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c <br />d <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x 1'-( <br />W/ (3) #5'S E.W. <br />H.B.+ <br />t <br />` .-+— <br />C? <br />♦ <br />---------� <br />--- <br />------I— — , <br />N <br />N <br />♦I <br />I <br />in <br />♦ <br />` <br />♦ 23'-68' <br />I <br />1'-1 3. <br />♦ <br />,I <br />, <br />r — — — — <br />I rm� i <br />I <br />(2) #5 VERTICAL <br />■, <br />BARS <br />O'-0.Z <br />OPT. D I QPT. VJ1 j <br />TYP @ 1 STORY <br />=_— <br />�-TT ^� <br />31/2" <br />SLOP I <br />iv <br />U.N.O. <br />T <br />= <br />to <br />in <br />A <br />io <br />r <br />II <br />II <br />- <br />F- <br />S3 <br />+ CJ <br />I I I • <br />I I I <br />+ CJ I <br />O <br />io <br />80 <br />r <br />— �-- <br />— — --T-- <br />— — — <br />— <br />■ I INDICATES FILLED CELL w/ 3000 PSI <br />I CHASE TO <br />BUILDER TO PROVIDE I <br />T <br />CONC. GROUT FROM FT. TO BEAM <br />' <br />I I ISLAND • • • , <br />I I <br />APPLIANCE PROTECTION J I <br />Cl) <br />W/ 1 #5 REBAR VERT ABOVE SLAB <br />() I <br />ALL <br />I I KITCHEN ISLAND <br />I I WALLS <br />K <br />S3 <br />WHEN REQUIRED PER FBC ITYPS3 <br />I <br />HOOKED FTG DOWELS 5" EMBED <br />_ — _LOW <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />EDGE OF SLAB 2"I44'-0" <br />I <br />rI <br />BEYOND WALL <br />STEEL"25'-6" <br />I I ; : <br />20'-6' <br />x w <br />I I (- �Ilo <br />N <br />STEPS AS <br />REQUIRED <br />I I <br />` <br />I I III L_ J� 3 I <br />7 -42" <br />T-12" <br />(2) #5 VERTICAL <br />BARS <br />x^ <br />' <br />Cl) <br />PER FIELD <br />I I r �IIY <br />I I III III—, <br />( <br />= <br />N <br />CONDITIONS <br />PROVIDE 1 y" RECESS n <br />FOR SGD. REFER TO I Ir I I I I I=L �J�I <br />■' I MASON'S SLOPE FOR I ' • <br />`1 <br />W.H.\ •• <br />� <br />K CC <br />S3 S3 <br />I CC <br />S3 <br />io <br />r _ _ <br />I I I III <br />WIDTH III <br />III D.W. <br />I <br />I <br />L <br />CJ I IIII <br />III\�_� <br />= — — <br />_ <br />_ <br />I <br />N <br />= <br />■ <br />16•-11 " 8'-63' <br />- <br />31/2" <br />SLOPE <br />-3 1/2" <br />I <br />--� <br />N <br />I <br />7'-1$' 4--8" I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />2'-6'x2-6"xV-0" <br />W/ (3} #5'S E.W. PROVIDE Y2" x 9" I <br />- <br />i;, <br />L iv <br />— — <br />I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />S3 <br />■: I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN, FLR. <br />T-8" <br />4' <br />G I <br />i <br />_ <br />_ <br />Is3 , ........:: ........... . ...... <br />.................:,:... . <br />I!. <br />JII JI..l.l..I.1.J1 <br />I <br />, <br />17 -5$' <br />36,_6j„ <br />TYP @ 1 <br />2'-6" xQ-6"x1'-O" I <br />I <br />( <br />STORY U.N.O. <br />r <br />I W/ (3) #5'S E.W. <br />Ci <br />Ci <br />� I — <br />� <br />I <br />I. '■ <br />10'-10$" <br />■: <br />. <br />' I HVAC CHASE <br />i.0 <br />o <br />BASED ON <br />I LOCATIONS <br />:.'.' . '. '. '. '.: -- ] r. — _ =r . - <br />11" 5�jh <br />I <br />c i <br />r <br />' <br />11 I ♦■ <br />I\ <br />II17_2a" <br />e2'-9' ' 2%1�IICfL <br />\ <br />II: io <br />J} } _ <br />^� II <br />, <br />M <br />to <br />I <br />J <br />_.L r <br />fV <br />� j <br />1 I I I <br />I <br />47i <br />I JIIl r J lllll JJJII JJJr IIllll Jl rJJ ll Jr <br />fllJ <br />J!! <br />•ll �n-!i!'IIJIIIJlII II�T%f /I rrJ IIlI JJ rr1! <br />„%%%% \\,\\,\ ,\\••',,,\„►\4\,\\„4-�,\,,,\, „Y <br />,\V \„\,\\,\h,,,♦ <br />2' <br />TYP @ 1 STORY <br />U.N.O. <br />FOUNDATION PLAN MONO - ELEV-B1 <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 />LU <br />Cl) a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />i reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />a <br />a <br />0 <br />N <br />l'Vj(Cj ,���Ii N <br />•`�• yo j �750 .* <br />A <br />• • • % <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 />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0) <br />W <br />0 <br />E g m <br />rp� <br />O N 8 ie <br />= <br />Lo' <br />J <br />w og�LL <br />O <br />j—aD N oc LL W <br />fnm <br />to <br />V� WLLW a SY� <br />J LL LL a SO <br />= <br />t m°qJ' 0 �S <br />_ <br />•�Nc_O tY O <br />WA�pjO' <br />IL L <br />a a a <br />a <br />7• <br />Go j <br />� CN MZ iry0 <br />U U (1) <br />ZO <br />W <br />_j <br />❑ ❑ ❑ <br />Z N <br />z C, <br />z <br />J <br />1 . <br />Z v <br />Ut S <br />LL <br />� <br />U <br />N <br />W W <br />p <br />O <br />W S <br />� <br />c <br />f0 <br />�- <br />U <br />2 <br />y <br />c <br />OD <br />Q N <br />— <br />OD <br />M <br />w <br />E <br />55 <br />o� <br />� <br />zp <br />E O <br />t� <br />Wj <br />G <br />� V <br />oa <br />W� <br />DCL <br />S E <br />N <br /><= <br />o <br />WZ <br />¢� <br />ram-. L <br />ads <br />mo <br />_ <br />- � <br />N O <br />zz <br />T 2 <br />z <br />Jc`ti'� <br />zN <br />91 <br />ow <br />o <br />Z2 <br />a O <br />W <br />,z � <br />U <br />LL <br />J <br />o <br />�o <br />o3 <br />0 <br />c O <br />= <br />O <br />rn <br />m <br />co <br />C7 <br />L <br />Q`� <br />0) <br />Cal <br />J <br />r <br />• � <br />,c <br />N <br />2 <br />C m <br />U <br />Cfl <br />~ <br />+, <br />Z NLo <br />d' <br />of <br />r <br />� <br />td p <br />2 N <br />r <br />2 ai <br />M <br />T- <br />r <br />E <br />w <br />N <br />M <br />y <br />Z <br />= <br />O <br />E <br />w <br />M <br />a <br />0 -1 <br />Q o <br />JOB <br />NO: <br />21-4277 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />