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1 I . i i _ I I 1 7 1! I 1 I I i I I L. I _ III I I I I I -I I_ <br />C <br />c <br />d <br />A <br />H B 83 TYP @ 1 STORY <br />} U.N.O. <br />■ ■ ■ ■ <br />■ ■' <br />—`,-AT <br />-■ ■ ■ ■ = <br />■ ■ <br />17'-28" <br />.\ <br />2'_9„ 2'-8 -11 g„I I <br />LO <br />II IF <br />t I <br />it <br />CIL <br />\ <br />e _ <br />-il 1 <br />`-- <br />, <br />T <br />- <br />I <br />`"' <br />HVAC CHASE ` i <br />I <br />II II• <br />IL <br />'- `i <br />C 3-- - <br />j I <br />,� <br />I <br />IIL-11 <br />�IBASED <br />�t <br />cO <br />ON <br />I LOCATION <br />+ <br />III I <br />10'-10" <br />M <br />LO <br />CJ <br />H0 — CJ N <br />C' J CIJ <br />2'-6"x2-6"x 1'-0" <br />W/ (3) #5'S E.W. 17'-5Z' 1 <br />36'-61' 1 <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />F. <br />o> <br />F <br />I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OFCONC./PAVER TO BE4" <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />18 4'-8" MIL VISQUEEN VAPOR BARRIER <br />2'-6"x2-6"x1'-0" <br />W/ 3 #5'S E.W. PROVIDE Y2" x 9 Y2' <br />() RECESS FOR FRT. DOOR I <br />SLOPE <br />cv <br />-3 1 /2" <br />I 16' 11$" 8'-6j„ <br />-3 <br />1 /2" <br />co <br />J <br />- <br />ov <br />`D <br />S3 <br />M CJ I III III I. <br />S3 II D.W. III <br />■ <br />I <br />— <br />_ <br />9 <br />N <br />/�-�\ <br />I t <br />III III <br />11 L__ _j I :: <br />■ : ( I I re = � <br />N r �IIh-' <br />��W.H.�/ N <br />_ <br />K CC CC <br />1 I <br />S3 S3 S3 <br />e 2 -6' x2'-6"x 1' <br />0" <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y2' RECESS I I I11 I•. <br />FOR SGD. REFER TO I II JIII 3 <br />2''6 <br />I <br />o W/ (3) #5'SE.W. <br />- <br />T' <br />PER FIELD <br />_ <br />MASON'S SLOPE FOR I 1111(�IIIY I <br />I <br />77'-11 <br />M24 2 2 <br />CONDIITIIQNS <br />4'-0 <br />WIDTH I I I II JIII� <br />I L = = JIA <br />20'-6'1 <br />(2) #5 VERTICAL <br />BARS <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I I I <br />I I I I <br />LL_ <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I W/ (1) #5 REBAR VERT ABOVE SLAB <br />KITCHEN ISLAND <br />c^o <br />TYP @ALL PLACES SHOWN 1 <br />HOOKED FTG. DOWELS 5" EMBED <br />I LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE 1 <br />J <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />� STEEL" <br />CHASE TO I : ; <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />S3 <br />■. _ <br />-�I�_ISLAND <br />-� CJ <br />r <br />- t- CJ <br />in <br />:: I I : <br />60 <br />S3 <br />7 <br />LO <br />TYP @ 1 STORY <br />U.N.O. <br />`___.. rr •_ _Il_. y - _ �I <br />1/2" <br />SLOPE I <br />--� <br />I <br />U-01& <br />F = a - <br />I <br />-3 <br />A. <br />■ I <br />I OPT VV I OPT. D I <br />I L J I <br />8 <br />r` 4'-6" <br />1 <br />(2) #5 <br />VERTICAL <br />BARS <br />2'-6" x 2-6" x 1'-0" <br />VERIFY LOCATION W/ (3) #5'S E.W. <br />L-----------� <br />—-------� <br />r -- <br />FlEQMIQAL_P,6,Ua--+— ----J <br />4A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />3'-8" 315g Z_6$„ 6'-0" 6'-0" <br />VE IFY METER <br />LOCATION WITH <br />BUI DER <br />15' <br />4-- <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 />W <br />W J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />43 '. <br />5� } <br />is <br />. • •�= #5 CONTINUOUS <br />., . _•" RE <br />QU <br />#5 <br />BA <br />HO <br />INF. SEE FND. FOR <br />ANTITY <br />• ;; ,', "r ,�;r X 25" X 25" CORNER <br />• : _ R ONE FOR EA. <br />RIZ. REBAR, TYP. <br />U.N.O. <br />• • r ,, • ; **Al <br />The <br />ternate: <br />L.v n L <br />.� ' • reinf. bars shall be <br />con <br />t. 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 />C <br />c <br />N <br />o <br />c � o <br />c� <br />m x <br />y =W.. a <br />N L <br />N y O <br />.S d <br />G <br />W <br />U 3 w <br />d <br />� u <br />P <br />d A >. <br />7 d fl p <br />G >~ <br />c0 O <br />t3- v <br />n <br />LA <br />'.n <br />Ar <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. 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 />N <br />0 <br />d) N <br />YI <br />0 N 0 - 9b LLJ. <br />41 C) tf J <br />Q <br />C J LL W <br />�LLLL a. <br />Z <br />cc � d Y <br />C o <br />LL= <br />M U.1 <br />MzJ0 <br />Z <br />O U <br />W <br />L) N <br />❑ ❑ <br />z <br />N <br />v1CD <br />CD <br />U <br />� <br />O <br />W S <br />C N <br />,N <br />v J <br />w <br />I� <br />c <br />Q Y <br />N m <br />Sm <br />r~ <br />M <br />'^ � <br />w <br />z <br />_j <br />cl <br />E <br />O <br />oo <br />s <br />�R <br />H n7 <br />— <br />& <br />o <br />$ <br />O D <br />C14K <br />~off <br />4 i <br />a <br />a <br />yN <br />ro <br />r <br />r <br />n <br />QLL <br />z <br />F <br />'aw <br />CT;0 <br />xy <br />O <br />C1 <br />k'I <br />OQ <br />d? <br />T O <br />J <br />> Lrn <br />LO <br />LO <br />< <br />c� <br />Ln <br />Co <br />� <br />M <br />N <br />Y <br />� <br />T <br />0 <br />M <br />m <br />L� <br />O <br />0„ <br />N <br />� <br />Lf) <br />U') <br />T <br />LO <br />6 <br />Ecc <br />z <br />Z <br />E Mcc <br />m <br />d <br />E <br />O <br />() J <br />v v <br />Q Q <br />C <br />J <br />JOB <br />NO: <br />22-06473 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />i <br />