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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />Uj <br />�A d <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/74.0" <br />• <br />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />iv, <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR,TYP. <br />;".- <br />U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 112"=1'-0" <br />0 <br />EO <br />0 <br />N <br />C9 <br />m <br />L9 <br />zo <br />00 <br />M <br />IF A <br />tS3 <br />TYP. <br />U.N.O. <br />46'-8" <br />16-0" 15'-4" 15'-4" <br />71-611 <br />4'4" 4'-8" 15'-4" T-2" T-10" 4,-0" 4'4" _ <br />11 <br />I� <br />A I I AC PAD <br />S3 L <br />TYP. S3 _ <br />I <br />U.N.O. + L — — — <br />• • • • -- ---_---------- • • • • • I —Z—N <br />— — — — � 00 INDICATES FILLED CELL I I AC PAD I { <br />M "' I W/3000 PSI CONC, GROUT I IL —J I <br />FROM FTR. TO BEAM I <br />• • I W/ 1#5 REBAR VERT. I r <br />a l IABOVE SLAB. TYPICAL I <br />{ o I @ ALL PLACES SHOWN <br />co I HOOKED FTG. DOWELS 17" <br />EMBEDMENT W/ 25" <br />• I I • 4" • I T EXT. ABOVE SLAB "GRADE 40 <br />2'47; STEP 12'-8" 0 4 STEEL" <br />zo <br />DOWN <br />i 0? I I I o <br />co MIN. <br />M I� <br />i <br />— C.J. — — ----- ----- — • — <br />L-- ------------- — <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER M <br />• I TO MASON'S SCOPE S3 <br />I <br />FOR WIDTH I <br />(2) #5 VERTICALS <br />• <br />I�� <br />\ I <br />,I I <br />WAN FILLED CELL N <br />2' <br />I <br />a pl <br />11 <br />II <br />I 60 <br />911 <br />I 4'-0" <br />CQ <br />m <br />IL <br />— <br />C.J. <br />— — — — <br />III <br />3%' MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />N <br />3%" MIN. 2500 PSI CONIC. SLAB OVER <br />9 <br />V-5I <br />{ N <br />00 <br />6 MIL VISQUEEN VAPOR BARRIER <br />If t <br />I I I ° I� j <br />T-O" 2'-4 3/8" <br />• <br />L— <br />— L O'-0-0" ELEV. <br />9'_5" <br />— — — — <br />\ i FIN CONIC. <br />SLAB <br />I <br />�\\�\ <br />I • <br />11, <br />• I <br />�C J <br />I <br />J. <br />— — <br />— <br />— — <br />— 22--7-4416 — <br />— <br />-- I-- <br />— <br />1T-9 7/16" <br />6'-3 1/2" <br />• <br />� <br />• <br />I <br />24'-10" <br />I <br />I <br />T <br />3'-8" <br />- <br />I <br />• I I I <br />II I <br />LI <br />U <br />— — J <br />PROVIDE <br />J I oo <br />Ix <br />\ IGE MAKER <br />CONDENSATE LINE <br />I <br />— r- ------- — — — — <br />—=—�--1 <br />I \ ---- <br />--- ------------- <br />I N411 <br />-- �I---) <br />I-- <br />0 STEP <br />C.J;- <br />_ <br />-' MIN. I <br />I <br />K <br />M <br />�I ° <br />- <br />I I I� • <br />`i' S3 <br />00 <br />BIUILDER TO PROVIDE <br />I <br />I <br />(a <br />APPLIANCE PROTECTION <br />V`I/HEN REQUIRED PER FBC I <br />I <br />g 3 <br />( <br />PROVIDE 1/2"x9" <br />_ <br />r <br />• <br />IM <br />(fl <br />RECESS FOR