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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 ..s.M,5. w JWASH~R- <br />HeAD /.5 TYP.Ir-OR ALL 3" <br />AL. PAN CONNECT/ON.5 <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IFCONTINUOUS 2" X 4" <br /> <br />i" COX 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~~~TS 8' OR LESS- (TYP) <br /> <br />2-x4- WOOD STUDS <br />o 16- O.C. <br /> <br />3/8" DIA. x 3i" 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 />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br /> <br />GRADE <br /> <br />/I <br />FOR H > J.f8 <br />.it SE.ALE.D ) ENG N RD. <br />PLAN /.5 AE.Q'D. <br /> <br />It <br />~ <br /> <br /> <br />COMPACrro FILL <br />/I " <br />(1) #5 VERTICAL REBAR IN 8 )( 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 />. <br /> <br />I. <br /> <br />12- <br /> <br />..I <br /> <br />THIS STRUCTURe HAS BEEN DCSKiIN6J It <br />ACCORDANCE WITH TH€ 'g.T STANDARD IJI.D(J. <br />CODE WITH ALL RflfS/ONS TO <br />a-tAPT. "01 FOR '00 IIPH WIND ~oaTY <br />VOID AF'Tf:R 2./1/01 <br /> <br />DA KO NORRIS ENGINEERING <br />',2 COL.EJIAN ROo <br />WINTER HAKH, FL. ~ Pg. 2-C <br />(rut) 29g-,tUlJ <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br />