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1' <br />H.B.' <br />A <br />V-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />'-10" <br />2'-1OP" . 5'-1 <br />.....: ................... . <br />— •F- — <br />-•�- J — •F- — <br />------------ <br />-------- <br />1 <br />— ~ ,._-�-- <br />=....... <br />—..�---- <br />� ` I� <br />— � <br />v <br />� <br />'-0" <br />� <br />� - I <br />:: <br />.. <br />1 1 <br />; <br />� <br />AC PAD <br />\ HVAC CHASE <br />\\� \ BASED ON <br />I <br />�--- -� <br />:: <br />: `� ---- J <br />■ <br />\ LOCATION <br />\160 <br />\\ <br />I �� \ <br />Z_ 6-10 <br />I :: <br />r I� <br />:: \ III <br />II I <br />L <br />I ■ <br />s 0'-011 <br />_ _ <br />-31/2" <br />in <br />ro <br />SINK / DISP _ <br />S3 \�\ I rr-=- �r�r-1� - , I <br />O <br />I 1 <br />I I <br />111 <br />= <br />-��'� <br />A N <br />o <br />S3 <br />\ <br />I \ \ D W �) II �� If <br />I <br />III <br />::.: <br />S3 LO <br />v <br />\� IL---it----2__ <br />-iF <br />I III <br />1 CHASE TOISLgND _ <br />_--- _----___TII-- <br />I <br />�- <br />11 ��Ia <br />�„ ��11 <br />I <br />- - - <br />TYP @1 <br />STORY U.N.O. <br />■ <br />PROVIDE 1 Yi' RECESS C ` L - - <br />- <br />- - - _ L - - - - - - i C J I II OPT. Ill <br />- <br />- <br />- <br />--r CJ- <br />- - - <br />CJ• ' <br />- CJ _ F1 - <br />■ <br />STEPS AS <br />REQUIRED <br />( FOR SGD. REFER TO \ <br />KITCHEN ISLAND III REF. 1; ; <br />::: • : <br />• • • • • • • • • • • • • • • _ • • <br />:: • : ; <br />PER FIELD <br />MASON'S SLOPE FOR `� \ <br />LOW WALLS III 1' <br />O <br />i <br />CONDITIONS <br />I WIDTH \ \ UL <br />\ \ <br />4'-0" <br />( 1 <br />\ \ <br />16'-10" <br />12'-10" <br />o <br />!. <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />:........ ...... <br />J <br />. <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3a0b-psi CONIC. <br />. . . . . . . <br />. . . <br />TOP OF CONC./ PAVER TO BE <br />' ■ <br />■ ■ ■ <br />° <br />2 #5 REBAR <br />TYP @ALL PLACES SHOWN <br />( <br />SLAB FOR HER1�11�D0 <br />0'-0" <br />4" BELOW FIN. FLR. <br />■ 4'-8" <br />3'-8" 4'-6" <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ` ` <br />\ \ <br />FILLED CELL <br />( W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CB <br />PROVIDE Yz" x 9 %2' <br />_ <br />SLOPE <br />CO <br />STEEL" <br />SLAB OVER 6 MIL VISQU[ AI <br />\ <br />RECESS FOR FRT. POOR <br />I <br />L <br />1 <br />VAPOR BARRIER <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG <br />I -M 3:; <br />"5 <br />I <br />S3 <br />_, <br />,- <br />cfl <br />cl� <br />25'-108" \ \ <br />W-51" <br />W/ (3) #5 E.W. <br />M <br />c <br />..... <br />- - - - <br />■ <br />O <br />o <br />A <br />CJ <br />CJ <br />' \ <br />I K <br />CC <br />(2) #5 REBAR <br />in <br />S3T <br />S3 <br />I <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I I <br />=� <br />, I AHU <br />I <br />I <br />FILLED CELL I <br />- <br />2 6' x 2 ' x 1 0 <br />6 <br />U.N.O. <br />3'-5" <br />7'-1" <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" FTG <br />I 1 ; r - - - - n r - _- - ; : <br />M� <br />(2) #5 REBAR <br />W/ (3) #5 E.W. S3 <br />I <br />; ; L J <br />; <br />I II <br />��� I : -3 1/2 <br />SLOPE <br />SLOPE <br />M <br />VERTICALS w/ in <br />FILLED CELL <br />:. <br />I _ <br />I <br />'\ <br />I OPT. D I <br />II <br />I_.- <br />I OPT. VW : <br />J <br />-�_-��_-- <br />__ <br />- <br />- <br />5'-3" V-10" T-611 I <br />A.II <br />M <br />co <br />: II <br />o <br />04 <br />I <br />■ : <br />— CJ <br />I <br />:: CJ <br />— CJ <br />4 <br />cO <br />• <br />I 2'-7a" <br />T-11" <br />1'-I <br />EDGE OF SLAB 2" I <br />I <br />°' <br />I <br />BEYOND WALL <br />_ <br />I <br />K <br />0 <br />r <br />J <br />N <br />'r' <br />1 ^` 1 <br />- <br />I <br />S3 <br />- M2 I <br />S3 <br />I io <br />1 <br />I: <br />r <br />35r.-d" <br />20'-6" <br />■ <br />2'-6" <br />BUILDER TO PROVIDE <br />; <br />APPLIANCE PROTECTION <br />I <br />01-0' <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />�. <br />FBC <br />(2) #5 REBAR <br />VERIFY LOCATION <br />VERTICALS w/ in <br />--------- <br />--- <br />/ <br />ELECTRICAL PANEL <br />— <br />FILLED CELL <br />-- <br />- <br />I I•I I I I:! 1 1 1 1 1 1 1 <br />I r• I:!.I.! <br />... I... I .• 1 <br />OP <br />■! <br />I:I I I I I I. I I f I I:I I I I I I I I I> I I <br />•:I <br />f 1 f 1 1 I <br />I <br />■ <br />■ <br />■ <br />■ <br />5'- <br />1i <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6-0" <br />55'-1 <br />65'-0" <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />5' <br />7- <br />H.B <br />FOUNDATION PLAN — ELEV—B1 <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 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />uj z <br />wg <br />co O5 lz- <br />- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-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 />U.N.O. <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" = 1'-0" <br />C" <br />O <br />%a <br />Cn <br />r <br />� <br />s w <br />o o <br />_ M f-A CV <br />�.• C 6L' O_ <br />y {O CO <br />'N y CV L <br />y N O <br />•a y N X <br />W <br />•� E � c <br />oc ; vo <br />7 U p1 <br />c Ce <br />m <br />� car, <br />c� <br />c E <br />vo rJ <br />N7 <br />O <br />C'V <br />O <br />r1�7�R�F4f <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Read eMet 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 />W <br />vEp <br />O J <br />N O <br />N O <br />rk LL <br />yMC - <br />J L U. LL <br />13Z <br />a 4 <br />t�� <br />W <br />r. � Q <br />f0 `�' co <br />z <br />IL <br />M Z J <br />N <br />OU 0 y <br />Z <br />W <br />❑❑ <br />N v <br />N M <br />O <br />Z W <br />Z �p <br />'Q <br />Q <br />u- <br />� <br />U <br />LL <br />-1 <br />ro <br />7 <br />11, <br />o <br />� <br />W <br />0 <br />w <br />U <br />'— E <br />U <br />0 <br />Q � � <br />slm <br />COO <br />M <br />U_ <br />$ <br />y <br />E <br />() <br />z <br />Z® <br />wa <br />f- <br />O <br />} V <br />rca&z <br />U O <br />q <br />Z <br />Cb ru <br />4 2 <br />p 2 <br />N M <br />G <br />�o <br />J <br />�o <br />Z <br />ZFF <br />Cc, <br />$3 <br />a�z <br />< o� <br />W <br />} <br />M <br /><� <br />�W <br />w <br />yz <br />F Vie_ <br />=3 <br />�I <br />IIIIIIIII� <br />u� <br />a ? <br />ZI¢ <br />U <br />L <br />L-0CID <br />rn <br />Q <br />c� <br />0 <br />O <br />tZ <br />ICT <br />T <br />U) 0 <br />c� <br />m <br />��r <br />o <br />I0 <br />Q <br />1 <br />o <br />co <br />Y / <br />r <br />M <br />f <br />E <br />CC <br />o <br />Z <br />rho <br />O <br />E <br />u? <br />c <br />a <br />U <br />Q<v p <br />°i <br />]OB <br />NO : <br />23-04908 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />