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<br />TYP, DETAIL RAISED SLAB & <br /> <br />. <br /> <br />WALL SECTION FOR ROOM ADDITION <br /> <br />(3) #10 S.M.S. PER <br />PAN (111 MIN. EMBED) TYP <br /> <br />NOTE.: #/0 .5.M.5. w JWA5H~R- <br />HE.AD /.5 TV? ~OR ALL 3'1 <br />AL. PAN CONNECT/ON.5 <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IFCONTINUOUS 2" X 411 <br /> <br />,11 CDX PLYWOOD, 7/1611 O.S.B.~ <br />or 5/811 T1-11 WOOD SIDING W/ <br />8d's ~ 611/1211 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~~~TS 8' OR LESS- (TYP) <br /> <br />2-x4 - WOOD STUDS <br />o 16- O.C, <br /> <br />3/811 DIA. X 3,11 CONC.. <br />ANCHOR BOLTS ~ 24" O.C. <br />THRU 211 x 411 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 />12- <br /> <br />6 MIL. WSQ N <br /> <br />COMPACTED ALL <br />/I II <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 W/ <br />(2) #5 REBAR wi 2500 PSI CONCRETE <br />(TYP) <br /> <br /> <br /> <br />H <br /> <br />411 SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br />II <br />FOR H > J.f8 <br />A. SE.ALED ) ENG NR '0. <br />PLAN /.5 RCQ'D. <br /> <br />. <br />~ <br /> <br /> <br />GRADE <br /> <br />\.. <br /> <br />.1 <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br /> <br />THIS STRUCTURe HAS BEEN DE:SKi1Nf1J IN <br />ACCORDANCE ttfTH THe 'g.T STANOARD BtJ)(J. <br />CODe ttfTH ALL RE:'rfS1ONS TO <br />CHAPT. floe FOR tOO ItJPH ttfHD ~oaTY <br />VOl) AFTDf 2./1/01 <br /> <br />DA WD NOIfRIS ENGlNCERfNG <br />"2 COLD/AN RD. <br />ttfHTER HAVEN, FL. J3mJO Pg. 2- <br />(HI) 2gg-7044 <br />