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<br />TYP. DETAIL RAISED SLAB & <br />WALL SECTION FOR ROOM ADDITION <br /> <br />(3) #10 S.M.S. PER <br />PAN (1" MIN. EMBED) TYP <br /> <br />NOTE.: #/0 3.M.5. W /WA5Hf"-R- <br />HE.AD /.5 TYP. ~OR ALL 3'1 <br />AL. PAN CONNECT/ON..5 <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IF 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 81 OR LESS- (TYP) <br /> <br />2-x4- WOOD STUDS <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 (TYP), <br /> <br /> <br />4" CONCRETE SLAB W/ 6x6- <br />10/10 WWM OR FIBERMESH wi <br />2500 PSI CONCRETE OVER 6 MIL <br />VISQUEEN ON CLEAN, WELL <br />COMPACTED FILL (TYP) <br /> <br />FOR H > J.f8" <br />.A. SE.AL EO ) ~NG N R. D. <br />PLAN /.5 RE-Q'D. <br /> <br />. <br />~ <br /> <br /> <br />6 MIL. VlSQUEi N <br />COMPACTED F7LL <br />/I " <br />(1) #5 VERTICAL REBAR IN 8 X 8 C. B. <br />FILLED CELL @ 16'-0" O.C. (MAX) <br />wi 10" MIN. HOOK ON EA. END.(TYP) <br /> <br />8" X 12" STEMWALL FOOTING wi <br />(2) #5 REBAR wi 2500 PSI CONCRETE <br />(TYP) <br /> <br /> <br /> <br />H <br /> <br />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br />GRADE <br /> <br />. <br /> <br />. <br /> <br />I. <br /> <br />12- <br /> <br />..I <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br /> <br />1HIS ST1fUCTURC HAS BEEN D€SIQNED IN <br />ACCORDANCE ttfTH THE 'g,7 STANDARD lllJ)(J. <br />CCJD€ ttfTH AU. RnfSIONS TO <br />CHAPT. 1101 FOR 100 IrIPH ttfND \nOQTY <br />YOtD AFmf 2./1/01 <br /> <br />DA KO NORRIS ENGlNaRlNG <br />112 COL.DJAN RD. <br />WINTER HA~, FL ~ <br />(HI) 29g-1CUll <br /> <br />Pg. 2- <br />