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3 <br />rn <br />cn <br />0 <br />0 <br />LO <br />ID <br />J <br />CN <br />O <br />0 <br />I <br />N <br />a <br />rn <br />u7 <br />0 <br />LLn <br />J <br />co <br />LO <br />O <br />I <br />M <br />/ <br />Liz <br />Lf) <br />0 <br />cn <br />0 <br />Y <br />Q <br />M <br />O <br />a <br />12 <br />N <br />0 <br />x <br />v <br />J <br />CD <br />N <br />ti <br />E2 <br />U <br />v <br />0 <br />UI <br />N <br />�6 <br />O <br />d <br />d <br />O <br />U <br />J <br />a, <br />tZ <br />N <br />0 <br />ti <br />a <br />O <br />a <br />r r'7 <br />C) <br />N <br />N <br />0 <br />Q <br />M <br />m <br />v <br />N <br />C <br />C <br />d <br />5'-4" 1 r-98„ T-28rr <br />1HBt <br />5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />T-10" 6-0" <br />6-0" 3-10" L. 2'-10�' 5'-11 <br />AC PAD <br />: <br />y� <br />( I <br />I <br />} <br />o <br />: <br />HVAC CHASE <br />BASED ON <br />: <br />;; <br />--------� # <br />o <br />■ <br />LOCATION <br />I <br />16'-0" <br />2'-9a' <br />6'-10" <br />IF} I } <br />III <br />;. <br />& <br />—1. <br />I} i <br />U-0" <br />-3 1 /2" <br />L <br />M <br />SINK / DISP <br />i <br />ir <br />in <br />S— <br />�< <br />iv <br />o <br />S <br />\\\ i <br />D.W. <br />� <br />S� <br />L — <br />_ <br />II <br />LJL_J <br />—_ —J _== n _ _ <br />—_______ CHASE TOI—j)j4D_ — <br />— — _ — — -- — —� <br />II <br />I <br />li� <br />I I <br />I <br />TYP 1 <br />@ <br />STORY U.N.O. <br />■ <br />PROVIDE 1 12" RECESS C L — <br />- <br />---I-- — <br />_ _ _ _ — — — — — — — <br />� rn� <br />CJ I II OPT I.: <br />— <br />— <br />— • : — <br />r_ CJ <br />— — — �--� — <br />CJ : <br />— �� -L� <br />CJ -I I <br />— <br />■ <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO <br />KITCHEN ISLAND <br />III REF. (; <br />::: • : • • <br />• • • • • • • • • • • • • . • • <br />• • • • : :: • :: <br />frr I <br />10'-104 <br />PER FIELD <br />MASON'S SLOPE FOR �� <br />LOW WALLS <br />III I' <br />o <br />CONDITIONS <br />I WIDTH <br />u� _ _ _ _: : <br />o <br />4r_0rr <br />I <br />16'-10" <br />.12'-10" <br />J <br />X <br />d <br />INDICATES FILLED CELL w/ 3000 PSI <br />rr <br />— — — — <br />— •— — — — — <br />CONC. GROUT FROM FT. TO BEAM <br />:........ <br />......... <br />. <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3a0bpSl CONC. <br />TOP OF CONC./ PAVER TO BE <br />' ■ <br />■ <br />■' ■ <br />TYP @ALL PLACES SHOWN <br />SLAB FOR HERIV,�CI�jDO <br />0'-0" <br />■ 4'-0" <br />4'-4" 4'-6" <br />(2) #5 REBAR <br />VERTICALS w/2in <br />I HOOKED FTG. DOWELS 5" EMBED <br />COUNTY ONLY <br />4" BELOW FIN. FLR. <br />I <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI C61V <br />PROVIDE/2" x 9 Y2" <br />- <br />- <br />STEEL" <br />SLAB OVER 6 MIL VISQUEF�'N, <br />RECESS FOR FRT. OOR ih <br />SLOPE I <br />L <br />VAPOR BARRIER <br />2'-6"x2'-6"X1'-0" FTG 'n <br />M <br />I -4" I <br />S3 <br />o <br />25-108" <br />9,_55" <br />W/ (3) #5 E.W. <br />4r_4" <br />� <br />CJ <br />CJ <br />I <br />(2) #5 REBAR <br />00 <br />S3 <br />S3 <br />CC <br />S3 <br />VERTICALS w/ in I <br />2'-6' x 2 6' x 1'-0" <br />TYP @ 1 STORY <br />I =� • • I <br />I ro AHU <br />FILLED CELL <br />U.N.O. <br />I <br />ii <br />:: <br />I <br />3r 5rr <br />7r_1rr <br />W/ (3) #5'S E.W. <br />12'-6"x2'-6"X1'-0*FTGT <br />• � �. �SLOPE(2) <br />W/ (3) #5 E.W. <br />L J <br />I II <br />f IVERTICALSw/ <br />#5 REBAR <br />inI <br />FILLED CELL <br />:. <br />T� <br />r. <br />; <br />I OPT. D I I <br />I II <br />OPT. VW II : -3 1/2 <br />L _ J I <br />I <br />------- <br />U <br />5'-3" <br />II <br />o T <br />7I <br />■- <br />—CJ <br />CJ. <br />—CJ <br />9 <br />IT <br />I <br />' 4" <br />T-11" <br />I: <br />1'- ". <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I <br />K � <br />J <br />L^ S3 r M24 <br />S3 <br />ihN <br />I: <br />35`.-4" <br />20'-6" <br />■ <br />I <br />I <br />2'-6" <br />BUILDER TO PROVIDE <br />; <br />O <br />; ; <br />I <br />:: <br />: <br />APPLIANCE PROTECTION <br />0'-0" <br />I <br />WHEN REQUIRED PER <br />I <br />4'-0" <br />12'-1" <br />__ <br />FBC <br />(2) #5 REBAR <br />/�W.H.�\ - <br />VERIFY LOCATION <br />VERTICALS w/ in <br />i <br />---------- <br />--- <br />— �1 <br />:_4 <br />— <br />— — <br />------ <br />�: <br />o— a <br />I — } <br />ELECTRICAL PANEL <br />+— — <br />—FILLED CELL-- <br />A VERIFY METER +H.133'-O" <br />S3 LOCATION WITH <br />TYP @ 1 STORY BUILD R <br />rU.N.O. 5 <br />6rOr6Or6„ 5886" 5r-7Ir 5" 6r48r ,T-1,r <br />Ir 6r Ir 6r <br />55'-10" 8'-6" <br />65-0" <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 />w a <br />cn a - <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />#5 CONTINUOUS <br />. <br />REINF. SEE FND. FOR <br />_ <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />� <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 />ed9 <br />+N <br />0 <br />Ulu <br />d[ <br />m rd <br />CD o `U <br />C <br />R V CMJ <br />m YC <br />cV .0 <br />N <br />� <br />d O (O <br />N Y <br />q] 47 <br />Q- wN <br />•� <br />C: <br />� t C <br />s <br />ti E <br />i <br />i <br />rr <br />�v , <br />•�.c±� <br />c9 <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 Florida Building <br />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 />M <br />a <br />o C')g <br />N <br />j CCO 00 U) <br />to <br />1? <br />N o <br />a) M V <br />. <br />u LL <br />J <br />J LL <br />d <br />V <br />L N Q <br />Zs <br />04 <br />O <br />Z <br />LLW <br />0 Zp <br />00 z <br />a J <br />N OU <br />°d 00 <br />U Cn <br />W <br />❑❑ <br />M <br />Z M <br />N O <br />�o <br />l o N <br />r <br />Q V <br />U) <br />V) <br />J <br />'7'` • <br />i- n <br />.� <br />U <br />O <br />N <br />a <br />J N <br />U � <br />J <br />— B <br />z¢.. <br />-r L <br />U O <br />_ m <br />0 <br />ti <br />w <br />z <br />r�L_ <br />03 <br />z® <br />E= t <br />wz <br />oa <br />FCor3t <br />p <br />0 <br />uo <br />c.0 ,n;. <br />ao <br />0 <br />a� <br />z <br />as <br />mo <br />a <br />2z <br />9 <br />oM <br />zz <br />12 <br />m <br />z <br />a <br />w <br />�O <br />M <br />v <br />zl< <br />h r <br />03 <br />�O <br />>C.0 <br />J <br />L J <br />rn <br />a <br />W <br />CID <br />0 <br />LO <br />Lo <br />Cr Y <br />«. <br />r <br />U <br />M_ <br />W <br />m <br />LO <br />r <br />� <br />Q� <br />O <br />- 04 <br />0) <br />o <br />O <br />t— <br />LIL (V <br />CO <br />LO <br />r <br />� <br />T <br />C.0 T <br />E <br />c <br />M <br />z <br />cc <br />Z <br />E O <br />0 <br />y <br />cc0 <br />11 <br />U J <br />a <br />Q <br />° <br />0 <br />C <br />C <br />c <br />J <br />JOB <br />NO: <br />23-00526 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />