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\ ° =_ ° " k4 <br />#5 CONTINUOUS <br />a• <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' ° •�°�' '�° `} <br />BAR ONE FOR EA. <br />`' <br />• ° v s' _ _ ' <br />HORIZ. REBAR, TYP. <br />w <br />e� a b.U.N.O. <br />e - °- • - <br />° 9 0. °� <br />"Alternate: <br />°•0 O O \° l n a <br />A' °A <br />The reinf. bars shall be <br />e - e - e • •- t . ° - e <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 />WIZ <br />W <br />U:) <br />CONTROL JOINT DETAIL- <br />0 <br />W <br />—1 <br />0 <br />Z <br />2'-6" x 2'-6" x <br />1'-0" w/ (3) <br />#5's E.W. <br />13'-0" 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 FOUNDATION - ELEV-A.. <br />a+o <br />N <br />0 <br />N <br />tV <br />o <br />O> Uj <br />t�•' <br />i <br />ci G O <br />M <br />f-.� N <br />E <br />,-aurae <br />N O <br />�E <br />cc <br />Cc <br />•°f w d <br />� E <br />�a <br />ati <br />0 <br />d <br />N <br />CO <br />N <br />_.,i <br />iC <br />,�4•�. <br />,`f, • <br />`\`, `^`tea <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 <br />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 signature and seal. <br />g <br />E <br />8 <br />O <br />Ln N <br />7 t0 iR <br />n <br />Q <br />M er LL <br />C J LL W <br />LL <br />a <br />Z <br />-v <br />m c � <br />o <br />�'�- <br />l0 N (O S O <br />Wrnngpj°' <br />m <br />Z <br />LL <br />CO <br />N Z ¢ J <br />Z <br />N <br />OU U <br />- <br />z q- <br />_ <br />z � N <br />NMI <br />z o � <br />Q <br />J <br />o- ur <br />N <br />2 <br />N <br />z <br />�Z <br />s <br />L <br />O <br />w $ <br />to <br />c Y <br />v„ <br />r— — E <br />t 8 <br />I <br />x <br />U o <br />c CD 0 <br />Q Y <br />° <br />N 01 <br />O <br />J <br />W <br />J <br />O55z <br />z <br />Z <br />z� <br />U- <br />a <br />ZO <br />TN <br />Z. <br />0 <br />U <br />wz <br />0 z® <br />on <br />(6 <br />O <br />�0 <br />O <br />UO <br />U <br />Oz <br />Z <br />r <br />WO <br />WW <br />YJ JC/) <br />az <br />Y <br />m0 <br />Zz <br />Z <br />m J <br />`�� <br />aw <br />Z <br />z <br />az <br />W <br />rj ?� <br />�- 3 <br />o< <br />�- <br />wW <br />Mj <br />v <br />zla <br />$ 3 <br />y O <br />>M <br />O, <br />� <br />M <br />(D L <br />N <br />:3 N <br />C- <br />LO <br />Q <br />Y <br />o <br />N <br />ED <br />~ <br />o <br />LO <br />O <br />L <br />ca <br />°0 0 <br />N <br /><C <br />C <br />ILO <br />ui <br />W <br />M <br />CMD CV <br />o <br />Z <br />z <br />E N <br />a <br />cc <br />a <br />E <br />U -1 <br />¢ p <br />JOB <br />NO: <br />23-04654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />