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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 />E- � 3 <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.'•' <br />:, <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />%T <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 />SCALE: 3/4" = 1'-0" <br />25'-0" <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <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 />Cr <br />Q <br />N <br />Cr <br />O <br />r <br />T <br />FOUNDATION PLAN-B <br />SCALE: Ya"=1'-0" <br />e+7 <br />o <br />cva <br />v <br />C <br />>_ r <br />m" o <br />cn <br />m <br />c co c C� <br />-o m x <br />c LL- <br />t <br />N � O <br />e cv Y <br />ar v ..-• cC <br />� 3 0 <br />� 3 <br />a � •� T <br />C <br />r4 O <br />i1 �+ <br />0 <br />r.. <br />,�y�,1Y�1iSlt <br />w <br />,ago <br />P <br />-z r 7% 4UK' <br />pq <br />OFESslot". <br />ti> <br />To the best 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Q <br />F <br />� <br />Vti <br />C <br />N CO N <br />00 N N ar0 <br />n 46 <br />N <br />Q <br />cNn v 'k w <br />C J 2s2 �W <br />J LLu' S w 4. <br />Z <br />—v a <br />Ta c � <br />@o <br />W <br />02T <br />LL <br />m w <br />N z ¢ J <br />N O U �d c> <br />W <br />❑❑ <br />Z N cgn <br />lavoll <br />Q <br />C-� <br />N <br />V)_ <br />ch <br />z <br />C9 0 <br />' l <br />It <br />T <br />Cn <br />W W <br />U <br />O^ <br />W s <br />U <br />W J <br />W g <br />S .t-. <br />C U) <br />a 0 <br />z <br />N <br />M <br />co <br />y ¢ <br />z <br />Ll- <br />E <br />(] <br />Z <br />20 <br />OLL <br />� <br />g <br />> N <br />Q l�V <br />z <br />❑a <br />U <br />O <br />00 <br />Oa <br />Z.. <br />N ro <br />ao <br />¢o <br />wz <br />Lt.. <br />z <br />mE <br />O <br />zZ, <br />J <br />a <br />sz <br />N <br />Q> > <br />Z <br /><m <br />N <br />g o <br />az <br />mz <br />ap <br />oFF <br />J <br />� <br />CDW <br />O <br />j= <br />X? <br />;o <br />d <br />v <br />`0 <br />0 3 <br />2 O <br />i <br />Ltdcc <br />O <br />cc <br />0 <br />L <br />, A <br />lf) <br />co <br />(n s <br />N <br />m <br />LO <br />CD <br />C7 N <br />0) <br />Cfl O <br />LO <br />r <br />Q <br />� -- <br />CD <br />r <br />S <br />E <br />L^ <br />M N <br />o <br />Z <br />Z <br />j �1J <br />E O <br />uj f <br />m <br />m <br />E <br />4iC <br />c <br />JOB <br />NO: <br />22-12355 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />