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a— <br />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 />12'-0" <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 FOLINDATION-13 <br />SCALE: Ya"=1'-0" <br />CNJ <br />CNJ <br />Co <br />r- <br />o <br />0 <br />Cl- <br />> W <br />it G n O <br />C M Lj t•9 <br />m X <br />7 <br />y CLA- <br />cc <br />tn N <br />Q CN <br />C= <br />C E <br />�9 CS <br />L <br />cM <br />N <br />O <br />N <br />° <br />C'D • '� <br />No PE78750 <br />°� <br />TE OF <br />•.� <br />• e Al n <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 />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />. N <br />a o c8 °' <br />a N C�' <br />LL <br />0 N <br />7 N LL, <br />v7 <br />o <br />o- <br />N d <br />wa <br />Q <br />J U-C7 <br />Z <br />Z co <br />13� O <br />0 p <br />Coo <br />0 <br />7 .� CV - m Lu C <br />03 <br />W (/) I J r z <br />w <br />Lz N COZ UGH <br />IL <br />z O U ❑❑❑ <br />W <br />M <br />N c> <br />O O <br />co O <br />� N <br />z o � <br />Q <br />— <br />N <br />r) <br />U) <br />l <br />C7 <br />(10 W N <br />� <br />U — 2 <br />O'^ W S <br />! L~ N <br />IV <br />v I � <br />U <br />W <br />E <br />m 8 <br />I <br />c m <br />Q <br />�® <br />N rn <br />m <br />o <br />C.0 <br />J <br />z <br />w <br />M <br />M <br />J <br />0 <br />p <br />z <br />Z <br />6 <br />� <br />(6 <br />aN <br />Cl- 0 <br />oz <br />zp <br />O E <br />'0 <br />Qd' <br />a O <br />0 Z <br />d <br />L <br />wp <br />«� <br />Vi M <br />C <br />¢z <br />S Y <br />m0 <br />z <br />z <br />m C <br />J <br />m <br />¢� <br />Q Z <br />:z <br />q <br />z <br />aZ <br />L7 <br />T <br />�¢ <br />nW <br />W <br />O <br />m <br />¢O <br />- <br />O <br />Z <br />w <br />S <br />C7 <br />O= <br />>l< <br />M <br />v <br />z <br />d F <br />o 3 <br />N O <br />Orn <br />f0 <br />U' <br />^' <br />i <br />' ^' <br />� .► <br />CO co <br />^/ <br />CD <br />U) m <br />N <br />LO <br />O <br />M M <br />~ <br />O <br />-� d <br />LO <br />N <br />Q M N <br />t— <br />E <br />'^ cM <br />L/ <br />o <br />Z <br />z <br />7 N <br />E N 42) <br />C <br />03 <br />a <br />U Q p <br />JOB <br />NO: 23-00504 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />— - - i -- - <br />F _ 1� � �� -. a � .is_�s.r, i� i.rtra.�: rr, :��r-i� .�r.-� 1. i..� �,i -T� i-r- -T— - <br />