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3 <br />m <br />t2 <br />LO <br />•n <br />rrN� <br />O <br />d <br />A <br />H.B+ S3 TYP @ 1 STORY <br />' I U.N.O. <br />AC PAD <br />■ ■ ■ ■ <br />♦ • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • '• • • <br />(----------- <br />• <br />■ ■ • <br />'•� 1 J �'. <br />11 �\ <br />- ■ ■ ■ ■ I r <br />• • • • <br />-- <br />■ ■ <br />• • • • • <br />---� <br />\ / •T ...:— <br />� <br />� / ♦ � r =•-� =- -r <br />• 1 I I I <br />• <br />Ir �I• • <br />� �_=====J I <br />I <br />17'-2 „ <br />-118"II 1 i <br />II � <br />N <br />LO <br />2,-9„ 2,_g„ <br />II II•: t` <br />I � �I <br />C/ <br />I <br />I\ \ <br />' <br />B I <br />100 <br />0 -0 <br />HVAC CHASE r <br />1L _J I <br />: '.'. ' :::.' : —C�' <br />{ f <br />I i''� j)) <br />1\l <br />I <br />` <br />o <br />`7 <br />'D <br />BASED ON <br />LOCATION <br />111 <br />10'-1 Og" <br />`� <br />T <br />■' <br />... <br />I <br />' <br />o <br />I <br />CJ <br />......... <br />U —CJ N <br />CJ —CJ <br />2'-6"x2-6"x1'-9' <br />M <br />W/ (3) #5'S E.W. 17-58" <br />36-6" <br />I <br />TYP @ 1 <br />■ : � <br />:::: <br />I <br />:::::. . • ::::::::::: <br />' ; '. <br />::::I : , <br />STORY U.N.O. <br />— — — — — :: 0,_0„ <br />F. <br />:: <br />60 <br />in <br />( <br />- <br />S3 <br />I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONCJ PAVER TO BE 4- <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN, FLR. <br />8„ 4 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />2'-6"x2-6"x1'-0" PROVIDE Y2" x 9 Y2" <br />I <br />-3 1 /2" <br />-8" MIL VISQUEEN VAPOR BARRIER <br />I 16'-118" ' <br />I <br />W/ (3) #5'S E.W. <br />I RECESS FOR FRT. DOOR I <br />SLOPE <br />S3 <br />iv <br />N <br />I <br />8 -6 <br />— — — f-•- — — — -j <br />-31 <br />/2" <br />R <br />is <br />in <br />S3 <br />_ <br />- _-�►— - _ <br />- - - -CJ <br />— — — — <br />---r ' ■ <br />�? <br />o <br />� <br />�-�� <br />I <br />I <br />M I I I III <br />S3 II D.W. IN I <br />■ <br />— <br />— <br />� N <br />III <br />■ . I III - - - -rM I ' : <br />I <br />\,W.H.; <br />K CC CC <br />S3 S3 I S3 ( <br />2,_s„�,�"x1, <br />„ <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 y2' RECESS ,�IN <br />I FOR SGD. REFER TO I I IN L J JN�; I : <br />2,-6" <br />I <br />o W/ (3) #5'S <br />W. <br />- <br />M2 7' 7'-12" <br />�(2) <br />PER FIELD <br />CONDJT�QNS <br />MASONS SLOPE FOR I I I r 1� �lZ <br />WIDTH 1 11111 <br />#5 VERTICAL <br />I LL =JAI"' <br />BARS <br />i INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I _ I <br />I �11---KITCHEN <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />W/ (1) #5 REBAR VERT ABOVE SLABLG <br />I <br />: I TYP @ALL PLACES SHOWN <br />I <br />ISLAND <br />I I LOW WALLS <br />K <br />BUILDER TO PROVIDE I I <br />J <br />CV)HOOKED <br />FTG. DOWELS 5" EMBED <br />I <br />I I <br />S3 <br />APPLIANCE PROTECTION <br />S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />■ :. ( STEEL" <br />I I CHASE TO <br />I I ISLAND- <br />WHEN REQUIRED PER FBC <br />_ - - - <br />- - <br />_ <br />-t- CJ <br />t CJ <br />_Q <br />I I <br />80 <br />TYP @ 1 STORY <br />U.N.O. <br />`r° <br />I <br />I <br />-q_ <br />SLR <br />0'-0,& <br />F=39 <br />-31/2" <br />' I <br />I OPT W I OPT. D I: <br />I <br />■' <br />21'-Oa" <br />IL JI <br />L - - - J I : <br />I <br />(2) #5 <br />4'-6" <br />1 <br />VERTICAL <br />I <br />BARS <br />N <br />2'-6" x 2'-6" x V 0" <br />VERIFY LOCATION W/ (3) #TS E.W. I <br />L------------I- <br />--- <br />FLECIRIQAL_ANEUr <br />L—+- ----� <br />o <br />---------� <br />■ .......•.■....... ■ ... ■........ <br />■ ■ <br />■ <br />■ <br />■ <br />S3 TYP @ 1 STORY <br />U.N.O. <br />BU <br />IFY METER <br />ATION WITH <br />4'-1 <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 />VWVF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />e Lu <br />Lu <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />, : .�#5 <br />CONTINUOUS <br />,; ; .:• '•_ <br />REINF. SEE FND. FOR <br />" <br />QUANTITY <br />•' ' <br />#5 X 25" X 25" CORNER <br />' •' <br />�• <br />BAR ONE FOR EA. <br />' • •. <br />HORIZ. REBAR, TYP. <br />• <br />U.N.O. <br />• •, •, • • <br />""Alternate: <br />' <br />The reinf. bars shall be <br />• ►. • •. • •. • •. • • • •. <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 />N <br />N <br />N <br />N <br />� <br />W <br />� W <br />Cn <br />c <br />C cz <br />c+; <br />= cc Cj C-4 <br />- <br />m <br />N Co l�0 <br />Q ✓� N Y <br />6i <br />1= c <br />cc N d w <br />N`d <br />A <br />i <br />.,�<<ii a:illl'1/led• �f,. <br />4M a/ <br />ffl+t,ll�i. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speaflcatlons contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residents[ <br />7th Edilion. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />o � <br />- <br />N Op� <br />,p uRi <br />cV ODD <br />MG <br />N rZ <br />'S LL <br />M <br />(Cp W <br />J LL U. C <br />Lu <br />Z <br />0 <br />_ V CD13 <br />W <br />8' WNm <br />co °' m <br />W <br />Z <br />IL <br />w <br />0 <br />� z° d <br />N -� <br />OU U h <br />Z <br />W <br />00 <br />0 N <br />z N � <br />Z �pp <br />v <br />J <br />QrL <br />N <br />- N <br />z <br />LU <br />W <br />0 <br />Ln <br />w <br />■i <br />C) <br />c <br />• <br />o <br />�W <br />Z <br />Cl)--o <br />LL <br />E <br />E 0 <br /><_ <br />Z <br />_ <br />`_ <br />,Z <br />L <br />yy U <br />6❑ <br />K <br />mf <br />N <br />- C <br />U <br />Nm <br />g& <br />z <br />Q! <br />J <br />QW <br />t%i <br />< WZ <br />o <br />Z <br />ao <br />W <br />a� <br />WNW <br />OMilli <br />Oa= <br />E <br />o0 3 <br />�Lo <br />J <br />Ln <br />LO <br />rn <br />C� <br />Q <br />j <br />M <br />O <br />Y <br />Im <br />°° <br />LO <br />¢I <br />0 <br />04 <br />N <br />o <br />71, N <br />Ln <br />LO <br />L <br />r <br />M <br />N <br />z <br />E T <br />y <br />B d <br />= <br />a <br />Q o <br />JOB <br />NO: <br />22-06465 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />