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C <br />d <br />5'4" V-9$" T-2a' 5'-0" 5'-10" <br />T-0" i. <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />r <br />T-10" <br />2'-1 WP' 5'-11 <br />■ ■ ■ ■ ■" <br />"■ ■ ,' <br />■ ■ <br />■ ■ <br />o <br />'-0" <br />���_.-----.---.{.---- <br />Y■ <br />. <br />J _—_., <br />a <br />� <br />. . . .. . . . . , <br />—.f----------- <br />. <br />. . . .. .. . . . . <br />,: --------I—_ <br />I <br />. .. <br />. . . . . . . . . . .. <br />. . .. . . . . .... . . —•_ . <br />—_..— Lt._--•ice <br />'t <br />t IF} <br />. . . . . . . . . . . . . . . . <br />.-----.-� <br />o <br />v <br />AC PAD <br />: <br />I HVAC CHASE <br />BASED ON <br />I <br />:: <br />:. <br />■ . <br />LOCATION <br />16'-0" <br />2.-94„ <br />6'-10" . ' <br />i .. <br />r <br />h} <br />0 , . ■ <br />r�- <br />-3 1 /2" <br />-0' <br />C <br />i <br />C9 <br />L <br />S3 \ �I--=-���-lr-l�-- <br />SINK / DISP <br />;; <br />:: <br />; <br />:: III <br />A N <br />o <br />SOP <br />3 <br />I D.W. III II <br />�� II �� III <br />I <br />.. <br />I} <br />in <br />v <br />I <br />L— — <br />L - <br />��\�—_-_-- <br />IIII I <br />- _ J Ll- _Jl- Jul _ CHASE TO ISL1j JID :: <br />_---- __ <br />: <br />�� 1 <br />II <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />■ <br />- - <br />PROVIDE 1 y" RECESS C` L - - <br />_ <br />—{— <br />- - - — - - - - - - <br />- �.Tll <br />C J 1 II OPT. �: <br />-T- e 1 <br />ar ' <br />- <br />CJ I <br />- - - <br />■ <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO <br />KITCHEN ISLAND <br />REF. <br />111 1: : <br />10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR `� <br />LOW WALLS <br />III I <br />: ; <br />CONDITIONS <br />I WIDTH <br />LJL---J <br />I <br />4'-0" <br />I <br />\ <br />16'-10" <br />12'-10" <br />o <br />io <br />— — — — <br />—.— — — — — -J <br />INDICATES FILLED CELL w/ 3000 PSI <br />::... <br />CONC. GROUT FROM FT. TO BEAM <br />:........ <br />. <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3b0b•�SI CONC. <br />O <br />TOP OF CONC./ PAVER TO BE <br />' ■ <br />■ <br />■ ■ <br />■ <br />4'-0" <br />4' 4" <br />4'-6" <br />(2) #5 REBAR <br />I TYP @ALL PLACES SHOWN SLAB FOR HERIa�DO 0'-0" <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ' 4" BELOW FIN. FLR. <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI C6� <br />PROVIDE YZ' x 9 Y," <br />SLOPE <br />STEEL" <br />SLAB OVER 6 MIL VISQUE�PI I <br />RECESS FOR FRT. OOR - <br />VAPOR BARRIER <br />I <br />2'-6"x2'-6"X1'-0" FTG <br />26-10"' <br />�� <br />9'-5$' <br />W/ (3) #5 E.W. <br />.. <br />4'jinI <br />r� <br />\\. <br />Iff <br />.. ... . ..------- <br />I <br />■ <br />o <br />A <br />`\ <br />K <br />CC <br />(2) #5 REBAR <br />r <br />00 <br />S3 <br />S3FILLED <br />VERTICALS wTYP <br />@ 1 STORY <br />I <br />I <br />CELL <br />2'-6" x 2'-6" x V-0" <br />U.N.O. <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" FTG <br />W/ #5 E.W. <br />F -'-1 <br />- - - - <br />- -_- - ; <br />I <br />f <br />2 #5 REBAR <br />() <br />- <br />(3) S3 <br />L J <br />I I <br />I (- o -1 1•; <br />SLOPE <br />M <br />VERTICALS w/ in <br />FILLED CELL <br />I _ <br />I ' <br />�'� <br />I <br />I OPT. D I <br />I II <br />3.. <br />I OPT. VW I(: <br />J. <br />:....-------- <br />== <br />5'-3" 1'-10" T-6" <br />11 <br />`� II <br />�N T <br />ici <br />I <br />T.• <br />I I <br />CJ <br />: <br />: <br />1 <br />o <br />zo <br />rn <br />• <br />2'-934" <br />T-11.. <br />V-I <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />C <br />r <br />J <br />N <br />G10 "' L' r M24 1 <br />S3 <br />M <br />35'•-4" <br />20'-6" <br />■' <br />I <br />:: <br />: • <br />I <br />BUILDER TO PROVIDE <br />® 0'-0" <br />I <br />2'-6" <br />APPLIANCE PROTECTION <br />; ; <br />; ; <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />_ _ <br />FBC <br />(2) #5 REBAR I <br />VERIFY LOCATION <br />VERTICALS w/ in <br />I <br />L--------- �--- <br />-- — <br />— �1 <br />:� ��— <br />— f// <br />�1/�-- — <br />---- <br />— -�-'.I <br />/ <br />— <br />�., <br />ELECTRICAL PANEL <br />+— — <br />FILLED CELL-- <br />— — <br />!!I.f> <br />■�f:f <br />>>f>f >f f >f >:f ff> >f f> <br />l:f>> <br />> . <br />f•:>f <br />f f>! <br />>>r•ff:f>f >Y f <br />> ff <br />■ <br />■ <br />T <br />■ <br />■ <br />1'-6" 5' <br />L -78.. <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />nor= <br />VERIF METER + <br />LOCATION WITH <br />BUILDER <br />15-0" <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4"=1'-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 />z <br />w -, <br />`n a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />I p�• <br />`'" <br />#5CONTIN000S <br />a <br />., • <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />i, <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />' Ia <br />*`Alternate: <br />.r, <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" = 1'-0" <br />02 <br />C <br />V4 <br />C*4 <br />a <br />M <br />O W <br />>✓ so v � <br />® co <br />b. U. <br />tin � p y <br />tfi C/ <br />,y t7.. ,i=,•, C <br />OA Zj e1 <br />3 cc <br />c ca <br />if •� T <br />W G Q <br />c E <br />� o <br />a � <br />Q`)�O 1f N <br />��e4T t � <br />F �•� <br />�. <br />P <br />�prpn. <br />kit. <br />�'n � k. i. «•i��h1l`r Vf! V <br />�.� <br />®`1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W 00 <br />e( o <br />N 0 <br />L� N r <br />w 00 N N CC) <br />O <br />Y, <br />N O ik LL <br />c J <br />cou 0 d <br />wa <br />C,11 <br />0� <br />1 <br />c m a Zs <br />5 e N Cfl > 0 <br />W o --- o <br />W (n � � . m W <br />Z <br />ti; <br />H <br />� ce) ZLL <br />0 N O U <br />Z <br />W ❑ ❑ <br />C <br />z CO <br />o o <br />Z m N <br />z � � <br />J - <br />tl � <br />N <br />— <br />M <br />o <br />aj <br />4 N <br />fB w <br />� a <br />m <br />U <br />Or.,., <br />N <br />_ <br />�n <br />� r— <br />v 6 <br />ur�� <br />in s"UEp <br />II <br />Lam,'' L aj <br />.J o y <br />r~ U) <br />¢ <br />m <br />r_ <br />C <br />w <br />C.0 <br />M <br />w <br />OZ <br />ZZZ <br />Q <br />U_ <br />E <br />za <br />o o <br />yN <br />o <br />za� <br />0 o <br />w= <br />Za <br />Co M <br />O E <br />x <br />aU F <br />0 o <br />"U <br />p Q <br />0 <br />a� <br />0 <br />0o <br />�z <br />n, <br />¢o <br />¢ <br />w� <br />m <br />Z,Y <br />m � <br />Nm <br />aw <br />g <br />C!) <br />oM <br />oLL <br />no <br />a <br />m <br />it <br />6 O <br />z <br />H ~ <br />�z <br />?D <br />C� <br />v <br />wr <br />>O <br />a <br />0 3 <br />zI< <br />N <br />>� <br />J <br />L 1 <br />� <br />� <br />N <br />co Co <br />0 <br />J <br />� <br />Yco <br />r <br />W <br />m <br />' /� <br />�.1 , <br />r <br />Q <br />O U. C") <br />I <br />io N <br />N <br />O� <br />�-- <br />r <br />r <br />LO T <br />m <br />Z C`7 <br />N <br />6 <br />Z <br />Z <br />y <br />E <br />f° <br />c <br />0 <br />U J Q <br />J <br />JOB <br />NO: 23-00522 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />�, � i � i �..i � r. _.��.F- J _�_,FTir-i:, <br />