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i <br />J <br />i <br />m <br />LO <br />�1 <br />L <br />v <br />U <br />J <br />0 <br />-o <br />0 <br />I <br />N <br />i <br />m <br />I <br />rn <br />LO <br />LO <br />v <br />to <br />co <br />0 <br />ca <br />�I <br />0 <br />I <br />M <br />N <br />N <br />0 <br />/ <br />L0 <br />u7 <br />Cn <br />C <br />O <br />a <br />N <br />0 <br />v <br />a <br />Q <br />E <br />0 <br />Y <br />c <br />J <br />d <br />C <br />O <br />v <br />U <br />J <br />N <br />0 <br />0 <br />6 <br />d <br />K) <br />0 <br />L <br />0 <br />5i <br />0 <br />0 <br />z <br />0 <br />z <br />Q <br />J <br />m <br />0 <br />C <br />C <br />V <br />1'-9o" 3' <br />T-0" 01 <br />H.B. <br />5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />3'-10" 1, 6' <br />6'-0" T-10" 2'-1064' L, 5'-1164' <br />A $Y <br />5'-4" <br />Cl) <br />........................................ `_%�� :. <br />l <br />..... <br />.....:::._ _._ _._. .....,� <br />o_ <br />Ct <br />d <br />AC PAD -0" <br />\ <br />\ \ HVAC CHASE--=------- <br />I\� \ BASED ON <br />■ <br />\ LOCATION <br />\ 16'-0" <br />2. ga., 6'-10" . ' <br />:: r il} I <br />I ■ <br />01 <br />-3 1 /2" <br />DISID <br />} I <br />I <br />in <br />in <br />S3 \ r = <br />_ r(- -1 -l� - - <br />; : <br />:: C) <br />:: III <br />A N <br />o <br />S3 <br />\ <br />\ \ D.W. I III �� II 0 III <br />:: <br />T <br />I` I <br />S3 -1 <br />LO <br />�- — — <br />L - <br />\\ \ E--_-- <br />ill <br />-_ JL=_=_=_�1 CHASE TOISL6 D- - <br />- <br />II� I <br />I <br />TYP@ 1 <br />STORY U.N.O. <br />■ <br />\\ <br />PROVIDE 1 2" RECESS C L_____ <br />_ <br />�______J C J I II OPT. i' ' <br />-I- c� <br />CJ ' <br />CJ 1 <br />y{-• <br />■ <br />STEPS AS <br />REQUIRED <br />I FOR SGD. REFER TO \ <br />KITCHEN ISLAND III REF. j; ; <br />: <br />• • • • • • • • • • • • • • : • • <br />• • • • ; :: <br />_ <br />10 104" <br />_ <br />PER FIELD <br />MASON'S SLOPE FOR \ <br />LOW WALLS III I, : <br />CONDITIONS <br />I WIDTH \ <br />\ U <br />4,_0,. <br />I <br />\ \ <br />16'-10" <br />12'-10" <br />o <br />\ <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ <br />\� <br />— — — <br />— — .— — — — — <br />CONIC. GROUT FROM FT. TO BEAM <br />\ <br />....... <br />:::::: ' ::::::::.... <br />.... '..:... <br />. <br />' <br />I W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3bQb PSI CONC. 1 <br />TOP OF CONC./ PAVER TO BE <br />- <br />(2) #5 REBAR <br />TYP @ALL PLACES SHOWN <br />I <br />SLAB FOR HERIV�I�DO <br />0'-0" <br />■ 4'-8" <br />T-8" 4'-6" <br />0. <br />VERTICALS w/ in <br />4" BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY \ \ <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CONIC <br />PROVIDE %2' x 9 %Z' <br />— <br />SLOPE <br />STEEL" <br />SLAB OVER 6 MIL VISQUEh N\ <br />RECESS FOR FRT. POOR ih <br />M <br />I <br />L <br />VAPOR BARRIER \\ \ <br />2'-6"x2'-6"X1'-0" FT 'r' <br />I-4" <br />S3 <br />r <br />so <br />2,E 108" \� \ <br />9'-58" <br />W/ (3) #5 E.W. <br />-3 <br />�0 <br />\ \ <br />■ <br />_ - <br />\ \ . . . . . . . . . . . . . . . . . . <br />- <br />\ <br />T_ <br />I K <br />CC <br />(2) #5 REBAR <br />2-1 <br />co <br />rn <br />S3 <br />S3 <br />Ak <br />S3 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I <br />=� <br />ch AHU <br />I <br />I <br />FILLED CELL I <br />2'-6" x 2 6 x 1 0 <br />U.N.O. <br />3, 5. <br />7._1., <br />W/ (3) #5'S E.W. <br />�: �:-] <br />2'-6"x2'-6"X1'-0*TGT : �-,-` -- <br />F----Ir(2) <br />#5 REBAR <br />W/(3)#5E.W.-�==1- <br />L J <br />I I I <br />��-) } : <br />SLOPE <br />in <br />FILLED CELL <br />:. <br />I . <br />�� <br />' ' <br />I OPT. D 11 <br />I II <br />OPT. VW I : -3 1/2"VERTICALSw/ <br />(-_-�1. <br />:::::::::. <br />: -------= <br />-= <br />ih <br />6-3"1'-10" <br />Eh <br />N a� <br />■ - <br />— CJ <br />'CJ <br />— CJ <br />T <br />2 -74 <br />T-11" <br />1'_ <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />� <br />J <br />=n <br />N <br />V �t S3 T M24 1 <br />S3 <br />"2 <br />■' <br />2'-6" <br />BUILDER TO PROVIDE <br />O 0'-0" <br />APPLIANCE PROTECT <br />ON <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />FBC <br />(2) #5 REBAR <br />N <br />�\ <br />:: <br />�W.H.�� <br />= <br />VERIFY LOCATION <br />VETICALS / in <br />L-------._— <br />--- <br />�11 / <br />— — <br />1�-- <br />------� <br />i <br />—�iv <br />ELECTRICAL PANEL <br />----- <br />�— <br />FILLED CELL <br />------ <br />�..—� <br />60 <br />..�/r... <br />A <br />S3 <br />TYP @ 1 STORY <br />5'-75" 6'-43" U. N. 0. <br />1'-6" s a 6-0" <br />Mffm= <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />1'-4" <br />FOUNDATION PLAN - ELEV-Bl <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 />110- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />u ° "° <br />#5 CONTINUOUS <br />". <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />A <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />- - <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 />M <br />N <br />Ca <br />.r <br />C, <br />.s <br />s s¢c c car <br />r�- <br />�+ <br />� -ss cr .a <br />4P <br />c � <br />M <br />0 <br />N <br />N <br />O <br />_c <br />6 1 <br />;_0� r <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 />W <br />6d24R �p <br />Q <br />rill, <br />ad <br />O E <br />Op N U <br />N C o <br />o 0) � 'n <br />m',, <br />' 0 <br />Y coN <br />M <br />N n0 LL <br />d� a <br />Y In <br />s2, VZ <br />y <br />13 <br />M V <br />CU -Lw LL w <br />J w (1' <br />— o a <br />�e <br />� <br />L 0 <br />= <br />: i <br />W <br />`. z. <br />;, O <br />0 <br />Z Q <br />- M <br />1- <br />t Z <br />N - <br />O U U O <br />Gr r a <br />(D <br />Z N M <br />0 0 <br />N <br />z o � <br />CL <br />U) <br />�N <br />z <br />0 `o <br />LL <br />1 ' <br />T <br />w � <br />CC3 <br />0/1 <br />(/ ! <br />w o <br />�y N <br />usa <br />E <br />s �•. <br />\f O N <br />ti co N <br />m <br />0 <br />MID <br />o <br />z¢ <br />Z <br />w <br />z <br />Q <br />E <br />U <br />zo <br />�� <br />>M <br />zo <br />oa <br />H r6 <br />0o <br />o E <br />"0� <br />p � <br />dZ <br />¢ <br />o< <br />�z <br />wz <br />_� <br />�o.0 <br />d C <br />co J <br />�Qo° <br />p U <br />Z F <br />�z <br />¢� <br />W <br />cn 3 <br />a 3 <br />�o <br />0< <br />w� <br />go <br />az <br />ww <br />o <br />w <br />w� <br />'0 <br />i° <br />v <br />o�a <br />ar <br />cc) 3 <br />LO <br />rn <br />N <br />/�\ <br />CID <br />10 <br />T <br />U) <br />N <br />m <br />m <br />LO <br />T <br />Q <br />O <br />U) <br />�' N <br />C) <br />tca N <br />f <br />Q <br />M L <br />T <br />Z <br />E <br />M <br />o <br />Z <br />Z <br />E O <br />N <br />@ <br />C <br />co 0- <br />U -1 <br />Q p <br />3 <br />JOB <br />NO: <br />23-04911 <br />SCALE : <br />AS NOTED <br />SHEET NO, <br />6 <br />: T - F___� 1 „ , 1� . 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