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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />1/8" SAWCUT x 1/4 <br />OR FIBERMESH <br />SLAB THICKNESS <br />REINF, SEE PLAN. <br />WHERE SHOWN ON <br />FOUNDATION <br />PLAN <br />a. <br />Lw <br />w� <br />c <br />z <br />--�x <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. <br />U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 1/2"=1'-0" <br />C? <br />b0 <br />0 <br />r <br />A <br />S3 <br />op TYP. <br />M U.N.O. <br />0 <br />T <br />0 <br />M <br />A. <br />T <br />18'-4" 12'-8" 19'-0" <br />S-10" 4'-4" 4'4" 3'-10" 1'-0' 114' 3'-10" 1. 6'-10" 7-0" <br />11 <br />10 <br />A TYP. <br />L T <br />U.N.O. <br />S3 TYP. <br />• • . • • • •------� • • . • • <br />-------------- -------�--- --- -- o --- --�I <br />INDICATES FILLED I C? <br />I \III <br />I CELL W/3000 PSIr- <br />CONC. GROUT FROM I O co `° X <br />FTR. TO BEAM W/ 1#5 I ( I / \ I I <br />REBAR VERT. ABOVE i 9'-4" T-4" I �I <br />SLAB. TYPICAL @ ALL I PLACES SHOWN (2) #5 VERTICALS <br />- • F — <br />HOOKED FTG. DOWELS I I �* W/IN FILLED CELL / ( G 17" EMBEDMENT W/ 25" I 4" STEP / / I S3 2,- 9„ 3,- 3„ <br />1 • <br />EXT. ABOVE SLAB I C.J. DOWN MIN. / / C.J. `0 I <br />212 RAID E 4.0-STEE.L"— — •�— — — I — — — -�— <br />I GG <br />M S3 <br />S3 PROVIDE 1-1/2" RECESS I I <br />FOR SGD DOOR. REFER <br />TO MASON'S SCOPE <br />FOR WIDTH C, I I I I <br />I I o I I I <br />I T I I I <br />I I <br />I � 12'-6" I <br />3Y2' MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />3Y2" MIN. 2500 PSI CONC. SLAB OVER n v <br />6 MIL VISQUEEN VAPOR BARRIER <br />C.J. <br />I II I I I I <br />FT-r- 77 I I <br />I I II L`JII I <br />I I I Ll —JJ I I �• <br />I I I II 0 I I I I <br />II T I I <br />• I LO I 0'-0" ELEV. GG <br />M OgLS3 <br />FIN CONC. SLAB <br />IJ 0 <br />M I PROVIDE LINE <br />(l o 8'-3" FOR ICE MAKER + <br />I <br />8'-2" <br />� M <br />T. -- <br />I I <br />2'-8" 2'-11-0" <br />r <br />12'-6" <br />2'-O" x 2'-0" x V-0" <br />w/ (3) #5's E.W. <br />— — — — — — C.J. <br />I <br />I <br />I <br />I <br />I I <br />I GG <br />I <br />S3 <br />I cv <br />oo <br />I <br />@ FOUNDATION K <br />I <br />ONLY S3 <br />L----------- <br />4" 14' <br />STEP <br />I <br />A P ROVIDE 1/2" x 9° <br />DOWN <br />S3 RtCESS FOR FRT. DOOR <br />MIN. <br />TYP. <br />S3 <br />I <br />L — — <br />--- U.N.O. <br />— — — — — -------------- <br />FOUNDATION <br />ONLY <br />wa <br />• <br />• • <br />-4" <br />• • I I <br />O <br />i <br />I <br />3'-8„ 6-10" 4'-0" 2' 4" <br />I a oo <br />2'-6" x 2'-6" x V-0" o in <br />can 2'-6" x 2'-6" x <br />W/ (3) #5's E.W. 1'-0" I — -C- <br />W/ (3) #5's E.W. <br />TOP OF CONC] — I <br />PAVER TO BE 4" <br />L BELOW FIN. FLR. <br />S3 <br />TYP. I <br />• I <br />J <br />"SEE S-3 FORT S3 <br />RECESS OPT " <br />1'-4" 1 9'-8" 11'-4" 1 9'-8" 11'-4" 1 8'-0" <br />50'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />CV <br />o_ <br />ch <br />P0 <br />CD <br />I� ICI r—=—�to <br />I� �I <br />L2—=—J <br />A <br />S3 <br />I Fo <br />TYP. <br />U.N.O. <br />I <br />I o <br />I M <br />I <br />K I o <br />I s3 I <br />@ FOUNDATION • <br />ONLY <br />1 <br />(2) #5 ERTICALS <br />W/IN FILLED CELL <br />J <br />S3 <br />"SEE S-3 FOR <br />— — RECESS OPT." <br />1'-4" 15'-4" <br />I <br />I <br />I <br />—I <br />o <br />oD <br />oD <br />EO <br />0 <br />+ <br />4M <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-C" <br />C� <br />0 <br />_z0 <br />� o <br />Z <br />d <br />OL <br />t� z <br />O <br />Cn U' <br />cn <br />(PT <br />w <br />p <br />— <br />w <br />O � <br />~ <br />0 <br />l/i <br />o 0 <br />U <br />W <br />E <br />�M <br />c m M <br />T 'g N <br />— 8 <br />0 80 <br />U <br />00 <br />in <br />ai <br />Y <br />o 0 <br />rn O V <br />drn <br />rn¢o <br />A ' <br />B D. <br />N C B D C <br />W l` <br />. <br />co <br />W`��• SE • <br />!;,z <br />e'r> 0- iL - J <br />ua <br />_ �9Q , <br />oco <br />CP• ° <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />0 <br />Z N <br />O I� <br />>�roo <br />M <br />a�roLn <br />a cn•L� <br />a <br />z <br />Q� U co .-q <br />Q � <br />Z <br />W <br />d' <br />Mj <br />oZ <br />w L,0 <br />Z <br />UI-f�00 <br />EZ r z a U <br />Z > Q UU 2:Q <br />_ ? w Z <br />�go��W <br />o4o��o <br />U�apZO <br />C <br />o <br />ui <br />Ln <br />N <br />fV <br />Ln <br />fl <br />z <br />J <br />Loa <br />W <br />O <br />Q <br />Z <br />Lo <br />�oZ�. <br />zap°5z <br />fo <br />L <br />W W Q z O 0 <br />Q0 QUO' <br />N <br />W <br />J <br />Z <br />�� <br />g upV5 <br />Sg;'goa <br />_ <br />1� <br />O u W z Q <br />Qace F-o°o <br />Ln <br />N <br />o <br />Lf), <br />C) <br />Q <br />J Y W <br />Q Q F- g <br />C:) <br />(y Z <br />W <br />UJI > <br />� <br />z O <br />Z <br />LL. <br />SCALE : AS NOTED <br />PLOT DATE: 12/712012 <br />TECH: MJAMES <br />VERSION NO. <br />106 <br />JOB NO: 17-5173 <br />SHEET NO. <br />5 <br />It4 AAM.itJ: 1 0, 1 IsAiAd d I I 1 11 <br />