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c <br />d <br />6-0" 1. 6'-0" <br />3'-0" 1. T-10" <br />Y-10" 1. 4'-8" 1. 4'-8" <br />■ ■ ■ ■ ■ ■ " <br />04 <br />" ■ ■ " r ■ ■ ■ ■ ■ <br />a <br />1 <br />I •• <br />� <br />3-1/2" MIN 2500 PSI CONC <br />` <br />\ I I 1 I <br />C') <br />SLAB OVER 6 MIL VISQUEEN I ; <br />VAPOR BARRIER I <br />I : ■ <br />\\\ 0 1 <br />\ : <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY) S <br />0'-0" <br />I I .. I ��� I <br />. . . .:— :� ..:. - . ....... -.. — — �--� Ir — — �— <br />■ ' \ \\ 1 T-5j" • CJ 7'-2" CJ 1 CJ <br />.. 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I S3 <br />o <br />___J I <br />` co <br />c <br />_ <br />ao <br />CJ — — — — — —� CJ CJ — <br />CJ c� <br />LO <br />4'-0" <br />I S3 <br />5'.4" T-8" T-8" <br />:: I <br />OPT. W : SLOPE <br />' I <br />• <br />1 37'-5z" I <br />-31/2" <br />121'-21" <br />53 <br />32'-84, <br />4'-88" I I <br />1/2" <br />PROVIDE 1 Yz" RECESS ` <br />< �.. — .. VERTICALS w/ in <br />, I.. • • • • I FILLED CELL I <br />•••FOR <br />CHASE <br />TYP <br />SGD. REFERTOHVAC <br />MASON'S SLOPE FOR <br />WIDTH <br />BASED ON— — <br />LOCATION I ----------+— — <br />a (: " <br />CJ INDICATES FILLED CELL w/ 3000 <br />CJ • ■ ■ ■ ■ ■ ■ <br />STEPS AS <br />REQUIRED <br />PSI CONC. GROUT FROM FT. TO <br />: I S0'-0" I BEAM W/ (1) #5 REBAR VERT <br />I I I 2'-0" 4'-0" 2'-0' 6'-0" V-10" 5'-2" <br />9 <br />�- <br />PER FIELDo <br />CONDITIONS <br />: I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONCJ PAVER TO BE 4" <br />BELOW FIN. FLR. ; I <br />3 1/2" SLOPE <br />LO <br />I DOWELS 5" EMBED W/ 25" EXT. <br />- <br />'O PROVIDE Y" x 9" N <br />'O <br />ABOVE SLAB "GRADE 40 STEEL" <br />— — — — — — — — + RECESS FOR FRT. DOOR <br />- - A - - H.B. L <br />S3 S3 2'-6" x 2'-6" x 1'-0" <br />3'-0" TYP W/ (3) #5'S E.W. <br />T-11" V-2i" a,-n,, 9.-Q„ �,_q" �,_y.. A. -A" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX'E" OF THE FBC 5th EDITION (2014) <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 />LU <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=IA' <br />FOUNDATION PLAN <br />SCALE: X"=1'-0" <br />.� <br />• :;: <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />�'• •' <br />- <br />BAR ONE FOR EA. <br />' ' <br />. <br />HORIZ. REBAR, TYP. <br />.. <br />'• • <br />• :. <br />U.N.O. <br />.'::..':: ; :: <br />r . • • <br />.- <br />'"'Alternate: <br />_ <br />The reinf. bars shall be <br />�; •:;: ; :;: •:;: •:;; <br />cont. around corner by cold <br />�; ,; .:;; ,; ,; . �; . <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />mi <br />(D <br />zm <br />0 <br />9 <br />— 0 <br />z CO <br />Q <br />i2. <br />z <br />to (9 <br />Q) va <br />w <br />U — <br />w <br />OE�- <br />�� = <br />o <br />Cn <br />cc co <br />U <br />vM <br />w <br />l..e <br />C) r6 Cl <br />2 'O N <br />O O <br />U <br />U <br />0 <br />C E: OD <br />Y <br />0 <br />o o OOO <br />Q <br />a) Q O <br />A 1 <br />N-C•B-D•C <br />7 <br />O Nb'^` 1 <br />INF <br />LL <br />WftmW <br />00 <br />U <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />z <br />O <br />P'-' •a-' O <br />r-4 M O <br />M <br />Q U-) fU Lli <br />H I- U <br />a <br />,ru <br />Z al�U Q CO <br />Q <br />E.. <br />z <br />WJ C:) <br />5 <br />oz <br />za <br />z <br />z <br />Ul z 8 0 <br />U <br />Z Z <br />z <br />lun. <br />oo <br />Al <br />aU <br />z Z <br />`W <br />/ <br />� <br />0 <br />5� <br />z <br />43 <br />N <br />O <br />�o <br />0 <br />"a <br />� <br />JQ <br />U <br />= <br />O89 <br />W <br />� � <br />O Q <br />L <br />r ` <br />v aF2-22 <br />[V <br />g�-0�� <br />W Z J <br />Cµ7��Z� <br />Q <br />F W -g <br />Zoo <br />Z <br />Zo�Z <br />W <br />J <br />L0 <br />rl <br />LL <br />W <br />igLLo <br />o z U <br />,~-I <br />Q <br />z <br />Ce <br />?�Z <br />{� <br />�1 <br />Z <br />Z <br />d Z <br />o <br />W <br />-j0 <br />W <br />IL` <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />