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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 />NOT~: #/0 S.M,5. W /WASHf"-R- <br />HE.AD /.5 TYP!r-OR ALL 3'1 <br />AL. PAN CONNECTIONS <br /> <br /> <br />NOTE: MAY BE SINGLE PLATE <br />IF CONTINUOUS 2" X 4" <br /> <br />," COX PLYWOOD, 7/16" O.S.B.~ <br />or 5/8" Tl-ll WOOD SIDING wi <br />8d's @ 6"/12" O.C. EDGESI <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 />3/8" DIA. x 3-!-" CONC.. <br />ANCHOR BOLTS @ 24" O.C. <br />THRU 2" x 4" P.T. PLATE <br /> <br /> <br /> <br />4" CONCRETE SLAB wi 6x6- <br />10/10 WWM OR FIBERMESH wi <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. VlSQUE 'N <br />COMPACTED F7LL <br />If " <br />(1) #5 VERTICAL REBAR IN 8 X8 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 />4" SPLIT-FACED BRICK <br />(OPTIONAL) <br /> <br />GRADE <br /> <br />/I <br />FOR H > 1-18 <br />A SE..ALE..O ) t:.NG NR. D. <br />PLAN /.5 RE.Q'D. <br /> <br />. <br /> <br />. <br /> <br />I. <br /> <br />12. <br /> <br />.1 <br /> <br />THIS STRUCTURe HAS BEEN DCSIQNED Ii <br />ACCORDANCE 'MTH THE 'g:r STANDARD lJLD4 <br />CODE 'MTH AU. RflfS70NS ro <br />CHAPT. 1101 FOR 700 AIPH tttHD ~OQTY <br />VOlt) AF7F:R 2./1/0/ <br /> <br />DA ~ NORRIS ENGlNffRlNG <br />112 COt..D/AN RD. <br />WINTER HA~. FL ~ <br />(g,ft) 29S1-7~ <br /> <br />NOTE: THIS FOOTING DETAIL MAY BE USED <br />FOR SCREEN OR UTILITY ROOMS. <br /> <br />Pg. 2- <br />