /> <br />H <br /> <br />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br />GRADE <br /> <br />II <br />FOR H > ;";8 <br />A SE.ALE.D ) ENGNR.D. <br />PLAN /.5 RE..Q'D. <br /> <br />. <br /> <br />I. <br /> <br />12- <br /> <br />..I <br /> <br />THIS STRUCTURe HAS BaN DCSJQNl1J IN <br />ACCORDANCE *TH THE 'i.T STANDARD II.DQ. <br />CODe ..,TH ALL R€'rfSIOHS TO <br />CHN'T. 1101 FOR '00 IJPH 'MHO ~OQTY <br />VOID AFTER 2./1/0/ <br /> <br />DA KO NORRIS ENGINEERING <br />',2 COLDIAN ROo <br />WINTER HA YEN, FL. :JJMO P g. 2- <br />(g,ft) 29g-,048 <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br />