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3 <br />LO <br />rn <br />v <br />o- <br />0 <br />Q <br />N <br />0 <br />0 <br />J <br />M <br />cG <br />0 <br />I <br />i <br />_ <br />rr <br />Q <br />rn <br />L0 <br />L0 <br />v <br />Cr <br />0 <br />0 <br />J <br />M <br />C <br />I <br />N <br />/ <br />M <br />N <br />L0 <br />O <br />LO <br />/ <br />X) <br />v <br />O <br />c <br />C, <br />3 <br />U <br />Q <br />N <br />C� <br />v <br />a <br />E <br />O <br />_ <br />v <br />c <br />J <br />C <br />0 <br />0 <br />0 <br />J <br />N <br />t7 <br />N <br />O <br />r\ <br />0 <br />0 <br />a <br />N <br />0 <br />L8 <br />ci <br />0 <br />d <br />0 <br />Z <br />Q <br />z <br />W <br />W <br />Q <br />Q <br />m <br />v <br />G <br />c <br />a <br />V-6" 5'- <br />u <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />ME <br />VERIF METER <br />LOCATION WITH <br />BUILD R <br />15'-0" <br />t H.B. <br />-T: <br />VERIFY LOCATION711 <br />; I-- <br />2 <br />12 <br />i <br />�..� <br />ELECTRICAL PANEL <br />VERTICALS w/n4'-0"' <br />BUILDER TO PROVIDE <br />FILLED CELL I <br />0'_01. <br />; ; <br />1 <br />: ; <br />I • ' <br />2'-6" <br />APPLIANCE PROTECTION <br />■ <br />I <br />; ; <br />; ; <br />I : ; <br />WHEN REQUIRED PER <br />FBC <br />35" <br />20'-6" <br />K o <br />I <br />J <br />� <br />I T <br />I; S3 r <br />S3 <br />CV <br />2'-74 <br />4'-9" <br />4'-10" <br />I 'CJ' <br />' ' <br />I <br />EDGE OF SLAB 2" <br />o <br />■ <br />I CJ <br />; ; <br />; <br />; <br />BEYOND WALL CJ <br />- - - - <br />- - <br />4 <br />5' 3" 1'-10" 3'-6" <br />II <br />T <br />A------- <br />: f.:................. <br />- ----------- <br />u <br />(2) #5 REBAR <br />I <br />I (- I I <br />1 I <br />— <br />`r <br />" -It <br />VERTICALS w/ in <br />VERTICALS <br />I <br />I OPT. VVI I I OPT, <br />D 1/2" <br />I <br />ih <br />CELL <br />• <br />I <br />2'-6"x2'-6"1'-0" FTG G <br />W/ (3) #5 E.W. <br />I•: r 1 <br />�X_._ J ; <br />I L-11 <br />J � - - - - J IL - - - <br />-3 <br />- <br />I <br />3'-5" <br />SLOPE <br />(2) #5 REBAR <br />2-6" x 2'-6" x 1'-0" <br />N <br />AHU <br />/ In I <br />VETICALCC <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />I <br />I <br />FILLED CESL <br />U.N.O. A <br />S3 <br />ici <br />K <br />I <br />- <br />� <br />CJ <br />I <br />_ <br />/ <br />-� <br />-10a�..2 <br />za <br />� ... ... <br />s� ' <br />95zia, <br />-.. <br />- - - '- '- '- — <br />■■ 4'-4" <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />3-1/2" MIN 3000 PSI CONIC./ <br />�r <br />S3 <br />co <br />in <br />INDICATES FILLED CELL w/ 3000 PSI <br />SLAB FOR HERNANDO / / <br />PROVIDE Y2" x 9 Y2" <br />SLOPE I <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />COUNTY ONLY / i / <br />RECESS FOR FRT.POOR <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />3-1/2" MIN 2500 PSk66NC <br />TOP OF CONC./ PAVER 0 BE <br />4'-0" I <br />4'-4" It 4'-6" <br />1 <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />SLAB OVER 6 IV (,VISQUEEN <br />0'-0" <br />4" BELOW FIN. FLR. <br />■ ` <br />.....:: " : ■ <br />IN <br />HOOKED FTG. DOWELS 5" EMBED I <br />VAPOR BAF /EA <br />I ..::::: <br />. <br />............ <br />' <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />// <br />: .: <br />: ::... : <br />.:::: : : : ::::::::. <br />. <br />.............IN .......... . <br />STEEL" <br />-----,----- <br />4'-0" <br />16'-10" <br />12'-10" <br />o <br />STEPS AS <br />// <br />I <br />/ i <br />�t <br />REQUIRED <br />PER FIELD <br />I / / <br />/ / KITCHEN ISLAND <br />/ / <br />I i LOW WALLS <br />nr--i;, <br />III I• • <br />III <br />.... .................. <br />iCj:. <br />10'-104' ; <br />; <br />I <br />CONDITIONS <br />- <br />I:: <br />�j-j <br />C <br />CJ REF. <br />-L-CJ <br />CJAV_ <br />■ <br />PROVIDE 1 %" RECESS �// �E <br />- <br />==- �_ -------- -'- --- L' <br />- - = - - = CHASE TO ISLAND <br />; ; <br />I ; <br />7 �lI <br />it " <br />TYP @ 1 <br />/ L <br />FOR SGD. REFER TO / <br />r <br />�� III <br />/ t <br />I <br />STORY U.N.O. <br />1v <br />OP <br />L <br />S3 <br />I I <br />MASON'S SLOPE FOR I I <br />WIDTH <br />Ilr I <br />D.W. 1111 II r-) III <br />:: <br />o=� <br />:• <br />11 <br />t <br />:: Ilj <br />oP <br />A `' <br />LO <br />0 <br />- <br />v <br />I <br />M LL_—_--jL�JLJJ-- <br />1 <br />S3 <br />S3 <br />SINK / DISP <br />; : <br />{ t <br />Cl) <br />' I <br />31/2" <br />_ <br />/ �/ <br />I i/ 6-" <br />2'-9-4. <br />6-10• <br />1 <br />r {t <br />0'-0' I <br />IN <br />■' / / 1 •I .. i <br />�HVACCHASE-------� <br />t{ I <br />.. `� III o <br />t <br />M <br />o <br />i/ BASED ON <br />LOCATION <br />M <br />J. <br />—. <br />.. .. <br />.. <br />' <br />e : r e r r r r <br />r r r r <br />r r r r r `:. <br />•. <br />■ <br />:. <br />...�>/-`: <br />■ « <br />.. ■ <br />» ■ <br />■. ■. <br />■. <br />■ <br />I <br />H.B+ <br />5'-4" <br />1'-9$" L 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2-1064 �. 5'-1164" <br />in <br />5'-4" <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 />--�-)LF z <br />w <br />cn a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />FOUNDATION PLAN - ELEV-Al <br />#5 CONTINUOUS <br />REINF. SEE FIND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />' <br />The reinf. bars shall be <br />cont. around corner by cold <br />vv v,. •r r ar <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />C1%j <br />c <br />o <br />C%jcwz <br />c <br />g <br />w <br />a <br />- ao <br />o <br />� <br />c m 11 CIS <br />y o <br />N � <br />y-* d <br />W fl <br />C <br />wsr <br />' E c <br />3 co <br />c <br />y S •� <br />c E <br />m v <br />a � <br />w <br />rr <br />`A <br />rn <br />U <br />�33 <br />S:%IO� <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 <br />7th Edition. Engineer's 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 />H <br />a <br />CDm g <br />E�" <br />0 <br />N N 0,- <br />coo N <br />ao y <br />r' <br />4f. rs <br />a <br />NU LL w <br />o <br />z <br />_j <br />a <br />o <br />"-' <br />Ca O <br />W <br />:3 <br />0-1 <br />e5w <br />y <br />i. <br />Go <br />J <br />LLU) N Z Q F <br />fIL <br />M,Z <br />M 0 <br />V v Cn <br />'." :: W <br />❑❑ <br />M V <br />z o g N M <br />o <br />Z m N <br />z <br />13 <br />d N <br />r <br />M <br />z <br />�N <br />0 <br />(� <br />� v <br />w w <br />0 <br />�NR <br />,,, o <br />Y <br />ri <br />0" <br />(V <br />s— <br />o- <br />U o z <br />C CD <br />va0 0 <br />N m <br />O <br />M <br />0,i <br />W <br />ZZZ <br />Q <br />__ <br />o p <br />E V <br />co0. <br />- <br />oo <br />Q� <br />?e <br />oa <br />o <br />o E <br />Co <br />L <br />T <br />z <br />w 0 <br />°a <br />z <br />K W <br />-QvJ <br />�� <br />m N <br />J <br /><om� <br />m <br />aw <br />� <br />� <br />¢°" <br />ofo <br />�z <br />m <br />� <br />0< <br />z <br />w <br />Tr <br />o <br />wa <br />�0 <br />a <br />v <br />oQ <br />0 3 <br />O <br />N <br />> 0 <br />'^ <br />L , LO <br />CD <br />N <br />M <br />/1 <br />N <br />0 <br />o <br />d- <br />J <br />o <br />LO <br />r <br />Q <br />� <br />O <br />IL M <br />04 <br />M <br />I <br />O <br />O <br />T-M <br />04 <br />(� <br />LO <br />Q <br />r <br />r <br />LO Lr) <br />E <br />c N <br />C0 <br />6 <br />Z <br />Z <br />E r <br />N <br />cc <br />o <br />U _j <br />Q p <br />JOB <br />NO: <br />23-06139 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />