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c <br />it <br />d <br />V-6" <br />5-7$' <br />6._4a <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />6'-0" <br />6'-0" <br />H.B. <br />T-O" <br />1'-4" <br />T-10" <br />................................ ...... <br />.................................... <br />........_........................I <br />o0 <br />P7� <br />BUILDER TO <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />„ <br />0--0" I <br />I <br />PROTECTION <br />WHEN. <br />D I <br />VERTICALS <br />■' I <br />I: <br />FILLED CELL <br />:: <br />PER FBC <br />• <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />OP <br />SLAB FOR HERNANDO `n ? I : K N <br />J <br />-v <br />COUNTY ONLY r S3 <br />I ' <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-74' 4'-OZ" 5'-62" <br />VAPOR BARRIER <br />— CJ GJ CJ <br />I <br />o <br />io <br />Ir <br />o, <br />- <br />T <br />- - - <br />M <br />5-3" 1'-10" 3'-6" N <br />I. <br />O <br />N CID <br />...............:: O I: <br />00 <br />I PT. OPT. D I ; -3 1/2" <br />M <br />; G <br />2'-6"x2'-6"X1'-O" FTG _ _ _ _ _ _ <br />W/ (3) #5 E.W. S3 T-5" <br />SLOPE <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-O" <br />N AHLI I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />I I K CC <br />I S3 S3 <br />ici Z. <br />FILLED CELL <br />I <br />- <br />60 <br />T <br />S3 <br />•/ <br />J <br />- - - CJ <br />- - - I - - - <br />- <br />128 128 <br />■ 5'-0' <br />80 <br />2'-6"x2'-6"X1'-O" FTG <br />I W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI i PROVIDE %" x 9" M <br />CONC. GROUT FROM FT. TOBEAMi RECESS FOR FRT. OOR <br />I -4„ I <br />SLOPE <br />I <br />L <br />S3 <br />_ <br />o <br />"' <br />W/ (1) #5 REBAR VERT ABOVE SLAB i � <br />4,_0,� <br />4,��� 4'_6�. <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE4" <br />' BASED ON 0'-0" <br />■ <br />HOOKED FTG. DOWELS 5" E BED BELOW FIN. FLR. <br />:::::::...: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GF ADE 40 i i LOCATION ..:::::::::::::::::::::::::::::::: ::::::::::: . ... ..... <br />STEEL" <br />........... _ .................. . <br />4'-0" <br />• t„ <br />in <br />STEPS AS <br />PROVIDE 1 Y2" RECESS <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I FOR SGD. REFER TO KITCHEN ISLAND : <br />: MASON'S SLOPE FOR OPT. " """"""""" <br />�� LOW WALLS <br />WIDTH - - - - - - iCj: <br />10'-10- <br />4 <br />■ : i CJ r l CJ REF. <br />CJ - I I ■ <br />- <br />__ __ -- - - - - - - - <br />- o <br />TYP @ 1 <br />j�---CHASE TO ISLAND : <br />° ° j <br />�0 <br />t I <br />II <br />it <br />STORY U.N.O. <br />- <br />o <br />S3 <br />I D.W. <br />o <br />/ :: r <br />:: Ilj °°10 <br />LO <br />SINK / DISP <br />16'-0" 6'-10" :: <br />:: 0'-0. <br />/ <br />t <br />i <br />/ <br />M <br />o <br />q <br />COND.� <br />I/ I .. <br />t I <br />/.. ............. .� <br />............. ... ......� .............■ <br />�....... <br />Nj.............. �........,........�. �... <br />■ �............ �. � <br />H.B., <br />5'-4" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />1-98 , 3-28L . , 2-1045-114" 5-0" 5'-10" 3-10" 66L-----54„ <br />FOUNDATION PLAN <br />SCALE: %4"=1'-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 />W.W.M. PLACED IN 1/8" SAWCUTx 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />v w <br />LU <br />U) d <br />CONTROL JOINT DETAIL <br />SCALE:1 1 /2"=1'-0" <br />:,- <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />�'. <br />HORIZ. REBAR, TYP. <br />. <br />• ";',• <br />; <br />U.N.O. <br />"`Alternate: <br />The reinf. bars shall be <br />cont. around comer 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 />� r <br />zoOz� <br />z <br />a0 <br />J <br />O <br />cD <br />ncn <br />cn <br />w <br />�U — <br />O w <br />E <br />E <br />0 <br />Ul) <br />(� <br />0 0 <br />m <br />w <br />�-- E <br />c'cuc) <br />m '0 N <br />— 0 <br />O o 0 <br />= ai <br />UCU <br />s LL 00 <br />a <br />ao <br />0 <br />Y <br />Qm <br />u7 V <br />rn0. <br />¢0 <br />A1 <br />H.CB°° <br />i <br />P r' <br />^�N <br />Y �Qf Q #L °`sl••• <br />. <br />J <br />"> N ` J <br />0 <br />z rl" .F3 <br />QcVi" LLLU <br />O 4. <br />A{� <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 />O <br />Z <br />0 <br />ate.+ <br />Q =3 1,0 <br />M O <br />Q U) <br />z <br />u) <br />2 <br />Q <br />z 0� U <br />a E� <br />Z <br />WJ C:) <br />d" <br />oz <br />�o <br />w <br />za <br />�a <br />r <br />Z <br />LLI <br />UZ8° <br />z W w W <br />J <br />�owz <br />r—I <br />Z <br />o CD <br />W , " <br />w <br />0 <br />FWo <br />o= <br />Z Z <br />Q¢ <br />}o <br />z <br />Z <br />�� <br />fu <br />M <br />Z:) <br />o <br />0 <br />O <br />LL <br />Z <br />U <br />cn <br />M <br />O <br />Z <br />O <br />J <br />o� <br />< �4 <br />0 <br />.j ( <br />xo8 <br />a a <br />N <br />oaaoa <br />w a <br />< <br />Q <br />q. <br />~F�o <br />Z <br />N <br />Z <br />�o,-o <br />F- <br />LU <br />1 <br />Y ^ <br />1 <br />¢w� <br />=�j-_ <br />LU <br />G <br />Q <br />O Y 4 <br />W H F <br />W <br />d" <br />Q <br />Z <br />Ce <WZ <br />k <br />Z <br />t <br />gLn <br />m <br />g <br />= <br />J Z <br /><z <br />LU <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />