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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 (111 MIN. EMBED) TYP <br /> <br />NOTE:.: #/0 -S.M.S. w JWA5Hf:.R- <br />HeAD /.5 TYP. ~OR ALL 3'1 <br />AL. PAN CONNECT/ON.!5 <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IF CONTINUOUS 211 X 411 <br /> <br />.,11 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 STUDS <br />o 16" O.C. <br /> <br /> <br />H <br /> <br />4" SPLIT-FACED <br />(OPTIONAL) <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 />3/8" DIA. x 3!" CONC., <br />ANCHOR BOLTS ~ 24" O.C. <br />THRU 2" x 4" P.T. PLATE (TYP), <br /> <br />FOR H > ;";8/1 <br />.i:l SE.ALE.D ) ~NG N R. b. <br />PLAN /.5 RE..Q'D. <br /> <br />II <br />~ <br /> <br />. . <br /> <br /> <br />6 MIL. \.1SQ E N <br /> <br />COMPACTE:D F7LL <br />/I " <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 wI <br />(2) #5 REBAR W/ 2500 PSI CONCRETE <br />(TYP) <br /> <br /> <br />GRADE <br /> <br />I. 12" .1 <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br /> <br />THIS STRVCTURC HAS 8fIN DESIQNED It <br />ACCORDANCE ttfTH THE 'g,T STANDARD lIUXl. <br />CODe ttfTH AU.. RnfSONS 10 <br />atAPT. 1101' FOR tOO AIPH ttfND ~oa7Y <br />YO<<) AFTE:R 2/1/01 <br /> <br />DA \to NORRIS ENGlNfIRfNG <br />"2 COLD/AN RD. <br />ttfNTER HA~, FL JJMO <br />(g.ft) 29g-,048 <br /> <br />Pg.2- <br />