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an <br />3 <br />a <br />rn <br />0 <br />cnCr <br />0 <br />.o <br />0 <br />J <br />O <br />I <br />rn <br />LO <br />v <br />IV- <br />0 <br />a <br />a <br />0 <br />0 <br />M <br />N <br />O <br />I <br />In <br />v <br />cCr <br />0 <br />.a <br />a <br />rn <br />C <br />Q <br />N <br />0 <br />a <br />N <br />E <br />O <br />U <br />v <br />c <br />J <br />N <br />ti <br />O <br />U <br />v <br />c <br />O <br />vl <br />N <br />U <br />d <br />.o <br />U <br />d <br />y <br />I <br />v <br />Y <br />C <br />O <br />O <br />J <br />tZ <br />N <br />N <br />a <br />0 <br />a <br />CV <br />cV <br />O <br />Cn <br />N <br />N <br />ci <br />0 <br />Q <br />m <br />0 <br />c <br />C <br />65'-0" <br />5'4" 1' 98ff L 3'-28' 5'-0" 5'-0" 5'-10" T-10" 6'-0" _ 6'-0" T-10" 1. 2'-1064" , 5'-1164 5'-0" 5'4" <br />A <br />H.B. TYP @ 1 STORY S3 <br />I U.N.O. <br />T <br />o0�1 <br />:} I <br />ci <br />I I�J_1 <br />o <br />\ \ 16'-0" 2'-94 6-10".' <br />01_0' I ■ <br />r 3 1 /2" <br />L } I <br />\ \ <br />0 <br />SINK / DISP <br />I <br />rF——— Ir�� I <br />��II <br />� <br />A <br />o <br />L <br />S3 <br />\ D.W. I 0 II 0 I <br />\\ II III II I ;' •������-' <br />Cl)L <br />6 ��I <br />SN <br />T <br />L_ — — <br />I I L---��L_JL_�� -- 1- ____ <br />\ \ _ _ CHASE TO ISL�ND— _ <br />\� �� _--- _----_�— -- <br />}i� I <br />\ II <br />@ 1 <br />STORY U.N.O. <br />STORY <br />.: <br />— —I — — TII4 — — — — — — — <br />■ I II <br />r <br />— — — — — <br />STEPS AS <br />REQUIRED <br />I PROVIDE 1 Y" RECESS \ \ CJ L — — — — — — — — — — — — CJ OPT. I: - CJ CJ ; <br />FOR SGD. REFER TO \ \ III REF. 1; ; <br />" ' <br />CJ1I I ■ <br />. • .. 1.. <br />" <br />PER FIELD <br />MASON'S SLOPE FOR \ KITCHEN ISLAND 111 1' :: <br />' <br />CONDITIONS <br />I WIDTH \I� \ LOW WALLS ul <br />`r <br />4'_0" <br />.'. <br />I \ \ 16'-10" <br />12-10" <br />0 <br />INDICATES FILLED CELL w/ 3000 PSI \� \ <br />\ <br />• • <br />J <br />_f <br />CONC. GROUT FROM FT.' BEAM \ <br />\ \ <br />— — — — —•— — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />......... <br />TYP @ ALL PLACES SHOWN I \ \ <br />TOP OFCONC./PAVER T BE4" <br />■ <br />■ ■ ■ <br />■ 4'-0" <br />4'4' <br />4'-6" <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED \ \ 0'-0° <br />VERTICALS w/ in <br />\ \ HVAC CHASE BELOW FIN. FLR. <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 BASED <br />\ \� ON <br />I STEEL ' <br />SLOPE <br />FILLED CELL <br />PROVIDE Y2' x 9 Y2 <br />LOCATION <br />\ \ I RECESS FOR FRT. POOR ih <br />I <br />L <br />o <br />\ <br />\ 2'-6"x2'-6"X1'-O" FTG 'j' <br />( _4 <br />S3 <br />T <br />_ <br />\ <br />25'-1047" \ \ 9f 581" W/ 3 #5 E.W. <br />128 \ \ T ( ) <br />I <br />4'-4" <br />d <br />00 <br />\ \ <br />... ..--_----- <br />— — — — — I — — �I\ — — — <br />o <br />I CJ CJ <br />' \ <br />TS3 <br />#5 REBAR <br />7in <br />00 <br />TYP @ 1 STORY S3 <br />I CC <br />(2) <br />U.N.O. <br />S3 <br />VERTICALS w <br />rM AHU I <br />FILLED CELL <br />`% ' I 2'-6"x2'-6"X1'-O" FTG N _ I : r 3'-5" <br />W/ (3) #5 E.W. : [ _ _ _ _ �� F- <br />7'-1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #SS E.W. <br />G ='�,• n-----IF--- _ -3 1/2" <br />I <br />r`xa <br />(2)#5REBAR <br />S3 L J <br />SLOPES <br />*- <br />M <br />VERTICALS w/ in <br />FILLED CELL <br />I I + <br />I OPT. D 