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C <br />c <br />d <br />T-2" <br />1HB <br />5'-2" <br />59'-4" <br />6'-0" 3'-0" T-10" <br />A <br />S3 <br />4'-0" 1. T-10" 1. 4'-8" 1. 4' <br />1 <br />01 ■- <br />. .. ... .. . . . . . . . . . . . . . . . �� .. . . . . . . . . . <br />■ ■" -■ . ■ ■ ■ <br />. . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />CP <br />L �l 1 <br />{ j <br />I b <br />"v <br />3-1/2" MIN 2500 PSI CONC <br />\ 1 <br />SLAB OVER 6 MIL VISQUEEN <br />I <br />1 <br />VAPOR BARRIER : ■ <br />(3000 PSI CONIC, SLAB FOR <br />HERNANDO COUNTY ONLY) 0'-0" <br />\ 13' 5a CJ T-2" CJ { 1 CJ <br />CJ CJ <br />w <br />T <br />00 <br />co <br />1 •1 <br />� <br />__ <br />� �_-=...... 0....... <br />—J ............. ......... <br />--!7 = <br />CJ <br />---------y------ <br />....... <br />06 <br />TCJ CJ <br />T TK <br />1I{ <br />(2) #5 REBAR <br />I' <br />S3 <br />1 } / II : S3 VERTICALS w/ in <br />FILLED CELL <br />11g <br />23'-11" 2'-10" 4'-14' M <br />jl <br />2 6 <br />G SIN <br />o <br />1 fr <br />1 {I \ K I <br />o <br />r' <br />2'-6"x2'-6"x1'-0" <br />S3 CJ —---,_SINKw//DISP __ rr <br />I W/3-#5E.W. `1 rr—==�r-----m -I iv <br />D.W. ���� <br />1 <br />j jL S3 <br />'' KITCHE ISLAND <br />I II III II 1CHASE TO <br />■ : . L ........... LOW WALLS I L — — j tL= f J2 _ _ <br />_ _ _ ISLAND <br />----�— <br />------� :. <br />1 <br />--�— — — — A----_----_—� <br />CJ — — — — — J CJ CJ <br />EDGE OF SLAB2" <br />— — — — — _ BEYOND WALL o <br />�. -- <br />^--� CJ <br />Ln <br />G <br />:: <br />4'-0" <br />S3 <br />:: 1 4071,4 11 OPT. j I <br />5-4- 31-811 T-811 we <br />: : <br />4.- .. I:: -31/2' SLOPE? <br />1 1 3T-52' <br />1 21'-24" <br />�3 <br />32'-83 , <br />4'-8$" <br />#5 REBAR <br />in <br />o <br />LO <br />1/2" <br />I <br />I PROVIDE 1 y" RECESS <br />-< <.. VERTICALS w/ in <br />— J V <br />\ HVAC CHASE I t\ \ FILLED CELL <br />BASED ON <br />LOCATION <br />S3 <br />FOR SGD. REFER TO in <br />L TYP <br />I MASONS SLOPE FOR <br />WIDTH <br />INDICATES FILLED CELL w/ 3000 <br />......... L—. .■ Zlco■ ■ ■ ■ ■ <br />CJ CJ <br />STEPS AS <br />REQUIRED <br />I �0'-0" PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'-0" 2'-0.. 6'-0" V-10" 5-2" <br />1 19 <br />o <br />Eo <br />- <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./ PAVER TO BE 4" 3 1/2" SLOPE <br />BELOW FIN. FLR. <br />DOWELS 5" EMBED W/ 25" EXT. <br />_ <br />`r' PROVIDE %" x 9" <br />L" <br />ABOVE SLAB GRADE 40 STEEL" <br />— — — — RECESS FOR FRT. DOOR <br />■ . . . . . . . . . . . . . . . . . .� . . . . . .. . . <br />: . .�.. .. ■ . . . ■ - _ <br />I <br />q H.B.+ L <br />S3 S3 <br />3'-0" " <br />TYP 2'-6" x 2'-6" x 1'-0 <br />7' 15" 5'-23" W/ (3) #5'S E.W. <br />s s 6'-0" Z-9" 5'-2" 5'-1" 6'-4" 5'-0" '-0" <br />37'-8" 6'-0" 15'-0" <br />58'-8" <br />FOUNDATION PLAN MONO - ELEV-Al_ <br />SCALE: Y4"=V-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 z <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />,I� <br />, .',•` <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />�- •;, <br />U.N.O. <br />• <br />; <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 />0WN'�sp* <br />r h <br />a� <br />c-- —J (J7 <br />® <br />U1 <br />9i•• �, <br />�•'t a, saes <br />�eiu <br />,{�,� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Flodda Building Code - <br />Residential 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />of E <br />c� <br />Cog Co <br />N <br />o <br /># <br />�♦ <br />0 <br />y <br />= In W y <br />it ut, W <br />N <br />Qaj <br />U) r` r- ° <br />LL W a <br />a Y <br />--j <br />m LL LL <br />rL Of O <br />Z <br />r o <br />�, <br />yw,o <br />cu (V CO <br />af W <br />tY O J <br />�2pjO' <br />¢ c a <br />LML10W <br />Z <br />Lr,N 04 <br />cy)Mtn <br />a <br />0 <br />W <br />N M <br />o <br />O Q <br />� QQN <br />Q � <br />c N <br />t` <br />N <br />n1 <br />M <br />a <br />UI c <br />lV <br />� <br />4 <br />+-, c,3 <br />fC3 W <br />OLLj <br />�N <br />N <br />wa <br />C6 <br />v <br />Lu <br />L <br />v o <br />c u) ID <br />Op Y <br />N O. <br />�0 <br />o <br />¢ <br />w <br />z <br />M <br />c'� <br />J <br />w <br />a <br />Z <br />a <br />lA- <br />Q E <br />z o <br />oo <br />z a <br />aN <br />O <br />U <br />zo <br />oa <br />c <br />� <br />mo <br />XU <br />Oa <br />oo <br />UU <br />UO' <br />0 E <br />o <br />L <br />az <br />as <br />Q <br />az <br />�W <br />r6 <br />� C <br />O <br />=Y <br />m o <br />O <br />of <br />_ � <br />J <br />U <br />m <br />Q W <br />z <br />to <br />F <br />Zo <br />a <br />U <br />az <br />=3 <br />�o <br />o <br />co <br />w� <br />to <br />}° <br />a <br />v <br />c0 <br />0 <br />= <br />>Lo <br />J <br />rn <br />m <br />c� <br />L <br />� <br />o <br />M <br />' <br />U <br />r <br />> <br />O <br />0 <br />C <br />C <br />W <br />E <br />co T <br />= M <br />rn CNI <br />r <br />r <br />u) <br />E <br />r <br />co 'd <br />o <br />Z <br />C N <br />E O <br />Z <br />a <br />E <br />o <br />U -j <br />co <br />Q p <br />W <br />-j <br />JOB <br />NO : <br />21-5015 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />