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c <br />d <br />$' 3'-2s' 1. 5'-0" 1. 5'-0" 5'-1 <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />_1m' 2'-10ff" 5'-11 <br />5'-4" <br />T <br />■ ■ ■ ■ ■ ■ ■' `■ ■ ■' ■ <br />■ ■ ■ ■ <br />r <br />o <br />0 <br />I <br />2-9a � ' <br />I I <br />16'-0" 6-10" . <br />..... I :: <br />\ \ <br />:: � I i ; ■ <br />0'-011 <br />I <br />o <br />.3 1 /2" <br />\ \ SINK / DISP <br />I <br />I ; <br />m <br />I <br />S3 <br />\�\ I r� -=-------- I 1 b <br />I \ \ D.W. j 0o I I <br />0? <br />.... I i <br />A <br />S3 in <br />o <br />; ; <br />IL _ _ 1 _ _ __ _ _ CHASE TO ISLAND- <br />�� --- ----__�_-_ <br />-: <br />I <br />a ( <br />II <br />TYP @ 1 <br />STORY U.N.O. <br />_�----- <br />- - - •:- - - - � _ <br />_ - <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 %" RECESS \ \ CJ L - - - - - - - - - CJ OPT. ; ; T e� cJ ; <br />FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , , : ; : _ • <br />cJ I I : ■ <br />; ; ; ; 10'-104" I <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS ; ; <br />I <br />o <br />CONQITJONS <br />WIDTH 1\\ I ..'. <br />\ <br />\ \ 16 -10" <br />12'-10" <br />r <br />\ <br />\ \ \ ........ .:.... <br />INDICATES FILLED CELL w/ 3000 PSI <br />_ . <br />CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE I ................................... ............ <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER TO BE 4" <br />........... ■ <br />■ ■ ■ <br />■ 4'-0" <br />4'-4" <br />4'-6" <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED \ <br />( <br />\� <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />SLOPE <br />C° <br />\ RECESS FOR FRT. POOR �,� <br />STEEL I I <br />L <br />o <br />\ \ <br />\ \ 2'-6"x2'-6"X1'-O" FTG LO <br />\\10 <br />I 4 . <br />S3 <br />T <br />_ <br />25'-1012s, \ \ 9�-5T29" W/ (3) #5 E.W. <br />5'-0" I <br />00 <br />80 <br />I \\ ----------- <br />\ \\ <br />■ <br />■ <br />- <br />o <br />A <br />I CJ CJ <br />\\ <br />—� <br />v <br />TYP @ 1 STORY S3 <br />I 53 <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />I cs," AHU I <br />VERTICALS w/ in <br />Cal ; I ;- <br />3'-5" <br />FILLED CELL <br />T 1" <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" <br />o <br />W/ (3) #5 E.W. S3 <br />I I I OPT. D PT. I -3 1/2" <br />SLOPE-; <br />I <br />.......... ................. <br />■: I <br />5'-3" 1'-10" 3, 6„ I O 1 N T <br />■ : — CJ CJ — CJ <br />9 <br />IT <br />I I I ; 2' 73 <br />I <br />Fa <br />a) <br />3-1/2" MIN 3000 PSI CONC. a 6'-5" 3'-2" <br />SLAB FOR HERNANDO <br />COUNTY ONLY K <br />I I <br />J <br />0? <br />3-1/2" MIN 2500 PSI CONC - • ' <br />d <br />SLAB OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER '- ' { <br />35'41 20'-6" <br />■ I <br />; : <br />:: (:: <br />BUILDER TO <br />: <br />1 <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />0'-0" <br />I <br />:: <br />• I ; <br />APPLIANCE <br />VERT►GALS w/ in <br />; : 4'-0" <br />; 12'-1" : <br />O <br />PROTECTION <br />FILLED CELL I <br />W.H. <br />WHEN REQUIRED <br />� � <br />PER FBC <br />-----------�— <br />--- <br />— <br />-- --------�-' <br />— — <br />— <br />— <br />----•----I <br />co <br />5'- <br />M <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5'-2$" <br />V-4" L 7'-10" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. 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 />LU <br />Z <br />W J <br />ai a <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=V-0" <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />0'��•' <br />��' <br />#5 X 25" X 25" CORNER <br />.. <br />' ' <br />'-' ' .• a ' <br />•' <br />BAR ONE FOR EA. <br />• ..'. <br />_ - <br />- •. <br />;. <br />HORIZ. REBAR, TYP. <br />'• <br />U.N.O. <br />:.':'' :.: • ; : •• <br />: • : <br />; - <br />"Alternate: <br />-;:Y.:.:;.: <br />' <br />The reinf. bars shall be <br />�r..:r.: • �:%.• �;: <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"=1'-0" <br />M <br />0 <br />2 <br />Q <br />Q. <br />U) <br />(/) (D <br />Q) C_jD <br />t_u <br />0 <br />O LU <br />0 <br />=' <br />cn <br />o 0 <br />V <br />u-, <br />I— <br />N M <br />c to m <br />-0 M <br />9O O <br />ariL00 <br />N <br />1 Y <br />Q m <br />M Q d <br />® <br />D® <br />N C B D C <br />�4 1 <br />N <br />ee>••e <br />6. oo <br />N <br />I� yE tt <br />a9a` <br />En4i0 <br />y <br />oo` <br />�e W <br />0`� �,'A' <br />W N Q cl) ea <br />To the best of the Engineer's kno I Y ation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1! <br />O <br />z <br />0 c <br />��-+(nM00 <br />M <br />Q � V Ln <br />LA <br />zCL <br />M <br />0� V <br />Q 0000 <br />E <br />z § <br />z <br />CD <br />W <br />J � <br />Tr <br />az <br />1,0" <br />0�2 <br />Za <br />�a <br />f— <br />w 4 t <br />o Uj <br />zww< <br />J <br />3: z <br />FOR xW <br />Z <br />o <br />co <br />�.} <br />V` <br />0 <br />oZ <br />Zo <br />xzQ � <br />O <br />w <br />a <br />(2 <br />M <br />: <br />1 <br />O <br />oU <br />> <br />LL <br />�a <br />O <br />2:8� <br />O <br />Lu <br />aoo <br />F <br />0< <br />_j <br />v aa <br />V dmd <br />N <br />A <br />z w0� <br />Q <br />p <br />z <br />z <br />N <br />N <br />og <br />w0 w 0 <br />W aCY <br />JLij <br />2:¢ <br />Lij <br />ISoz <br />awo <br />��� <br />Ln <br />M <br />Q <br />z <br />° <br />O <br />z <br />ZZ <br />aZ <br />0 <br />06 <br />J <br />laJ <br />= <br />o <br />171 <br />a z <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />6.0 <br />