11 IOPT. VV I: <br />ETC <br />I <br />MI <br />1 <br />5'-3" 1'-10" 3'-6" 11 `, 1 I. <br />.II o <br />■ — CJ CJ <br />o <br />I <br />3-1/2" MIN 3000 PSI CONC. 1 I ' 2'-7a', ' ' it T-10" 1'-I'E EDGE OF SLAB 2" I <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />I I <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC =N : ' K <br />�_^ <br />S3 <br />`r' <br />SLAB OVER 6 MIL VISQUEEN I I S3 <br />VAPOR BARRIER I ' cf <br />35'4' 20'-6" <br />-11 <br />' <br />■ <br />BUILDER TO PROVIDE <br />0'-0" <br />:. <br />APPLIANCE PROTECTION <br />(2) #5 REBAR <br />WHEN REQUIRED PER <br />FB <br />VERTICALS Win <br />4'-0" <br />12'-1" <br />, <br />FILLED CELL <br />FO <br />_ <br />l�W`H`�� <br />VERIFY LOCATION <br />� � i � . • : • <br />----------+- <br />--- <br />—;��-- /�----------�' <br />I —t--ELECTRICAL <br />PANEL <br />+--- <br />-------� <br />- <br />f f f f f f f f: <br />f <br />:f <br />■ <br />f f f f <br />f f f :f a f f f f f r. f :f f f f r a f f a f f f f :f f f f f■ <br />■ <br />■ ■ <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />s <br />N-Iffil <br />VERIFY METER <br />LOCA ION WITH <br />BUILD R <br />6'-0' <br />H.B. <br />T-O" <br />15'-0" <br />7'-1$" <br />41 <br />Rff Rf_�ff <br />FOUNDATION PLAN MONO - ELEV-Al_ <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. I�FOUNDATION PLAN <br />•a w Z <br />W <br />W d <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />.' <br />;�: <br />#5 X 25" X 25" CORNER <br />;' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />'�.. <br />U.N.O. <br />**Alternate: <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 />(D C O <br />�_. H.• <br />C� <br />co <br />r.; <br />< <br />r f,l <br />4 <br />Q� <br />v, O O <br />•= <br />0 <br />®W`. <br />CV <br />O <br />N <br />M <br />CV <br />s(; <br />4 <br />Yyy <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />a <br />CD <br />�E <br />-�8 N� <br />j6 <br />0 <br />ON Co 1 (O LL <br />c0 N 3t LL W <br />ei <br />7 <br />In t` t` LL W n <br />a <br />a <br />�Mv YYn <br />JU_ � a UWj 5 <br />Z <br />rm� 0 Mo <br />o O <br />W <br />U) ¢Qd <br />Z <br />ILWoo❑ <br />00 O J LL <br />N M Z W cn O <br />U J U) <br />Z <br />0(.) <br />U <br />o� <br />z o a <br />d <br />J <br />N <br />z a <br />(6 <br />W <br />V <br />O <br />W o <br />Ly N <br />) <br />U <br />W J <br />�— — E <br />— t 8 <br />el <br />I <br />° <br />N <br />14 <br />O <br />w <br />Mm <br />co <br />J <br />¢ <br />o <br />z <br />a <br />< <br />44of <br />LL- <br />a E <br />z0 <br />I- @ <br />O E <br />Nwz <br />x0 <br />�Q❑ <br />d p <br />❑0 <br />❑ <br />0i <br />L <br />¢o <br />�w <br />4% <br />rp <br />- N <br />-w U <br />NO <br />m� <br />O <br />O � <br />z <br />zZz <br />a'w <br />cn <br />cn 3 <br />o0 <br />g o <br />¢ <br />a Z <br />O <br />O Z1 <br />J <br />¢ <br />xr <br />WO <br />O <br />OV <br />w <br />0 <br />2 = <br />�3 <br />> LO <br />J <br />L <br />N <br />�\ <br />^< <br />F— <br />L <br />T <br />L <br />O <br />O <br />� <br />O <br />Y <br />Y <br />r <br />U <br />o <br />co <br />C:) <br />� <br />T <br />� <br />N <br />LO <br />Q <br />N <br />,- <br />T <br />M <br />ui <br /><Eo <br />=3 T— <br />N <br />nl <br />o <br />Z <br />Z <br />E C:) <br />E <br />d <br />U -j <br />Q p <br />JOB <br />NO: <br />22-02393 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />