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12'-0" 13'-0" <br />#5 CONTINUOUS <br />REINF. SEE FND. 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 />The reinf. bars shall be <br />Cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />WWF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1 /8" SAWCUT x 1 /4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <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 />MONOLITHIC FOUNDATION - ELEV-13 <br />SCALE: Ya"=1'-0" <br />en <br />N <br />G <br />0 <br />N r <br />a� 'a <br />O W <br />Q .s <br />G- �, ram, <br />co N <br />•O m 7G <br />N (p N t <br />N O N <br />rr 3 <br />/0 y N Sa <br />v 61 <br />C <br />�o <br />� <br />O <br />0 <br />N <br />1 <br />00 <br />O <br />17 <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 />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a <br />M ap Cy <br />g��0, <br />y -� <br />J J <br />N � <br />LL <br />04 Q LL <L S <br />u- ?C Z <br />LL <br />0 p <br />o O <br />e N m <br />W � CP <br />J <br />z <br />o O W <br />N Cl)Z y <br />LL <br />M <br />Z 0 V ❑❑❑ <br />W <br />Q � <br />rz <br />13 <br />z <br />•O <br />c <br />N <br />v N <br />' <br />v � <br />4 � <br />0 <br />N <br />o <br />a <br />w <br />co <br />i5 <br />M <br />� <br />z <br />d <br />r.L <br />Eo <br />z <br />ooa® <br />a <br />F� u <br />¢= <br />Wo <br />o <br />20 <br />�a <br />n <br />z <br />z <br />coo <br />d <br />�O <br />w� <br />4Z <br />Ww <br />N <br />a z <br />Z U <br />.0 <br />Z <br />z <br />m J <br />4 z <br />H <br />2 <br />Z p <br />JU <br />W <br />`?� <br />0 O <br />oz <br />w <br />?m <br />Z <br />O <br />w r <br />a <br />IIIIIIIIIII� <br />cn <br />zla <br />M <br />�C:) <br />C'M <br />J <br />O <br />c� <br />N <br />o <br />L0 <br />CD <br />N <br />Fes— <br />0 <br />LO <br />LL <br />cr) <br />O <br />0 <br />.� <br />m a <br />N <br />T- <br />N <br />Q M <br />�y) � <br />T <br />E <br />4 Q CD M <br />z <br />Z <br />EE () a`oi <br />a <br />U ¢ o <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />