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#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 />Z. <br />' <br />4! <br />12'-0" 13'-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 />STEMWALL FOUNDATION - ELEV-B <br />SCALE: Y4'=1'-0" <br />e+� <br />N <br />0 <br />N <br />C" <br />cV C <br />0 <br />d > <br />C5 <br />o <br />r= <br /><a <br />EL <br />c w v `-I <br />� IU <br />•N -,a CV � <br />Q N X <br />ro <br />N d N -t5 <br />7 .n <br />= <br />y <br />c E <br />o< o <br />M <br />O <br />N <br />1 <br />.. <br />r� <br />-i. <br />°; <br />•.. ;, <br />tj <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedtications 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 <br />signature and seal. <br />N <br />W Q EE S a <br />8 N 00 <br />N G C <br />Lo <br />3 � y V LL <br />W rAnr�32 u- W <br />w o o_ w <br />�cnv W a <br />U. n' <br />�, rp LA. 0 z <br />07 <br />0 <br />0 <br />o S <br />Z <br />0 0 0 <br />9 z -a N r0 M J <br />W 2r-'' < Q <br />W rn ° <br />0J Z <br />W <br />Z go � N 2 4 0U 2 <br />M <br />IL <br />w N 0 N F <br />Vz O:% ❑❑❑ <br />W <br />0 <br />Z 8S <br />Z P <br />a- <br />n ¢_ <br />N <br />I <br />UV) <br />0 <br />(� w <br />°FJ <br />Ow <br />N <br />LU <br />U <br />�■ A <br />�0 <br />ri <br />o <br />� <br />0 <br />z <br />W <br />—� <br />N <br />z <br />S� <br />0 <br />E u <br />r� r6 <br />ki <br />Z® <br />ou <br />W 3 <br />U <br />c <br />dao <br />OY <br />�0 <br />g <br />z <br />J <br />as <br />8 <br />o <br />z <br />W <br />JRt <br />>M <br />O <br />120 <br />O <br />� <br />ICU � <br />N o <br />LM <br />Q <br />Cr 0 <br />N <br />O , <br />m <br />N <br />�-- <br />o <br />U') <br />L <br />m o <br />N <br />Q c) c� <br />� <br />T <br />v <br />CC) ce) <br />3 <br />c <br />Z <br />z <br />E M <br />Ali <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />