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3,-)„ 1 ;),-n„ <br />♦ <br />-a <br />p <br />b. <br />- <br />, - <br />♦' p ♦- ► ♦' <br />a � "iv. N _ r ♦� <br />-IV . <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 />LuIZ <br />LU <br />(0 <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-A <br />SCALE: Ya"=1'-0" <br />CV <br />o ` <br />N \\ <br />00 o 1 <br />c W <br />C2 t <br />N d C? <br />N � <br />E C <br />0, O <br />M <br />W N Lr <br />up <br />NC <br />A <br />i ac ' .a <br />aeE <br />e0 O <br />p• u <br />Q <br />N <br />1 <br />N <br />��lA <br />L E Vvj-GEN <br />�• <br />id Q F' r, 0 <br />r <br />i� STD,- ... OF :ri M <br />-,FCC){•.,•,�.: •,s;- <br />•f, • �` <br />C1 F:•J <br />1 <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 />W <br />�. E S N <br />Q O N 8 4 °° <br />O� <br />N � C 8 � 9p <br />J <br />Lo :3 U') y LL <br />I <br />0) <br />a gJii d Y <br />LL ZZ <br />c O j <br />L O <br />0 <br />' <br />m g <br />W <br />w <br />z <br />N M Q <br />z o� oaa <br />z <br />W <br />U " <br />z N <br />z <br />g � <br />a <br />J T <br />� N <br />- N <br />N z 4Cz <br />--J <br />V W W <br />U 8 <br />N <br />' <br />_ � 8 <br />•� <br />U <br />• <br />� <br />w <br />��'Lzq <br />2 <br />CC <br />g E <br />O <br />O <br />V <br />H <br />F� <br />U <br />�� <br />UO <br />7 U <br />�4 <br />z <br />c D <br />q z <br />W Z <br />I- <br />L <br />¢g <br />�� <br />? <br />Q <br />UY <br />N <br />�0 <br />o <br />z <br />O <br />os <br />�o <br />U <br />W <br />a Z <br />J <br />U p <br />M <br />it <br />UU 3: <br />M <br />d' <br />c� <br />N <br />L <br />r <br />CO lO <br />O <br />CV <br />LO <br />.-. <br />065 <br />N <br />+-� o <br />O " <br />� <br />Y <br />m 04 <br />0) <br />N <br />o <br />T <br />r <br />z <br />�a <br />= O <br />E <br />C <br />a <br />v ¢ o <br />JOB <br />NO: 23-00507 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />