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12'-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 />w I Z <br />LU <br />c <br />CONTROL JOINT DETAIL <br />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 />MONOLITHIC FOUNDATION - ELEV-13 <br />SCALE: Y4'=1'-0" <br />N <br />N <br />a <br />o <br />C W <br />0 <br />Z <br />nw o <br />ccwC" <br />1 <br />am <br />N C <br />�o <br />to <br />Q N <br />Y <br />air n ar <br />CU � <br />C <br />a-- c. t CC <br />3 3 ry <br />� . N CU <br />c <br />i Z. y <br />d C O <br />oc to <br />h c .a <br />C � <br />Q U <br />/I <br />,a;,iI'trr/I <br />pJ IV, <br />''',j�<��� <br />4;1> <br />✓;r, ,N <br />. <br />pF <br />w <br />�FL�- . <br />i <br />j f{ FESS`0 N <br />f," rlf 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. <br />Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />1� <br />Op <br />E b N <br />p C'S 8 W <br />O N p� <br />N <br />Loa <br />V <br />0_� <br />0 <br />LL LL <br />10r&i8,"t <br />Q <br />u. a a <br />"!25 <br />LL Z d Y tj <br />Z <br />LL SS z <br />—ern O� D <br />it <br />m Q <br />J <br />z <br />ILW <br />Z <br />N C7 Z C H <br />Z <br />O U ❑❑❑ <br />W <br />Z N ID <br />Z <br />o� <br />Q v <br />J <br />cl- <br />U) <br />f7 <br />C� <br />L <br />�TVS <br />Cn <br />W <br />N <br />2r <br />O <br />W <br />�N <br />V) <br />C N <br />fn <br />F— <br />W <br />l" <br />< rn <br />Q W <br />NCD <br />LA <br />O <br />J <br />W <br />M <br />O <br />Z <br />W <br />zo <br />>� <br />Z O <br />Q <br />a 0 <br />W� <br />Z <br />C13F— (p <br />U <br />=0. <br />U <br />W O <br />�U <br />O <br />Ca <br />�z <br />CO <br />_ t <br />L <br />u2 <br /><<pp <br />W Z <br />�� <br />C <br />¢ p <br />Z <br />¢ <br />w i <br />m0 <br />FF <br />z_ <br />J <br />� <br />a <br />> <br />�z <br />0 3 <br />` <br />° <br />8 � <br />So <br />� <br />W <br />o <br />m <br />zo <br />�� <br />w <br />J <br />o <br />w� <br />�_ <br />_ <br />v <br />z�a <br />a <br />°3 <br />O <br />>M <br />O <br />ca <br />co <br />LIDN <br />� <br />� <br />r <br />'T^ <br />U1 <br />4-0 <br />m <br />= <br />O <br />M <br />O <br />M <br />N <br />t— <br />N <br />Q <br />LO <br />ci <br />CD r- <br />c'M M <br />o <br />m <br />� <br />T <br />N L <br />Z <br />N <br />C <br />a <br />U <br />-j <br />Q <br />JOB <br />NO: <br />23-06123 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />5 <br />