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c <br />c <br />d <br />_01. <br />1 9s„ <br />_8 <br />5'-0" <br />A <br />H.B.YP @ 1 STORY . S3 <br />U.N.O. <br />6'-0" T-10" 2'-10�' 5'-1164 <br />22" <br />4' <br />-T <br />\ <br />\ 16'-0" 2'-94, <br />01-011, <br />o <br />-3 1 /2" <br />I i \ SINK / DISP <br />T <br />I <br />S3 <br />- - - - <br />�� \ I Fr— =-I - - - - - o <br />I \�� \ i I D.W. I <br />IIj � <br />I} t c° <br />ALO - <br />S3 iv <br />o <br />\ L - - - _ CHASE TO ISLAND _ <br />a 1 I <br />TYP @ 1 <br />■ - - \� \-_--IL-4 <br />PROVIDE 1 %" RECESS �� CJ L - - - - - - - - - - - - CJ OPT.. , -7-eJ CJ : <br />CJ -II-j I : ■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO KITCHEN ISLAND REF. :: . '.::: '.: '.'.'.'.'.'.'.'.'.'.'.'.:'.'.: : <br />PER FIELD <br />MASON'S SLOPE FOR I LOW WALLS <br />I <br />o <br />CONIZITJONS <br />WIDTH <br />in <br />I I 16-10" <br />12'-1 U" <br />Nr <br />INDICATES FILLED CELL w/ 3 00 PSI <br />-----.------- <br />... . . . .. <br />I CONC. GROUT FROM FT. TO BEAM HVAC CHASE " ' :::::::::::::::: :::::::::::: ............ ' :::: ' :: ' ' . <br />W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EI1BED <br />. .. <br />' ........ ; ■ <br />. " ■ <br />■ 4'-0" <br />4'-4" 4'-6" <br />W/ 25" EXT. ABOVE SLAB "G ADE 40 \� PROVIDE %2" x 9" <br />STEEL" I RECESS FOR FR�00RSLOPE <br />I <br />2'-6"x2'-6"X1'-0" 10 <br />( 4° I <br />S3 <br />' <br />I 25'-1 &14427 9'-512' W/ (3) #5 E.W. <br />4, <br />"' <br />I II CJ CJ <br />I <br />TI <br />0° <br />TYP @ 1 STORY 3 <br />I CC <br />( <br />U.N.O. <br />S3 <br />S3 <br />(2) #5 REBAR <br />'- <br />2'-6" x 2'-6" x 1'-0" <br />VERTICALS w/ in <br />i <br />■ . iv r <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />2 X1-0 <br />SLOPECl) <br />I- <br />00 <br />M <br />-6 x2 -6 <br />W/ (3) #5 E.W. 3 I ' <br />OPT. D I: -31/2" I <br />, ••••••.•. �................. <br />I <br />I, <br />O5'-3" 6„ <br />I o <br />I <br />3-1/2" MIN 3000 PSI CONC. ' 2'-74" -4'-Dj" T-621' <br />SLAB FOR HERNANDO <br />COUNTY ONLY K <br />I i <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONIC N - _ <br />S3 <br />�* <br />I SLAB OVER 6 MIL VISQUEEN M <br />_ <br />VAPOR BARRIER P <br />35'-4" • • P 2Y-6" <br />■ , <br />BUI ER TO IDE <br />PRO <br />:I. <br />(2) #5 REBAR <br />IANCE <br />VERTICALS w/ in <br />: ; 4'-0" <br />12'-1" <br />PROTECTION <br />FILLED CELL <br />00 <br />I <br />WHEN REQUIR ED <br />L---------+- <br />� � <br />PER FBC <br />- <br />--- <br />— -- --------1-' <br />— -- <br />— <br />-F-- <br />----- --) <br />. <br />..... . . .. . .. . . . . ".. . . . . . . . . . . . . . . . . . . <br />00 <br />■. �. <br />�. <br />�. <br />�. <br />■ <br />■ <br />■ ■ <br />V-6" <br />6' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />55'-10" <br />65--0" <br />2-1 <br />H.B. T <br />T-0" <br />V-6" <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 />W.W.M. PLACED IN 1/8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />Uj <br />LS <br />CONTROL JOINT DETAIL <br />SCALE:1 1l2"=1'-0" <br />•,: ,���' ,:'• <br />#5 CONT REINF. SEE <br />. , • " '�_ FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• HORIZ. REBAR, TYP. <br />U.N.O. <br />:.`:' �:.`:' ;:' :, �; : •': '. "Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />FOUNDATION PLAN <br />IBM <br />LO <br />V P <br />Z o <br />— o to <br />z N O <br />Z* P <br />CD <br />c <br />-oal <br />;:, ) <br />��h�h c- <br />V% V @ c 0 <br />O <br />n, O�a <br />VJy t ,C <br />Uj Z 2 <br />00 <br />to <br />O Lii— <br />cop <br />' v co <br />C) co M <br />LIJ Fa cu N <br />i— io <br />0 N j= oo <br />O) O co <br />U <br />Z N f0 <br />(, N p`Y� <br />a) <br />boo <br /><L o3 <br />v <br />rn <br />N C B D C <br />AC.0 <br />co <br />N M <br />N <br />�, 3..•,B <br />916/1cli® <br />i� 1- <br />r- <br />z0. z <br />Z,I: «,LL, <br />uL.J u <br />W <- <br />"W .,' <br />Uj <br />"s <br />X <br />. <br />p cc <br />, A <br />�j <br />` <br />(z <br />o n. <br />LY, <br />To the best of th&6ryginee"`s kdi>leeig , inf�rni�tfon, and <br />belief, the structurall£ Il Ans an( pgp4!{gtloh'i ontained <br />within these drawings com(�ht wHr ttVe Florida Building <br />Code 5th Edition (2014) Residential. 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