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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 />'' •• <br />25'.0" <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />"N i • ; t1 p rr <br />#5 CONTINUOUS <br />POISONING <br />VWVF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />• ; r. • :' ! <br />REINF. SEE FND. FOR <br />11_$11 10'-0" 13'-4° <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />. ,'; ';' ' . w' <br />,�' <br />QUANTITY <br />OR FIBERMESH <br />SHOWN ON <br />- ` '' ' <br />#5 X 25" X 25" CORNER <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />- • - • • - -'_ <br />BAR ONE FOR EA. <br />11_4" 7-4" 1'-4" <br />- ,� <br />HORIZ. REBAR, TYP.It <br />J- <br />2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" <br />w Z <br />;y 1. ;' <br />U.N.O. <br />L <br />Uj <br />r ., ry •� <br />•, r r •: . <br />"Alternate: <br />W 5 s E.W. W 5's E.W. <br />> •` 7 7 't ' <br />• . <br />The reinf, bars shall be <br />P. <br />• <br />cont. around corner by cold <br />bending the bar w/ min. <br />er <br />_ _ _ _ _ _ _ _ _ _ _ <br />S3 <br />bar lap of 25". <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />1 <br />1 <br />I <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />O <br />1 <br />PLUMBING LINE O <br />SECOND FLOOR- <br />FOUNDATION PLAN —A <br />SCALE: Y4"=1'-0" <br />C%j <br />N\ co <br />rR GI <br />,r = U- ci <br />•N y N .0 <br />N Ly O 10 <br />4...NY <br />d <br />a E s c <br />d C' <br />ea <br />c <br />m o <br />p <br />. ;,)4tISi7PP�lif,� <br />v <br />gip, 0 <br />o the beat of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />H <br />M <br />N N <br />0 ,.PI.. <br />VM tgNO� 6J1. <br />ayMsf J WL <br />LL <br />J LLL <br />Z 0) 0. �S <br />CS103 <br />1CI <br />W N & 0 <br />I, g <br />I , m <br />z 20 L 1J- <br />r- Z d ~ <br />IL <br />N <br />13 <br />OU <br />= <br />W Ep <br />0 <br />z <br />a $ <br />n_ <br />N <br />-- <br />f7 <br />N <br />Z�hh m <br />W V <br />` V U,W <br />� <br />{� <br />0 <br />= N <br />® <br />_ <br />x <br />c ig <br />a <br />S0 <br />o <br />M <br />p <br />z <br />Zd <br />LJL <br />E E <br />zo <br />'x--oa <br />s <br />rN <br />a <br />a O <br />E C) <br />LL <br />�� <br />z® <br />oa <br />1--- r0 <br />f <br />U o <br />o¢ <br />Z�� <br />LL <br />r <br />a O <br />qb <br />Z <br />rZJ <br />03 <br />� <br />a z <br />ax <br />m pO <br />z <br />p <br />n <br />W <br />T <br />� <br />a� <br />N <br />m <br />Cl <br />r <br />F <br />0 <br />c O <br />Lo <br />�O <br />V <br />rn <br />N <br />N <br />W <br />L <br />Co LO <br />CM <br />0 <br />N <br />Ln <br />Q <br />CT <br />N <br />a <br />m <br />N <br />~ <br />0 <br />U') <br />,+; <br />O x <br />r-1. <br />� <br />m <br />0 <br />� <br />Lo <br />O <br />Q N N <br />r <br />E <br />c (D <br />z° <br />cc <br />Z <br />co <br />M <br />E L <br />cc <br />a <br />U J < <br />J <br />JOB <br />NO: 23-00515 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />