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v+ <br />3 <br />a <br />r <br />v <br />r <br />crr <br />0 <br />co <br />O <br />O <br />J <br />-d- <br />0 <br />I <br />N <br />rn <br />uO <br />ID <br />v <br />0 <br />Q <br />co <br />Lo <br />J <br />0 <br />I <br />V <br />0 <br />Q <br />Cn <br />i <br />Q <br />N <br />O <br />a <br />E <br />a <br />E <br />v <br />`v <br />9 <br />i <br />t7 <br />E2 <br />-tom+ <br />0 <br />c <br />U <br />I <br />U <br />N <br />CL <br />O <br />U <br />J <br />N <br />0 <br />O <br />0 <br />w <br />a� <br />0 <br />0 <br />a <br />N <br />O <br />0 <br />0 <br />a <br />m <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 />65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1'-98' 3'_�.. 5'-0" 5'-0" 5'-10" 3'-10" 6' 0" 6'-0" 3'-10" 2-1064 5'-11sa,, 5'-0" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN <br />3' 0" w <br />U 0- <br />H.B. TYP @ 1 STORY 53 <br />t U.N.O. <br />i <br />\ <br />a <br />AC PAD <br />\ \ HVAC CHASE <br />\ <br />\� \ BASED ON <br />I \ <br />■ • <br />LOCATION <br />M <br />\ 16-0" <br />2,_94,. <br />1. <br />6'-10" . ' ..... <br />I <br />:: <br />:: � \ r III I i <br />I � ■ <br />— <br />-31 <br />L <br />M \ \ \ <br />SINK / DISP <br />{ <br />S3 <br />M <br />rn <br />S3 \� \ r( <br />Jr(—���� J <br />:: o <br />:: 11? <br />��� <br />A N <br />o <br />\ \ I I D.W. I II > > II <br />\� \ IILO <br />I�_JI-- ll <br />\ \ I L___JL====J <br />iE _ — _ — — _ — _ _ CHASE <br />TO ISL��VD _ — <br />l <br />:: <br />r <br />:: <br />I{ <br />::::. ��� I ? <br />\ 1 <br />(I� / I <br />I <br />S3 <br />TYP 1 <br />@ <br />T <br />v <br />■ <br />PROVIDE 1 Y2' RECESS \ C' L — <br />_ — _ _ _ J <br />— — — — — <br />CJ I II OPT I, : <br />C3 <br />CJ • <br />CJ—}? <br />■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />\— <br />FOR SGD. REFER TO <br />I \\ <br />—KITCHEN ISLAND <br />KI <br />III REF. <br />PER FIELD <br />\ <br />MASON'S SLOPE FOR \ \ <br />LOW WALLS <br />III I" <br />: <br />o <br />CONDITIONS <br />I WIDTH \ <br />\ <br />\ <br />UL -• ; - _j. <br />4'-0" <br />I <br />\ <br />16'-10" <br />2'- 10 <br />1" <br />o <br />.— — — — — —J <br />\ \ <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />\� <br />d <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />::::::::::::::::::...::::::::::::: <br />::::::::::: <br />::::::: <br />..................... <br />• <br />W/ (1) #5 REBAR VERT ABOVE SLAB I <br />3-1/2" MIN 3a0aPSl CONC. <br />I <br />O <br />TOP OF CONC./ PAVER TO BE <br />:.■ <br />■ ■ ■ <br />■ ° <br />4'-0" <br />4'-4" 4'-6" <br />(2) #5 REBAR <br />TYP @ALL PLACES SHOWN SLAB FOR HERiVfa(DO 0'-0" <br />VERTICALS w/ in <br />HOOKED FTG. DOWELS 5" EMBED <br />COUNTY ONLY \ \ <br />\ \ <br />4" BELOW FIN. FLR. <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI CON <br />PROVIDE Y2" x 9 Y2" <br />-� <br />CD <br />STEEL" <br />SLAB OVER 6 MIL VISQUE�N <br />RECESS FOR FRT. POOR I? <br />'I SLOPE <br />I <br />L <br />� <br />BARRIER � \ <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG <br />M <br />o <br />- <br />25'-10$" <br />\ \ <br />9'-5" <br />W/ (3) #5 E.W. <br />414rr <br />\ \ <br />CA <br />I <br />— <br />— — <br />\ \ . . . . . . . . <br />��— <br />. . . . <br />. . . . . <br />.■ <br />� <br />O <br />o <br />K <br />— <br />CC <br />I <br />0� — <br />(2) #5 REBAR <br />J� <br />ca <br />S3 <br />A.S3 <br />83 <br />VERTICALS w/ in <br />TYP @ 1 STORY <br />I <br />i <br />AHU <br />I <br />I <br />FILLED CELL I <br />2'-6" x 2'-6" x V-0" <br />U.N.O. <br />I <br />CN <br />• <br />r <br />3-5" <br />7-1 " <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" FTG <br />(2) #5 REBAR <br />S3 <br />SLOPE <br />VERTICALS <br />FILLED CEL <br />-100 <br />.::..... <br />I OPT. D II <br />OPT. VV <br />-3 1/2 <br />..........win <br />: �. <br />co <br />5'-3" 1'-10, T-6" <br />ri <br />I` <br />l <br />T.• <br />■ <br />— CJ <br />CJ <br />— CJ <br />I <br />q <br />�o <br />FM <br />' 2'-7a" <br />T-11" <br />1'-I (' : <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />J <br />0100 <br />' <br />13 N <br />M24 <br />S3 <br />M <br />I: <br />35r•-4" <br />20'-6" <br />■ <br />I <br />I <br />BUILDER TO PROVIDE <br />: <br />O0'-0" <br />; ; <br />:: <br />: <br />2-6" <br />APPLIANCE PROTECTION <br />I <br />WHEN REQUIRED PER <br />4'-O" <br />12'-1" <br />_ _ <br />FBC <br />(2) #5 REBAR <br />W.H.\ <br />- <br />VERIFY LOCATION <br />VERTICALS w/ in <br />L_----------I— <br />--- <br />-:y/--1�-- <br />/// \\ . ; <br />------�- <br />: <br />I { C° <br />—�--N <br />ELECTRICAL PANEL <br />i-- <br />FILLED CELL <br />------ <br />r r> <br />r <br />r, <br />r <br />r r r r <br />r r r r <br />■. <br />:r �r <br />�r <br />�r <br />�r <br />�r <br />■ <br />■ <br />■ <br />■ <br />1'-6" L 5,_78r, <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-48" 6-0r' <br />n <br />U-0" <br />55-10" <br />65-0" <br />—Tl= <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />6-0" <br />15'-0" <br />7-1 <br />H.B31_011 <br />FOUNDATION PLAN MONO - ELEV-Al <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 />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 />N <br />cm <br />co+ <br />00 <br />C I ' o <br />Fm d • <br />t <br />O t o <br />a� M <br />ccc-N <br />= <br />am K <br />N M O <br />N- d a <br />Q N X <br />d <br />en y d -M <br />d c0 T <br />v V7 <br />C 1= <br />CID tj <br />� ca <br />`�?'~ <br />`''i �k •, <br />Eta/qc Y��'ap. <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 po bons of the drawing pages bearing <br />Engineer's signature and seal. <br />NN <br />W E <br />0 <br />aco <br />1�C o <br />WV _ o <br />0 �' 00 0 N ° <br />Co <br />n <br />7 n y <br />0).L'R N <br />N m 'T 22 <br />N J <br />L a <br />Q J Lu <br />l <br />0 <br />Z <br />I �`to_ <br />y o <br />0 N <br />W ��6j6 m <br />w <br />O <br />Z M Z H <br />LW <br />�p N <br />OU U o <br />Z <br />❑ I] <br />Fol <br />z N M <br />0 <br />z � N <br />z � � <br />�1 <br />J <br />CL � <br />N <br />N z <br />n' lR G <br />W1l lJ O <br />T Cn <br />W <br />� m <br />V <br />w o <br />U)c <br />N - <br />V <br />tlss <br />rJ <br />J <br />E <br />L <br />allW <br />U o <br />C U) o <br />O <br />®® <br />N Ol <br />o <br />C.0 <br />J <br />w <br />Cy') <br />o <br />a <br />J <br />L.L <br />E <br />z o <br />� <br />> N <br />Q� <br />E <br />� <br />w= <br />z® <br />Oa <br />� <br />t— C <br />EU <br />X V <br />¢a <br />UO <br />pU <br />E <br />ao <br />O� <br />az <br />Cl) <br />Nm <br />U) <br />�� <br />�z <br />zz <br />� <br />2 <br />o< <br />zZ <br />go <br />W 0 <br />a <br />�z <br />Cz <br />Q0 <br />�3 <br />=0 <br />o <br />w, <br />>° <br />CO <br />V <br />z ¢T00 <br />a <br />3 <br />N O <br />i <br />L J <br />' ^ <br />CA <br />co <br />Q/-�l <br />co <br />C� <br />/'' <br />CL. <br />nWL1 <br />O <br />O <br />Y <br />Y <br />T <br />l <br />U) m <br />N'^ <br />m <br />L i <br />T <br />L <br />Occ N <br />0 <br />-0 0 N <br />C) <br />cy) <br />00 <br />LO <br />r <br />C.0 oo <br />CM <br />o <br />Z <br />m <br />Z <br />O E N <br />E N <br />� <br />c <br />m <br />a <br />E <br />U Q p <br />JOB <br />NO: 22-09411 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />.ti <br />