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TO <br />I 2'-0" 4'-0" 2'-0" 6'-O" �11 <br />PER FIELD <br />I BEAM W/ (1) #5 REBAR VERT <br />1 I <br />_ <br />T <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES <br />PLACES SHOWN HOOKED FTG. <br />r: TOP OF CONC./ PAVER TO BE 4" _ <br />31/2' SLOPE <br />BELOW FIN. FLR. <br />c,, <br />� <br />( DOWELS 5" EMBED W/ 25" EXT. <br />"' PROVIDE Y2" x 9" fV <br />L — — — — — — ABOVE SLAB "GRADE 40 STEEL" <br />— — — — — — — — RECESS FOR FRT. DOOR <br />. <br />_laJ s <br />T <br />q H.B. L <br />S3 S3 2'-6" x 2'-6" x V-0" <br />T-O" TYP W/ (3) #5'S E.W. <br />7'-1s 6-2j" 6-0" 2'-9" 5'-2" 5'-1" 64" 5'-0" '-0" <br />16-0" <br />FOUNDATION PLAN <br />SCALE'. e"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w <br />-r --=— w <br />U) n <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" <br />.; <br />:' <br />#5 CONT REINF. SEE <br />.: <br />; .: • <br />'•_ <br />FND. FOR QUANTITY <br />;; <br />;•:.; <br />;r <br />#5 X 25" X 25" CORNER <br />' �•• " �•" ' �' <br />BAR ONE FOR EA. <br />' •• <br />HORIZ. REBAR, TYP. <br />.'•..... <br />U.N.O. <br />• •• ' <br />"Alternate: <br />_ <br />• • <br />The reinf. bars shall be <br />• •. <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />M <br />U <br />z c <br />z <br />Z <br />Q <br />a <br />Z <br />w <br />O LU <br />� <br />W <br />C W M <br />O OCn <br />N <br />_ <br />U <br />s�2 <br />Y iz <br />Q A <br />m a <br />� <br />Lao Q <br />01 <br />A' <br />B Do <br />" c B D c <br />,fit ;Lnsi,� <br />c�� •..J - <br />-..1 <br />= <br />LU l.L <br />Of. LU <br />:. <br />v[nrn <br />�• <br />WF!•'c'`,6 <br />Cal <br />To the best of the Engineers 6Jn rgt bq�i7't ; and <br />belief, the structural plans and spec A bntained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 � I\ <br />� M O <br />z <br />M <br />Q(n'0Ln <br />M �•�,� <br />(n ON <br />zz <br />(1) Ln <br />ILL <br />a�'o-o <br />Z CS <br />W <br />J� <br />�z <br />333W� <br />a <br />z <br />g48o <br />Q <br />z <br />J <br />z <br />`J` z <br />w <br />0 <br />Z <br />O <br />Z® <br />^, <br />W <br />T <br />U <br />cn 3 <br />O <br />o <br />a <br />U <br />= <br />O <br />W <br />�9 <br />0 <br />IdP <br />0 <br />I <br />O U <br />�U4o <br />Z <br />o <br />J <br />ri <br />Uj <br />z <br />Ln <br />N <br />Q <br />Z <br />*k <br />NZ <br />Z <br />tj <br />0 <br />oo <br />g <br />= <br />a <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />