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7 <br />-v <br />x <br />0 <br />0 <br />ca <br />00 <br />00 <br />I <br />rn <br />a <br />CD <br />0 <br />0 <br />J <br />co <br />00 <br />in <br />CD <br />rn <br />;v <br />c <br />3 <br />H <br />a <br />E <br />CD <br />E <br />O <br />x <br />L <br />v <br />c <br />J <br />N <br />N <br />t% <br />to <br />L <br />O <br />U <br />E <br />0 <br />c-3 <br />O <br />d <br />0 <br />s <br />M <br />0 <br />0 <br />O) <br />O <br />N <br />S <br />WE3 <br />v <br />cn <br />c <br />c <br />d <br />-1 <br />U-7$' 6-4$' 6.0 61 Oil 61 O I 61011 61-011 5'-2$" T-15" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />r-• — — — — — — — — — wl— <br />— — — <br />;: ° — — ° — — -- — — -- —r: — <br />BUILDER TO <br />•I— — <br />— — — -- --I <br />r <br />OP <br />a <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />0'-0" <br />I ; : <br />PROTECTION <br />WHEN REQUIRED <br />VERTICALS w! in <br />■ <br />FILLED CELL <br />i <br />:: : ' <br />PER FBC <br />3514" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.N <br />OP <br />SLAB FOR HERNANDO I cv <br />J <br />COUNTY ONLY......K <br />I ' <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" <br />VAPOR BARRIER ... <br />:: (: I <br />■ CJ -GJ — CJ <br />I <br />o <br />Eo <br />mil- <br />a, <br />5'-3" 1'-10" T 15" N r <br />M <br />0 I ( N <br />----------------------------- <br />no <br />o <br />eo <br />ih <br />I ; ' P . W� PT. D -3 1 /2" <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 �T T-5" <br />SLOPE <br />7-1' 1 <br />(2) #5 REBAR <br />■ ; Ia <br />2'-6" x 2'-6" x 1'-0" <br />1 <br />VERTICALS w/ inW/ <br />(3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />XAAHU <br />CC <br />S3 S3 <br />ici <br />FILLED CELL <br />-50 <br />T <br />S3 <br />..� <br />J <br />I ---�CJ ; ; I <br />— — — —I — l '.'.'.'.'.'.':.' <br />— — <br />tCD <br />ao <br />_ _'_'_'_'_'_'_ . <br />�— .': ...... 9 8 <br />25'-1028" <br />■ <br />■ 4'-4" <br />�yo <br />CO <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI { i I PROVIDE %2" x 9" <br />CONC. GROUT FROM FT. TO BEAM i RECESS FOR FRT. OOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB-�L11 <br />SLOPE I <br />S3 <br />zo <br />`r <br />�n <br />4'-0" <br />4'-4" 4'-6" <br />HVAC CHASE <br />TYP @ ALL PLACES SHOWN TOP OF CONC.1 PAVER T BE 4" <br />HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />: ■ <br />� ■ <br />{ W/ 25" EXT. ABOVE SLAB "GRADE 40 I i LOCATION ... ' <br />' <br />i ::: • <br />STEEL" <br />........... <br />... .............. .......... . <br />44'-0"o <br />i i 16'-1011 <br />•— — — — — <br />1 <br />o <br />.12' <br />..... ...:: <br />10'-104" : <br />STEPS AS <br />I <br />PROVIDE 1 Y" RECESS ...... I <br />/ <br />I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND :: <br />MASON'S SLOPE FOR OPT, ' •' :............... "" ' "•' •'. <br />LOW WALLS <br />iCj: <br />" ' •' •" <br />CONDITIONS <br />WIDTH 11 �� ; <br />■ CIJ I — — — — — — — — CJ REF. :. —I— iud <br />CJ -- j I ■ <br />- - ��— — I i--jam—=— —_---- � — �=r==== � — — — — — — — � — <br />ii — <br />` — — <br />— — } � — — — — <br />° <br />TYP@ 1 <br />IF I I CHASE TO ISLAND : ; <br />,• <br />I I <br />: <br />STORY U.N.O. <br />N <br />o <br />o <br />S3 <br />D.W. ioa I I <br />I} t <br />A <br />I <br />d <br />: 11j oo <br />S3 in <br />10 <br />i SINK / DISP .. <br />:: { t ih <br />I <br />3 1!2" <br />i� <br />I <br />16'-0" 21 g411 6'-10" <br />01-01, : <br />, ■ <br />i I <br />I 9, <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />31_01I <br />5'-4" .1-9g11 T-281 _ 5'-0" 5'-0" 5'-10" T-10" <br />Ans <br />2'-1064' L 5'-1164" <br />5'-0" <br />-4" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />—, A W z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�'• �• <br />BAR ONE FOR EA. <br />' ' • ' <br />HORIZ. REBAR, TYP. <br />"•• <br />•• <br />U.N.O. <br />*"Alternate: <br />•; <br />The reinf. bars shall be <br />;r,; ,';�;,; ��,. ��;,. �';Y,; �• <br />cont. around corner by cold <br />~ <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />u� <br />3 L1i <br />c� <br />t� <br />c� <br />h <br />M <br />(D <br />N O <br />o <br />(0 <br />� o <br />cL <br />M <br />N z <br />U- <br />�i <br />C1 <br />•N•1 <br />V o <br />O ° <br />N o <br />C� <br />12 E <br />0 8 <br />I <br />yi <br />S <br />cit.'nn <br />U) <br />o ' <br />s <br />° =ta AM <br />10 <br />{ <br />o, V V- <br />00 <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engine s signature and seal. <br />r-- <br />A NW <br />m <br />M <br />M <br />z z <br />p 5 <br />w <br />z <br />4 <br />� <br />d. 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