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3 <br />m <br />00 <br />N <br />0 <br />0 <br />0 <br />cc <br />i <br />JT' <br />m <br />00 <br />N <br />LO <br />Cr <br />LO <br />N <br />i <br />LO <br />C <br />Cr <br />Q <br />Y <br />3 <br />Q <br />0 <br />O <br />a <br />E <br />m <br />E <br />x <br />v <br />c <br />m <br />N <br />ti <br />V <br />vl <br />3 <br />.o <br />a <br />i <br />a <br />c <br />O <br />O <br />0 <br />J <br />N <br />rZ <br />N <br />N <br />0 <br />O <br />CL <br />N <br />C14 <br />O <br />N <br />N <br />S <br />Q <br />r <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 <br />1/8" SAWCUTx 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 />W <br />,U <br />56-6" L <br />■ ■ ■- -■ <br />..■ ■ ■ <br />----------+-.�.T------.'.�.�. �. —.�. <br />.!... <br />...!...........!...........■ <br />C Py <br />L � <br />in; <br />— <br />_— _ 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />I HERNANDO COUNTY ONLY 1 �r00 <br />00 <br />:: 23'-3$" <br />I <br />■ <br />I I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />MIL VISQUEEN VAPOR BARRIER Uk <br />o <br />0 <br />HVAC CHASE - <br />BASED ON C;° <br />:: <br />LOCATION�0'-0" <br />I : <br />■• I `—___ —__�_ -- I II D.W. II <br />Cl) <br />4'-0" <br />tI _ffi= j' CD iv ITV �JI <br />— — — — CJ — — — — CJCJ AHU <br />I CJ I <br />_ <br />ih <br />II II — _ _ _`_ _ <br />■ I I ILL .JJ z _ — S� <br />_ STUB UP TO <br />.. 2ND FLOOR <br />= _ <br />KITCHEN I I1 z CHASE TO — + _� _ , <br />PROVIDE 1 Y2' RECESS ISLAND LOW I ISLAND 1T <br />;.; FOR A/C { — J ■ <br />; ' I <br />N <br />■ . _ _ <br />_— _ _ — } I <br />FOR SGD. REFER TO WALLS L------------ ------ - —�`�� <br />_ _ ..... <br />I ■ ■ <br />r <br />MASON'S SLOPE FOR <br />0'-0' <br />( ; 4 <br />I WIDTH 1 U-42' 2'-34" <br />3 � 9�_98, ■ <br />- <br />= <br />I SLOPE <br />�4„ <br />M 2'-6" x 2'-6" x 1'-0" <br />S3 W/ (3) #5's E.W. <br />L <br />S3 <br />q <br />q' <br />I <br />TOP OF CONC./ PAVER TO BE 4° <br />BELOW FIN. FLR. <br />co <br />in <br />I <br />27'-2f" 7, 71.. <br />19' 21' <br />S3 <br />I I <br />PROVIDE Y2' x 9 Y2" <br />/8":1'-0' <br />Cl) <br />SLOPE <br />RECESS FOR FRT. DOOR <br />�.r7r <br />"rj <br />cv <br />CJ —CJ <br />I <br />---� <br />--- -- <br />-- -- -- <br />2'-6" x 2'-6" x 1'-0" 1 <br />■ <br />N <br />O <br />( <br />I W/ (3) #5's E.W. <br />o <br />INDICATES FILLED CELL w/ 3000 PSI G <br />CONC. GROUT FROM FT. TO BEAM W/ 1 S3 - <br />(1) #5 REBAR VERT ABOVE SLAB TYP ( <br />I <br />S3 I • • <br />( <br />CC <br />S3 <br />W/O UPLIFT <br />(2) #5 REBAR <br />VERTICALS w/ in <br />T <br />' @ ALL PLACES SHOWN HOOKED FTG. . . <br />DOWELS 5" EMBED W/ 25" EXT. : ' I (— — <br />FILLED CELL <br />"GRADE } j %�� \ OPT _ <br />00 <br />I oo <br />ABOVE SLAB 40 STEEL" i I u <br />i } W <br />� <br />PLUMBING LINE <br />oo <br />Cn <br />A <br />S3 <br />L-— — <br />I N I + <br />_ <br />I _ <br />TO SECOND <br />FLOOR <br />PE <br />PE SLO <br />TYP @ 1 <br />I / I OPT. DI <br />: I 1 III ice:: <br />II <br />L <br />J II <br />-3 1 /2" <br />STORY <br />I } L J L <br />04 <br />15-64 4' 5a <br />I <br />!n <br />C? <br />0 <br />I <br />00 <br />2 STORY <br />21'-22" <br />I 15'-74' <br />6-32' <br />:- <br />. <br />10'-0" I <br />f <br />::::::: : <br />}I r= I=_=====1-{ . <br />I <br />(2) #5 REBAR <br />C,,) <br />} <br />I <br />I I <br />I <br />:: <br />.` <br />WHVERIFY LOC <br />Eq ELECTRICAL <br />TION <br />ANEL <br />VERTICALS w/ in <br />FILLED CELL <br />_ <br />— <br />— — — — <br />IN <br />1■ <br />■ ■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />A TYP @ 1 <br />S3 STORY <br />2'-6" x 2'-6" x 1'-0" <br />J TYP @ 2 VE <br />S6 STORY LOCATION <br />— <br />IFY METER <br />WITH <br />W/ (3) #5's E.W. <br />BUILDER <br />V-8" 5' 58 6-6$" 6'-0" 6'-0" 1'4' 4'-E <br />1-STORY 40 2 - STORY <br />27-0" FOOTING FOOTING <br />I <br />4: 1-1.133'_0" <br />4'-0" I. 4'-0" L 4'-4" <br />FOUNDATION PLAN - ELEV-B1 <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• •� . �' :; #5 CONTINUOUS <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 />"Alternate: <br />4 <br />The reinf. bars shall be <br />���; ;'; ; �: • ��; : �'��; : '�� <br />C ont. around corner by cold <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR <br />DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />> >y <br />off® <br />a <br />0.� N <br />0a- <br />v 40 <br />.a <br />4_ d <br />C <br />"!.. %= <br />Mlw 05 ®, <br />:w:3.,-5� c C� <br />) A T <br />LG G <br />7 <br />c E <br />`O <br />�a- <br />ROW <br />.,b <br />�® <br />w <br />eQ <br />FLO <br />w` <br />� r.0 <br />� <br />r�� � E•S S i O M �1ti�`� <br />'r�l,rr�s4�11a4F�11�§� <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />i» <br />o Eb <br />p <br />IH' <br />V Ow C N <br />0 O N <br />7 ui 0# <br />04 r <br />m � LL <br />Q J LL W <br />LL <br />J d <br />—ern Lu <br />Z13 <br />L a 0 <br />i '@ N co 0 <br />W �C`pj <br />0 m w <br />Z L N Q <br />LLLW <br />Z N OU L) <br />❑❑ <br />z N M <br />0 0 <br />z � N <br />M <br />� z <br />C9 0 <br />LL. <br />Cn <br />° <br />'�'�• <br />V � <br />O— <br />w $ <br />c <br />tosly <br />U � <br />W J <br />8 <br />= t <br />x1r <br />U o <br />c v, <br />Q N O. <br />o <br />w <br />M <br />w <br />O <br />Z <br />W <br />O <br />E <br />Z� <br />w0 <br />Zo <br />4N <br />Z 0 <br />� d <br />— <br />ao <br />�o <br />0 <br />oQ <br />E <br />D <br />O � <br />L <br />azo <br />aZ <br />�w <br />o <br />z <br />oY <br />m i <br />o <br />oz <br />z <br />m <br />Q W <br />3 <br />z <br />no <br />W <br />3 <br />a <br />�O <br />.z <br />3 <br />�'0 <br />CDa <br />N, <br />� <br />2 <br />o' <br />0 <br />O 2 <br />TU3 <br />J� <br />` <br />> Lo <br />J <br />LOrn <br />.--•.LO <br />< <br />0 <br />a <br />N <br />co <br />0 <br />r <br />L.n <br />''� <br />C <br />t— <br />U <br />U s <br />N <br />M <br />C° <br />U ) <br />fn <br />CU LL CV <br />0) <br />00 <br />-� N_ O <br />Ln <br />00 <br />Q L0 �_ <br />T <br />E <br />cn <br />c <br />c h N <br />z <br />Z <br />E O <br />d <br />Nca <br />E <br />U J Q Q <br />O <br />J <br />JOB <br />NO: 22-12367 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />ri i i I - i - -i i -- - -I -- - - _. 1 11111 1 1 11 1 1 IG i I I N -i.. l91111, 1 a it _ - 1- I. - 1. 1 - 1-1I T1 <br />