FRT. DOOR <br />C <br />M <br />I <br />• <br />I <br />'p e <br />L <br />— <br />A <br />I <br />I <br />o I o <br />c i I <br />11 T <br />I <br />I •• <br />TOP OF CONC./ PAVER TO BE <br />1r BELOW FIN, FLR. <br />S3 <br />TYP. <br />I <br />U.N.O. <br />(2} #5 VERTICALS I <br />o <br />-4 „ I <br />C.J. <br />W/IN FILLED CELL I <br />a 0 I C.J. <br />_ <br />4_ <br />— <br />• I <br />(2) #5 VERTICALS <br />W/iN FIL ED CELL <br />I <br />J • <br />S3 <br />— <br />— <br />OJ "n <br />U) ( NOTE: IN <br />— — STONEYBROOK <br />M <br />rn <br />r <br />— <br />• <br />I <br />• I <br />J <br />— • I S3 <br />rik 81' SEE S-3 FOR <br />} I I RECESS OPT." <br />L—----------L—------- <br />• <br />SEE S-3 FOR <br />RECESS OPT." I ;n <br />L <br />I —I --- -----J s3 <br />• o <br />- TYP. "0 <br />o <br />• N . <br />SUBDIVISION NO <br />SLAB,BUT <br />A <br />PAVERS BY <br />I BUILDER S3 <br />TYP. { <br />I------- U.N.O --J <br />1'-4" ' <br />2'-O" 16-0" 2'-0" 8'-0" 2'-9" T-0" T-0" <br />70 <br />20'-0" 9'-4" 4'-8" 12'-8" <br />46-8" <br />0 <br />d <br />_o <br />co <br />A _ I o <br />TYP. `V I c1 <br />co <br />U.N.O. <br />O <br />F_ <br />L9 <br />OP <br />4 <br />A <br />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 />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />0 U') <br />Z M <br />O <br />— O <br />Z <br />ei <br />o <br />Z <br />Q) <„ <br />4--d w <br />.0 — <br />Ow <br />0� <br />Vi r <br />9 <br />OM <br />.20 <br />mI- <br />U <br />w <br />F— <br />N M <br />C '0 M <br />N <br />® U <br />�� <br />O O 0 <br />L LL00 <br />00 <br />Q0 <br />to a o <br />to 0 b <br />Q 0) <br />N C B D C <br />_ <br />C <br />® <br />( <br />u�>��� E <br />Cq C 4% <br />un <br />"a� 6 , <br />^o <br />z N <br />_, _0 <br />CIL <br />N �• <br />y a4% <br />< av <br />d <br />Q <br />c� <br />2 <br />UMZ",Vlk a a <br />Z <br />arvIff <br />❑❑ <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 />1 <br />O <br />N <br />z <br />n <br />0 <br />aim+ <br />> U.)fn0 <br />cp <br />M <br />a (nz d' <br />�5 <br />Q LL <br />0�UCL� <br />a �� <br />z�� <br />J <br />W <br />d' <br />g <br />OZ <br />CIE <br />Z .0 <br />WmaW�2� <br />OF-gp0 <br />r z z < 0 <br />} <br />zrz0vgQ <br />=zZz <br />�gd aW <br />L°'S380 <br />fV=a=WN <br />FaOrZO <br />�.} <br />v <br />W <br />J <br />h <br />t.E') <br />/l'\ <br />U-) <br />.. <br />C <br />� Z <br />C'zUa <br />{� <br />LU 0 0 � <br />O <br />Q <br />M <br />H l�-Zm� <br />Z <br />n' <br />wd�0�o <br />1$>;2*8 <br />J <br />N O <br />I _ <br />'D <br />�WOU.zQ <br />aaF_oo <br />>- <br />N <br />L ! Q <br />=�x�`z <br />Oz ¢ <br />O <br />J C)J <br />W <br />aa� <br />0 <br />O <br />U. z <br />LL <br />�j <br />z O <br />g <br />Z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />5oll <br />JOB NO: 17-4139 <br />SHEET NO. <br />5 <br />