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.. . V-94" . 3 <br />H.B.+ <br />5'-0" 5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />T-1 <br />2'-10aa " . 5'-1 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■. ■ <br />■ <br />■ <br />■ ■ <br />I <br />I11 Cl) <br />\ I I I <br />\ 16'-0" 2'-94a6-10" <br />II <br />T <br />Ln <br />c0 <br />( <br />L <br />S3 <br />I \ \ \ 1 — SINK / DISPOP <br />\\ rr ----- - _ <br />I \ \ I DWI I I ' ' '- <br />.. I I } <br />S3 N <br />,- <br />1L=-=� -- _ --- I CHASE TO IS Q--- <br />PROVIDE 1 %" RECESS \ \ CJ L - _ _ - - _ _ - _ _ - _ J CJ OPT. -1- CJ CJ ; <br />\ REF. <br />I <br />o } I <br />CJ --��I I ■ <br />TYP @1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ '.: '. '. '. '. '.. '. '.. '. '. '. '. '. '.: : �.'.'. <br />::.' 10'-101" <br />PER FIELD <br />MASON'S SLOPE FOR \� KITCHEN ISLAND ; <br />( <br />CD <br />CONDITIONS <br />WIDTH \I� \ LOW WALLS <br />4'-0" <br />( \ \ 16-10" <br />12'-10" <br />J <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />`r <br />CONC. GROUT FROM FT. TO <br />\ \ <br />— <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ • ..:::::::::::: ' ::::::::: ' ..: <br />:..:..:. <br />■ ■ ■ <br />TYP @ALL PLACES SHOWN I \ \ 1 .:::::::::::::::::: <br />\ \ <br />TOP OF CONC./ PAVER T BE 4" <br />■ <br />■ <br />(2) #5 REBAR <br />\ \ 0'-0" <br />I HOOKED FTG. DOWELS 5' EMBED \ \ BELOW FIN. FLR. <br />\ HVAC CHASE <br />4'-0" <br />4'-4" <br />„ <br />4'-601 <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />\ \ BASED ON <br />I STEEL„ <br />SLOPE, <br />FILLED DELL <br />\ PROVIDE Yx 9" <br />\ LOCATION RECESS FOR FRT. POOR 1", <br />L <br />I <br />I \ \ 2'-6"x2'-6"X1'-O" FTG 'n <br />I 4" <br />S3 <br />a <br />- <br />-�128■ <br />25'-LOAD, \ \ \ Y-541W/ (3) #5 E.W. <br />5'-0" <br />- - - - - - <br />I- <br />CJ CJ \ \ .. I <br />— — <br />(2) #5 REBAR <br />Av <br />r <br />0° <br />TYP @ 1 STORY g3 <br />CC <br />I <br />U.N.O. <br />S3 <br />ll,, S3 <br />VERTICALS w/ inAV <br />I I ^ri I AHU I I <br />FILLED CELL <br />12'-6"x2'-6"X1'-0" FTG N _ : ; T-5" <br />^ <br />W/ #5 E.W. : _ _ _ _ Z — <br />7' 1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />(3) G -3 1/2" <br />( S3 <br />1 <br />1 OPT. D PT. <br />SLOPE <br />FILLED CELL <br />. ............... <br />^� <br />I <br />I — ......... — -.- .-_. — .--. — <br />■ <br />I <br />L*V-3'-6'^ <br />5'-3" I O I I T <br />I. <br />I N <br />■ — CJ ; ; ;CJ — CJ <br />I 1 <br />c7 <br />00 <br />3-1/2" MIN 3000 PSI CONC. ' 2'-a' T-10' V- '• EDGE OF SLAB 2 <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />I (' K je <br />N <br />3-1/2" MIN 2500 PSI CONC �� - <br />1n100 <br />o <br />S3 <br />r" <br />( SLAB OVER 6 MIL VISQUEEN 1 -1 11 I : ; S3 •- <br />VAPOR BARRIER r <br />35`4' 20'-6" <br />■ <br />( <br />BUILDER TO <br />0'-0" <br />PROVIDE <br />(2) #5 REBAR <br />APPLIANCE <br />VERTICALS w/ in <br />4 0 <br />12 1" <br />O <br />PROTECTION <br />FILLED CELL <br />:: • � � <br />I <br />WH• <br />WHEN REQUIRED <br />0 0 <br />PER FBC <br />16 <br />---------- •"� <br />--- <br />-- ---------1-' <br />— <br />-- <br />— <br />-------j <br />00 <br />■ <br />' <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />1" <br />H.B. <br />T-1 <br />L1'-4" I <br />T-10" <br />FOUNDATION PLAN MONO - <br />ELEV-B1 <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" SAWCUTx 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF, SEE PLAN. FOUNDATION PLAN <br />LU <br />cwn a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;�• <br />v`�v. <br />•r <br />#5 CONTINUOUS <br />,�: <br />; ; ,:' <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />; : <br />, ',; ' <br />: ; <br />#5 X 25" X 25" CORNER <br />�'' ' �• •: <br />�• <br />�'' <br />�; <br />BAR ONE FOR EA. <br />' ' ' <br />HORIZ. REBAR, TYP. <br />., .. .. <br />•, • <br />•; <br />.., <br />U.N.O. <br />-Alternate: <br />_ <br />The reinf. bars shall be <br />��t,: • :;:,, •'t;:,� :: r'�, • �:%., ••�:% <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 />�ia141i3!$ttlA/ld�� <br />u <br />Ilk% <br />* �0N�+' <br />AA <br />a` <br />O, <br />' <br />} <br />`• <br />Ole, 0F SStQ SNI <br />� <br />- <br />tfltttt6l&�" <br />�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />.. <br />Co <br />00 CD <br />p~ppp <br />w <br />Wp�% <br />0 0 m <br />c) N N <br />c0 .N- J J <br /># ro u- LL <br />V <br />r%i <br />CO C7 -Np <br />'7 LL �' <br />J W W <br />L% LL p t1 <br />a <br />Z <br />0 <br />, M <br />> C <br />� � <br />lJJ , y of <br />Y <br />0 <br />1J1 <br />mQ3o <br />0 o r� <br />mm�o <br />W <br />Z <br />IL <br />2E°_'6' <br /><co <br />V Q co Ci Ci <br />�oa0 <br />5 O <br />0z <br />N O <br />d <br />❑OM❑ <br />W <br />M <br />N O <br />_ � O <br />H <br />d <br />cI <br />N <br />i ,_ <br />•O <br />",, g <br />0 <br />n a <br />V) <br />�N <br />c a <br />� <br />m <br />zt�. <br />s o <br />U a <br />OQ <br />� o <br />MCID <br />t <br />m <br />o <br />W <br />M <br />z3 <br />z <br />li <br />ai E <br />C) <br />E 8 <br />zo <br />oo <br />= <br />>m <br />z� <br />o0 <br />_ <br />OE <br />X O <br />a p <br />O <br />0 <br />E <br />O <br />N <br />L <br />< z <br />.o <br />W w <br />¢ <br />(p <br />C/) <br />¢ 0 <br />z <br />o <br />m , <br />r O <br />O' <br />z <br />z <br />J <br />¢ s <br />g <br />(n <br />Cl)Z <br />z <br />go <br />2)oa <br />Q <br />U 3: <br />w� <br />�� <br />g& <br />a <br />�w <br />G <br />Fa <br />o <br />w� <br />� O <br />CIDaF <br />V <br />z ¢ <br />0U ?i <br />_N <br />0 <br />.y <br />L <br />Q� <br />> <br />T <br />c <br />N <br />`° <br />J <br />O <br />U <br />C3i <br />� <br />m <br />r <br />d' <br />Qi <br />■— <br />T <br />z o <br />N <br />Ln <br />r <br />r <br />04 <br />r- o <br />N <br />c) ` <br />�; c* <br />o <br />Z <br />Z <br />E O <br />E <br />r <br />m <br />_ <br />JOB <br />NO: <br />19-8532 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />