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TO BEAM W/ <br />I <br />I <br />oo <br />I :: <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />} j ° <br />OOPT. _ <br />@ ALL PLACES SHOWN HOOKED FTG. I <br />L <br />I W I <br />I • , <br />DOWELS 5" EMBED W/ 25" EXT. <br />( <br />i I <br />5 <br />3 <br />ABOVE SLAB "GRADE 40 STEEL" <br />N I I <br />FKD I L <br />&_3 1/2" <br />SLOPE <br />I <br />TYP @ 1 <br />STORY <br />I I <br />t I <br />IL �. <br />I OPT. DI - <br />O <br />�' <br />I — CJ <br />° <br />— CJ ° :: <br />G <br />� <br />c�1 <br />CJ <br />I <br />o <br />I <br />I 15'-64' <br />4. 5 :: <br />5 - I ; : <br />S3 <br />K <br />I <br />°° <br />;I <br />I <br />i+�Ti <br />o <br />� <br />0 <br />I <br />I:; <br />g3 <br />2 STORY <br />21'-22" <br />I <br />16-71 <br />6-32 <br />It <br />T <br />I <br />• I 0'-0" I <br />' • <br />� • I I <br />(: <br />#5 REBAR <br />; <br />(2) <br />I <br />1 <br />1 <br />i <br />O <br />(• ; <br />O <br />W.H. <br />I VERTICALS w/ in <br />FILLED CELL <br />I <br />— — — <br />— <br />'.. �. --. <br />I — I - <br />-1 <br />. . . . . . . . . . . . . . . . . . .GPI <br />. 4. <br />.. <br />(O <br />'_S2" 1 5' <br />A TYP @ 1 <br />S3 STORY <br />L 2-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />6'-0" 1'-4" 4'-8" <br />1-STORY 12 - STORY . <br />.01 <br />J TYP @ 2 <br />S6 STORY <br />H.B. <br />6'-4" <br />3'-0" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" 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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 113 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />z <br />IL <br />CONTROLJOINT DETAIL <br />SCALE: 3/4" = V-0" <br />• :;s <br />#5 CONTINUOUS <br />.; <br />; .:• <br />',_ <br />REINF. SEE FND. FOR <br />_ <br />' • <br />QUANTITY <br />•' <br />#5 X 25" X 25" CORNER <br />;.'�.': ,, •','�� <br />';_.' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />"• <br />U.N.O. <br />- •, <br />"Alternate: <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 DETAIL <br />SCALE: 3/4" = V-0" <br />O <br />0 <br />a <br />e ,>, <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 2017 <br />Florida Building Code - <br />Residential 6th 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 />H <br />.54 <br />_.0E3 rCITOD <br />C <br />N <br />0 0 m— <br />C---,,N N m LL U. <br />N <br />a;"'rn� _j U Lu w <br />u_ LL a• 1 <br />Q <br />to M ul co = <br />C'i� a a W o <br />Ie <br />BOO C <br />@mC oN <br />�y <br />fi <br />W <br />� r• m m J O <br />2 E°'o) o 2 0 <br />zN <br />-j <br />Q 7 <br />NQC', O U 0 <br />z <br />° ❑0oo <br />W <br />c9 <br />z N O <br />0 <br />00 N <br />z o � <br />a <br />J M <br />d co <br />_ rNi <br />cn <br />z v <br />a <br />C1 <br />� <br />U <br />V <br />.o <br />w O <br />JL <br />- .W <br />W F <br />o <br />U m <br />w <br />m E <br />O <br />I <br />_ d <br />U 'o � <br />• <br />r_ <br />C::,W <br />Mza <br />o <br />- <br />Zd <br />J <br />L.L <br />¢ <br />wo <br />g <br />Z>o <br />Q. 0 <br />E V <br />owz <br />Q0 <br />�® <br />�� <br />H <br />O ¢ <br />`j0 <br />0 ¢ <br />° <br />c <br />O cD C <br />N <br />F <br />ao <br />ado <br />Q <br />¢Z, Z <br />L <br />::3 <br />U) C <br />Z� <br />Y <br />U <br />Nm <br />ro0 <br />, <br />0 - <br />Z <br />Z <br />(n J <br />4 W <br />zm <br />C0 <br />aw <br />0< <br />Zz <br />30 <br />W <br />Q 3 <br />ER <br />a <br />wz <br />QY <br />=3 <br />a0 <br />NJ <br />W <br />V <br />�w <br />0 <br />ao <br />c O <br />0 <br />.y <br />�M <br />nL <br />W <br />0 <br />.� <br />N <br />rr <br />a <br />N <br />.-. <br />co <br />_j <br />C) <br />o <br />A l m <br />-0 <br />NT <br />� <br />�\ <br />vl <br />00 <br />z <br />L <br />CV <br />= <br />o � <br />,— <br />4 <br />r� N <br />o <br />ca <br />3 N <br />�; ,� <br />Z <br />z <br />E O <br />E <br />cu <br />f6 <br />a <br />o <br />U <br />'D m <br />Q p <br />m <br />JOB <br />NO: <br />19-8531 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />