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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.S. WJWASHe.R- <br />HeAD 1.5 TYP. /;::OR ALL 3" <br />AL. PAN CONNECTION.5 <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IFCONTINUOUS 2" X 4" <br /> <br />!" CDX PLYWOOD, 7/16" O.S.B.~ <br />or 5/8" T1-11 WOOD SIDING W/ , <br />8dls @ 6"/12" O.C. EDGES/ <br />INTERMEO. & @ 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 81 OR LESS- (TYP) <br /> <br />2.x4. WOOD STUDS <br />o 16- a.c. <br /> <br />3/8" OIA. 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 />, <br />~ <br /> <br /> <br />6 MIL. ~SQ Ci 'N <br /> <br />COMPACrro FILL <br />/I " <br />(1) #5 VERTICAL REBAR IN 8 X 8 C. B. <br />FILLED CELL @ 161-0" O.C. (MAX) <br />wI 10" MIN. HOOK ON EA. END. (TYP) <br /> <br />8" X 12" STEMWALL FOOTING W/ <br />(2) #5 REBAR W/ 2500 PSI CONCRETE <br />(TYP) <br /> <br /> <br />H <br /> <br />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br />GRADE <br /> <br />FOR H > J.f8" <br />...4 SEALE.D } ~NGNRb, <br />PLAN /.5 Re:..Q'D. <br /> <br />. <br /> <br />. <br /> <br />14 <br /> <br />12- <br /> <br />~I <br /> <br />THIS S71fUCTURC HAS BEEN DE:SIONED IN <br />ACCORDANCE ttf'TH 'THE ',.7 STANDARD lIJ)4 <br />CODe ttI'TH ALL RE\fSlONS TO <br />a-tAPT. "Of FOR 100 IJPH ItfND ~OQTY <br />VOD AFTER 2/1/01 <br /> <br />DA KO NORRIS ENGlNaRlNG <br />112 COl..EJ/AN RD. <br />WINTER HA~. FL ~ Pg. 2- <br />(g.ft) 29g-t048 <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br />