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I 1 11 ■ 1 11 1 1 t 1 II II 1 <br />8'-6" <br />1'-6" 5'-7$' 6,� , 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2a„ 7, 1$„ <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />■ <br />■ ■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ ■ <br />00 <br />— <br />O O �• <br />BUILDER TO <br />+— <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />p <br />APPLIANCE <br />FILLED CELL <br />PROTECTION <br />I <br />I <br />; <br />WHEN REQUIRED <br />■ <br />I <br />I : <br />P <br />PER FBC <br />35'-4" <br />.. <br />3-1/2" MIN 3000 PSI CONC. _ �,• ' o <br />SLAB FOR HERNANDO I:• <br />I <br />J <br />COUNTY ONLY Cl) S3 <br />I <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2,_7j" 4'-9" 4'-10" 1:- <br />VAPOR BARRIER EDGE OF SLAB 2" <br />1 <br />_ <br />■ ( CJ :: GJ I : BEYOND WALL CJ <br />t-T-1:� _ <br />M <br />5'-3" 1'-10" T 6" : <br />I: o <br />O 1CNI <br />(2) #5 REBAR <br />VERTICALS w/ in <br />■ - <br />. . ::.:::::::::::::: : <br />o -3 1 /2" 1 <br />Cl) <br />FILLED CELL <br />G : <br />2'-6"x2'-6"X1'-0" FTG _ _ <br />W/ (3) #5 E.W. S3 �� 3'-5" <br />SLOPE <br />7'-1" <br />(2) #5 REBAR <br />r: <br />2'-6" x 2'-6" x 1'-0" <br />AHU I I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. Aici <br />N K CC <br />i I S3 S3 <br />FILLED CELL <br />I <br />ao <br />S3 <br />ci <br />J <br />r <br />Y <br />' <br />.... .......... .. <br />O <br />■ <br />r- <br />o <br />Too <br />47., -- <br />25'-10128 ' ' 9'-51 s„ <br />■ 4'-4„ <br />V <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I 4" I <br />L <br />T <br />(2) #5 REBAR <br />C? <br />INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE Y2" x 9" i° <br />CONC. GROUT FROM FT. TO BEAM �� RECESS FOR FRT. OOR <br />SLOPE I <br />S3 <br />irj <br />`r <br />in <br />VERTICALS w/ in <br />VV/ (1) #5 REBAR VERT ABOVE SLAB HVAC CHASE TOP OFCONC./PAVERT BE4" <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN %� BASED ON 0'-01, <br />BELOW FIN. FLR.::: <br />■ <br />• ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I �' I . • ............:::::.......... . <br />LOCATION ....:: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 i i : <br />:::....: <br />1 ' <br />ISTEEL" ii� <br />-----.-----� <br />4'-0" <br />16 -10" <br />1 <br />1-4 <br />STEPS AS <br />PROVIDE 1 y2' RECESS �' / I I <br />.- <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR LOW WALLS OPT. <br />icj: <br />10 10a <br />I <br />CONDITIONS <br />WIDTH <br />■ �� CJ F------------ CJ REF. ��J <br />CJI L., <br />r <br />— <br />i — — — <br />° <br />TYP @ 1 <br />( F I CHASE TO IS D : ; <br />D.W. ao I I :. <br />t I <br />' lit <br />STORY U.N.O. <br />A <br />: ; <br />= <br />00 <br />I <br />%' LL- J- <br />III <br />op- <br />S3 <br />v <br />ir> <br />� <br />1 - :: I <br />( SINK / DISP <br />t t Cl) <br />( <br />3 1/2" <br />t I <br />ile <br />, <br />v <br />I <br />It <br />o <br />:- <br />i <br />M(----------+---- <br />Q <br />--- —+----------- .---------�-- <br />f 9.. <br />L <br />t I <br />— --- I$---------� <br />........ .... <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />- - _ H.B� <br />64" 1,_9t, 3' <br />5' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />T-10" L 6'-0" <br />2'-10&' I. 5-11 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=V-0" <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 />w z <br />w <br />• .f ."<.. `tea <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = T-0" <br />•.,� <br />.;� ; <br />:;: <br />#5 CONTINUOUS <br />. • <br />, ..• <br />'�. <br />REINF. SEE FIND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />',', :' ', ',�:' '•_',�: <br />"; :' <br />BAR ONE FOR EA. <br />' ' <br />'•� <br />HORIZ. REBAR, TYP. <br />• <br />�• <br />U.N.O. <br />• •. • •, <br />—Alternate: <br />•; • <br />The reinf. bars shall be <br />;• ' �';• �'�• ,; �• �•�• �• <br />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />,. E:ti�e��ctt��irrrrrf <br />G� <br />ry <br />.`� Sao <br />•�� O� Q. � � <br />z <br />�OPESStONr�����\\\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />10 <br />F A0 <br />y <br />.�.. 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C- <br />a <br />N ai M W N <br />ED <br />LL d a <br />> C Y <br />Z <br />�2o_ WroOLL <br />{�N <br />mo�CO m� Co <br />W <br />�E°'O' a❑ 90 <br />C'V a cnZ <br />O <br />Z <br />V ❑�❑❑ <br />z N O <br />z o <br />¢ s' <br />co <br />d N <br />to <br />z U <br />s <br />� <br />Ur <br />V <br />Q) 0 <br />���Ln <br />° <br />w � <br />M <br />O <br />ram, d <br />T <br />0 8 <br />! <br />� <br />o <br />U <br />to Y <br />¢ <br />o <br />w <br />M <br />M <br />z <br />o <br />Z <br />4 <br />rj <br />io <br />� <br />>m <br />ZR <br />O <br />EEWo <br />U <br />� <br />oa <br />co <br />♦— <br />�< <br />00 <br />0¢° <br />z <br />N � <br />i <br />�0 <br />ao <br />�¢ <br />ww <br />d <br />C <br />x <br />ym <br />m0 <br />oz <br />z <br />U) Q% J <br /><w <br />20 <br />>i <br />3o <br />Q� <br />o� <br />ZZ <br />g0 <br />W <br />aO <br />o <br />CD <br />m <br />a <br />0 (V <br />> d' <br />`W <br />�= <br />Y / <br />T <br />Cr7 <br />\� <br />c <br />C <br />■ <br />J <br />Ln <br />I Lr� <br />LO N <br />� <br />r <br />T <br />T <br />� T <br />cv) <br />v; 04 <br />0 <br />Z <br />M <br />Z <br />E Q <br />co T— <br />`m <br />E <br />U <br />c <br />d <br />� <br />Q p <br />J <br />JOB <br />NO: <br />19-8529 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />