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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 .5.M,5. w JWA5H~R- <br />HeAD /.5 TYP!;::OR ALL 3'1 <br />AL. PAN CONNECTIONS <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />'I'FCONTINUOUS 2" X 4" <br /> <br />-!" COX PLYWOOD, 7/16" O.S.B.~ <br />or 5/8" Tl-ll 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 STUDS <br />o 16" D.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 />II <br />~ <br /> <br /> <br />6 MIL. 'ASQU 'N <br /> <br />COMPACTeD F7LL <br />/I /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 />H <br /> <br />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br /> <br />GRADE <br /> <br />FOR H > J..j8" <br />.A. SE.ALE.D ) ~NGNR'o. <br />PLAN /.5 RE.Q'D. <br /> <br />. . <br /> <br />I. 12" ~I <br /> <br />THIS STRUCTUM HAS B€CN DE'SlONED IN <br />ACCORDANCE ttl7H 7H! 'i,., STANDARD IIt.DQ. <br />CODe ttl7H ALL RE:'rfStONS TO <br />CHAPT. 1101 FrJR '00 /./PH ttfND ~oaTY <br />YO<<) .4F'IDf 2/1/01 <br /> <br />OA ~ NORRIS ENGINEERING <br />"2 COI..Dr/AN ROo <br />WINTER HA~. FL ~ <br />(g,ft) 29g-,o-M <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br /> <br />Pg.2- <br />