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3 <br />o- <br />0 <br />O <br />O <br />J <br />rn <br />O) <br />O <br />I <br />m <br />0 <br />Q <br />0 <br />J <br />0 <br />rn <br />O <br />I <br />cn� <br />0 <br />C, <br />a <br />C <br />a <br />E <br />E <br />O <br />S <br />v <br />9 <br />J <br />y <br />t� <br />y <br />U <br />E <br />U <br />N <br />V <br />N <br />O <br />Cl- <br />L) <br />J <br />N <br />O <br />O <br />00 <br />ui <br />a <br />0 <br />a <br />N <br />cV <br />O <br />0 <br />00 <br />Cn <br />Q <br />m <br />0 <br />C <br />C <br />d <br />-0" 5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />-10" 6' <br />10" 2'-106 " 5'-11 <br />■ ■ ■ ■ ■ ■ ■' <br />-■ <br />■ ■' '■ <br />■ ■ ■ ■ <br />................................... <br />r _\` _ <br />..... <br />..... <br />�.:.. _._ _._ . <br />1 <br />�. <br />.........:: . <br />I \ \ HVAC CHASE <br />\� \ BASED ON <br />\ <br />i <br />o <br />I ; <br />■ <br />LOCATION <br />: <br />I 1 <br />"' <br />\ \ \ 16'-0" <br />2, 94rr <br />II <br />6'-10" . ' ..... <br />r <br />I I <br />■ <br />01 <br />— <br />-31/2" <br />L <br />M \ \ <br />SINKDISP <br />} } <br />I <br />rn <br />in <br />S3 \\\ 1 rr=—=��(---- <br />;; <br />:: <br />:: 111 <br />co <br />A <br />o <br />S3 <br />\ <br />\ \ I D.W. I III , II III <br />\� \ IIL JL JII <br />r <br />I} <br />N <br />S3 cn <br />L — — <br />\` \ L==_JL==_ <br />—J __ CHASE <br />_--- <br />TOISL�jVLD =_�; <br />II s } <br />\�I? <br />I <br />TYP @1 <br />STORY U.N.O. <br />■ , <br />_ \ <br />fIII <br />PROVIDE 1 / RECESS CJ — <br />-----—rn-- <br />— — — — — <br />I '- <br />CJ OPT. <br />— <br />— <br />— <br />• — <br />T l <br />— — — — <br />— 1 — <br />— — .. , <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO \ <br />KITCHEN ISLAND <br />1:: <br />III REF. I; ; <br />" " " " <br />• • <br />" " " " " " " " ' <br />" ' <br />�,. <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 />\ <br />11L—• —J. <br />_ <br />\ \ <br />16'-10" <br />12'-10" <br />\� <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ <br />— — — <br />— <br />—.— — — — <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3bdb4,DSI CONIC. <br />1 <br />TOP OF CONC./ PAVER TO BE <br />' ■ <br />■ <br />■ ■ <br />(2) #5 REBAR <br />TYP @ ALL PLACES SHOWN <br />I <br />SLAB FOR HERiVWDO <br />0'-0" <br />■ 4'-8" <br />3'-8" 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 CONC\ <br />PROVIDE)/2" x 9 %2' <br />STEEL" <br />SLAB OVER 6 MIL VISQUEEN <br />RECESS FOR FRT. OOR I? <br />' SLOPE <br />L <br />1 <br />VAPOR BARRIER \� \ <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG LO <br />I �J. 3 <br />`'S' <br />I <br />S3 <br />- <br />r <br />7 <br />s <br />25'-108" <br />\ <br />\ \ <br />9'-58' <br />W/ (3) #5 E.W. <br />0 <br />■ <br />K <br />CC <br />CJ CJ ` <br />I <br />(2) #5 REBAR <br />S3 <br />S3 <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I <br />c� <br />M <br />I <br />FILLED CELL I <br />2'-6" x 2'-6" x V-0" <br />U.N.O. <br />I <br />• <br />r <br />3'-5" <br />7'-1" <br />W/ (3) #5'S E.W. <br />_ _. <br />2'-6"x2'-6"X1'-0" FTG �. <br />W/ (3) #5 E.W. G <br />S3 <br />y <br />— — <br />r — — r <br />— — <br />— — <br />SLOPE <br />17 <br />' <br />ch <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />1 <br />I — <br />. <br />�� • .... <br />1 :: L J <br />I II <br />I OPT. D 11 <br />1 <br />��� <br />r)PT. W <br />-3 1/2" <br />1 <br />,' : <br />I f .......... <br />�.. �r_�_ <br />. ------- <br />_ <br />■• <br />co <br />5'-3" 1' 10" 3' 6" <br />I <br />N <br />= <br />r <br />I <br />o <br />— CJ <br />; : <br />cJ <br />— CJ <br />• <br />I <br />2'-7a" <br />7'-11" <br />1'-I <br />EDGE OF SLAB 2" <br />rn <br />BEYOND WALL <br />tK <br />J <br />S3 <br />M24 <br />1 <br />S3 <br />20'-6" <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />O 0'-0" <br />:: <br />; • <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />WHEN REQUIRED PER <br />11 <br />4'-0" <br />12'-1° <br />: <br />z <br />FBC <br />(2) #5 REBAR <br />WH <br />VERIFY LOCATION <br />VERTICALS w/ in <br />L_--------- <br />— <br />----� <br />/— <br />— <br />— <br />— ----�::i <br />— N <br />ELECTRICAL PANEL <br />+— — <br />FILLED CELL-- <br />— —LF <br />. <br />.:r f <br />. <br />■ <br />. > <br />:! <br />:r r <br />r f • <br />�r <br />> • r r " • w r . <br />r . " . . . <br />r r . . . r :r r r <br />. r . . r , <br />■ <br />■ <br />■ <br />■ <br />1'-6" L 5'-78' <br />A <br />S3 <br />TYP @ 1 STORY <br />6-42,r U.N.O. <br />a 6-0" <br />6-0" 6-0" 6'-0" <br />55'-10" <br />65'-0" <br />VERIFY METER <br />LOCA ION WITH <br />BUILD R <br />6-0" <br />+ H.B3'-0" <br />7'-18rr 1 r-4" <br />1'-7° <br />7-7" <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 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 />Tj z <br />w J <br />cn a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />"• <br />'�: <br />U.N.O. <br />�'- • <br />I <br />*Alternate: <br />The reinf. bars shall be <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 />c <br />ZU c <br />> w <br />� � o <br />C f4 C� M <br />® <br />N cc c= <br />y .d .N <br />N a7 C co <br />Q w N <br />d N <br />co <br />01 V 4 <br />3 cv <br />c o <br />(n <br />E <br />� o <br />� v <br />C, <br />0 <br />9t' 0 � N <br />uJ <br />`. ... <br />01: <br />•`f�flr3lt;iiE <br />1 <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 Florida Building Code -. <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W E <br />0 <br />o r, o <br />O o <br />N <br />O r N N <br />N r <br />7 LO A <br />..@J Ll.. LL LL <br />(� w <br />13 C J LL W <br />o <br />Y <br />Ro � e <br />Y <br />W � M N V <br />W ��pj ; <br />. w <br />0 <br />Z N M Z Q <br />ILW <br />LLLL <br />1~- <br />Z O U <br />11 El <br />v M <br />0 0 <br />o <br />z � N <br />z o � <br />J — <br />� <br />r <br />M <br />N z <br />c� <br />IrW1111111111111 <br />o <br />v11 LL <br />� <br />T Cn <br />W <br />w oo <br />N c <br />t�04 <br />.) <br />W J <br />� — <br />_ Q <br />I <br />old <br />L U <br />U 8 <br />L <br />¢ <br />�Q <br />ti <br />o <br />C.0 <br />w <br />M <br />M <br />p <br />z <br />z <br />� Q E <br />o o <br />Zo <br />ca <br />i_ <br />MU <br />0.. <br />0 00 <br />O E <br />% p <br />a <br />N <br />o <br /><o <br />m� <br />:3 <br />O L' <br />oz <br />60 <br />U <br />�� <br />Z <br />aw <br />2 <br />O <br />z o <br />cn- <br />o� <br />U <br />az <br />U <br /><o <br />O <br />a ¢ <br />O <br />O <br />co <br />�IU <br />a F <br />°O <br />Oi <br />>� <br />J <br />LO <br />0 <br />Ol <br />co <br />��LO <br />QCc <br />co <br />C� <br />T- <br />O <br />Y <br />cc <br />m <br />LO <br />T <br />Q <br />O 72 N <br />I <br />N <br />T <br />00 <br />It <br />LO <br />T <br />LO oo <br />E <br />C7 <br />c <br />0 <br />Z <br />c6 <br />Z <br />3 /i <br />E C <br />m <br />c <br />a. <br />E <br />U J Q 0 <br />.J <br />JOB <br />NO: 22-09409 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />