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3 <br />m <br />LO <br />v <br />c� <br />0 <br />Q <br />CV <br />O <br />0 <br />0 <br />J <br />00 <br />cV <br />cG <br />O <br />rh <br />m <br />-d- <br />C <br />C <br />d <br />65-0" <br />5'-4" 1'-95" 3' 2$" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0' 6'-0" S-10" 2'-1064' 5'-11s " 5'-0" 5'-4" <br />3'-0" <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />I i <br />Cl)O <br />\ <br />-0" <br />\ \ HVAC CHASE <br />\� \ BASED ON <br />I \ <br />} <br />O <br />■ : <br />LOCATION <br />I <br />``' <br />\ 16'-0" <br />2'-94" <br />6'-10"•' <br />}II <br />r II <br />J it <br />I ■ <br />I <br />I <br />L <br />M \ <br />SINK / DISP <br />} I <br />I <br />10 <br />in <br />\ <br />S3 \� I L�===��r_1f--1�-- J <br />:: <br />:: <br />:. III <br />C <br />A <br />o <br />S3 <br />\ <br />\\ I I <br />D.W. I II II <br />I <br />T <br />I} I <br />S3 N <br />T <br />\ \ L _ <br />—IE <br />— J L=_—_=_—J CHASE TO ISL1jND <br />_ — — —_� <br />I� # <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />■ <br />PROVIDE 1 %" RECESS C` L _ <br />_ _ _ _ _ J <br />------ <br />III I• . <br />cJ OPT. L . <br />�--e� <br />CJ ' <br />CJ—fiI�I <br />` <br />■ <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO \ <br />KITCHEN ISLAND <br />III REF. 1:: <br />10'-104' <br />PER FIELD <br />MASON'S SLOPE FOR \ <br />\ LOW WALLS <br />III I' ' <br />:: <br />; : <br />CONDITIONS <br />I WIDTH <br />U; • ; <br />`t4 <br />4'-0" <br />I 1 <br />\ \ <br />I <br />16-10" <br />12'-10" <br />b <br />INDICATES FILLED CELL w/ 3000 PSI— <br />\� <br />CONC.GROUTFROM FT. TO BEAM <br />\ <br />W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3bob PSI CONC. <br />......::: <br />1 <br />:...:::::::::::::....... <br />TOP OF CONC./ PAVER TO BE <br />'■ <br />■ ■ ■ <br />(2) #5 REBAR <br />TYP @ ALL PLACES SHOWN <br />I <br />SLAB FOR HERNWDO <br />0'-0" <br />■ 4'-8" <br />T-8" <br />4'-6" <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED <br />COUNTY ONLY \ � \ <br />4"BELOW FIN. FLR, <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CONE <br />PROVIDE %2" x 9 %2' <br />SLOPE <br />STEEL" <br />SLAB OVER 6 MIL VISQUEtN\ <br />RECESS FOR FRT. POOR <br />M <br />I <br />L <br />1 <br />VAPOR BARRIER \� \ <br />2'-6"x2'-6"X1'-0" FTG <br />I }�_4" <br />I <br />S3 <br />- <br />_ <br />25'-108" <br />\ \ <br />9,_551, <br />W/ (3) #5 E.W. <br />3" <br />r� <br />■ <br />CJ <br />CJ <br />: <br />I K <br />CC <br />— <br />(2) #5 REBAR <br />r <br />S3 <br />• <br />S3 <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I <br />�ri <br />AHU <br />FILLED CELL I <br />2'-6' x 2'-6" x V-0" <br />U.N.O. <br />e <br />I <br />iv <br />:. <br />I : <br />r <br />T-1" <br />W/ (3) #5'S E.W. <br />_._ _. <br />2'-6"x2'-6"X1'-0" FTG <br />�._ <br />�� <br />MTV <br />(2) #5 REBAR <br />S3 <br />L J <br />I I I <br />F —1 I: <br />SLOPE <br />VERTICALS w/ in <br />FILLED CELL <br />; <br />I r� <br />-I :,. ....-------- <br />I OPT. D 11 <br />I 11 <br />DPT. VW II . • -3 1/2 <br />L -j I <br />,': <br />; <br />U <br />_ <br />_= <br />5'-3" V-10" S-6" <br />A11 `� <br />11] <br />�N <br />-J <br />■. <br />— CJ <br />I <br />'CJ <br />1 <br />I <br />— CJ <br />I <br />, <br />• <br />' 2'_74 <br />3" <br />' ' ' <br />7'-11" <br />' <br />1'- "' <br />EDGE OF SLAB 2" <br />I <br />BEYOND WALL <br />N <br />I <br />K <br />� <br />J <br />n <br />�"' <br />_ <br />S3 <br />r M2 <br />S3 <br />I cn <br />35`•--4" <br />20'-6" <br />1 <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />0'-0" <br />:: <br />: <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />I <br />( <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />_ <br />FBC <br />(2) #5 REBAR <br />�. <br />VERIFY LOCATION <br />VERTICALS w/ in <br />L---------� <br />--- <br />—;--/--1�-- <br />----------�: <br />—f--- <br />N <br />ELECTRICAL PANEL------ <br />FILLED CELL <br />mL'= ' H.B. <br />A VERIF METER + T-0" <br />S3 LOCATION WITH <br />TYP @ 1 STORY BUILDER <br />15-0" <br />5'-75" 6,_43„ U.N.C. 5,_�„ 7,_15, <br />a s 6' 0" 6' 0" 6'-0" 6'-0" 6' 0" s a 1'4" <br />Ir <br />Ir <br />Ir <br />Ir <br />3" <br />55-10" 1'-7" T-7 <br />65'-0" <br />FOUNDATION PLAN — ELEV—Bl <br />11 1 1 it ' I A 1. 1 1 , L, I- IF i- F <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />U <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />ry0 Y \ i•� y <br />• o;= <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />" <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />} . , ; ` <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />P I; • <br />• •'•" <br />U.N.O. <br />J" • • • <br />` <br />"`Alternate: <br />- C <br />The reinf. bars shall be <br />," o• , ,"; , •• ,°1�; <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 />a+7 � <br />O <br />' <br />CV' <br />C" <br />o_ <br />W S <br />u a� P <br />C-Ij <br />C cc C.) N <br />"' y67X <br />N f0 O b <br />C7 <br />E L <br />Co u <br />b <br />R d d <br />m c ca <br />,n c <br />c E <br />eo <br />� u <br />a <br />pp /{Ii <br />� <br />t' <br />1 s - <br />�` n° e p <br />h •� <br />G Y <br />1 <br />- 4i <br />. <br />y;�.. <br />;tom <br /><=0�> <br />3�.• <br />hunIIiI <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />5 <br />4-,g" "'m :r_ : ;` W <br />� <br />'Ink <br />Q <br />F <br />o C <br />M o <br />0 <br />I{ <br />A <br />W C N r <br />� °' c <br />s <br />Q <br />co O <br />J <br />�a�` <br />4g, <br />F6 LL w <br />J LL d <br />w <br />Z13m <br />—ate o_ 4 <br />c <br />o <br />W <br />w t 'N !9 Y <br />a <br />m w <br />f W <br />, r Z <br />IL <br />��0) <br />N Z - J <br />s • <br />a <br />N � <br />O U ¢ Ov <br />Li <br />N (7 <br />O � <br />N <br />z o � <br />� <br />�c <br />d <br />N <br />r <br />N <br />M <br />^ <br />V O <br />w <br />0 <br />Nun <br />w o <br />Ly N <br />J <br />w <br />r <br />C) o y <br />C U) <br />Q <br />• <br />®® <br />N <br />o <br />J <br />¢ <br />z <br />w <br />Z <br />a <br />� <br />LY I_ <br />z <br />oQ <br />Z o <br />Q� <br />p <br />E V <br />wz <br />zo <br />oa <br />(O <br />00 <br />EB E <br />U <br />�¢ <br />�O <br />L <br />O <br />as <br />Z <br />� <br />a� <br />Q O <br />om9� <br />W <br />3 <br />W <br />C!, > <br />a0 <br />Qo <br />a z <br />m <br />d� <br />3 <br />� <br />V <br />OIa� <br />< <br />�3 <br />O <br />N <br />�( <br />LO <br />L 0 <br />�i <br />rn <br />m <br />,..,� <br />Q <br />0 <br />N <br />O <br />NO <br />= <br />O <br />Y <br />Y <br />�-- <br />� / <br />V) o <br />I— <br />N <br />m <br />m <br />co <br />LO <br />�, <br />Q <br />0 <br />M <br />C/) <br />I <br />N <br />O <br />N <br />co <br />1 <br />LID <br />LO <br />Q <br />E <br />C <br />z <br />f0 <br />Z <br />E O <br />y <br />U J <br />Q Q <br />J <br />JOB <br />NO: <br />23-06128 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />