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c <br />c <br />v <br />58'-8" <br />41 3'-O" TYP <br />A L <br />S3 H.B.+ S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />■ ■ <br />■" "■ ■ ■ FV �, <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE /2' x 9" iv <br />4 <br />o <br />T <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ #5 REBAR VERT <br />RECESS FOR FRT. DOOR a <br />`r 31/2" SLOPE <br />9 <br />7 <br />10 <br />STEPS AS <br />REQUIRED <br />(1) <br />ABOVE SLAB TYP @ ALL <br />in TOP OF CONC./ PAVER TO BE 4" I <br />io BELOW FIN. FI-R. 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5-2"PER <br />in <br />FIELD <br />CONDITIONS <br />0'-0" 1 PLACES SHOWN HOOKED FTG. <br />I �DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />I is <br />L L <br />CJ C — <br />r TYP <br />PROVIDE1Y"RECESS I <br />I FOR SGD. REFER TO <br />I----------+—------- <br />HVAC CHASE AHU <br />cv <br />o <br />S3 <br />MASON'S SLOPE FOR <br />I WIDTH <br />ASED ON <br />BOCATION i <br />I: <br />I <br />`n <br />'n <br />I <br />I i {_ (2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`� 4'-8$" ' VERTICALS w/ in <br />FILLED CELL <br />L <br />I I <br />— — <br />37-52" 21'-24" <br />5�„ 3,_8. 7.8„ I <br />2'-1" 31/2" <br />4'-0" <br />SLOPE <br />OPT. <br />00 <br />S3 <br />CJ <br />+ <br />C5 <br />-DG <br />CJ I <br />oCJ <br />_ - - - - <br />° <br />o <br />N.Ir <br />I l I CHASE TO <br />■. ,I. KITCHEN ISLAND -I I o I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I I I �O I <br />r fIt I: I S3 <br />) I. <br />I <br />o <br />W/ 3-#5 E.W. CJ �L --W �- <br />G INK w/ DISP <br />ro <br />I S3 <br />i I 23'-11" 2'-10" 4,_14.. <br />(2) #5 REBAR <br />iv <br />I CJ ; ' CJ CJ <br />VERTICALS w/ in <br />_ <br />FILLED CELLco <br />a } <br />I <br />N <br />I 11 01-0" <br />P <br />Cl) <br />oo <br />)lici <br />I I :■ <br />�i1372 <br />CJ CJ <br />CJ I ` <br />80 <br />E0 <br />I I )11 � I <br />I <br />;i <br />��i� <br />° <br />. ♦ <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />i <br />i �br <br />SLAB OVER 6 MIL VISQUEEN r <br />VAPOR BARRIER I : ■ <br />PSI CONC. SLAB FOR <br />a <br />(3000 <br />F- <br />i 1 �, <br />HERNANDO COUNTY ONLY) <br />■.................. .. ..................................... .... N... ..� .......�N <br />.._......_. _ ............ .........................................■ <br />H.B�I A <br />- S3 <br />�f T-2" 5'-2" 6-0" 6'_0" <br />T-0" L T- <br />AN <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />w <br />CONTROL JOINT DETAIL. <br />'--#5 CONT REINF. SEE <br />,r FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />r•�• . r•�• ;�• ;.%,; r'; "r -Alternate: <br />The reinf. bars shall be <br />" r cunt. around corner by cold <br />r �: ,. r•r �: ,. r'r �:, ♦ram,. r•rr,. r'r�: <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />U, U') <br />Z o <br />— o <br />z� <br />J <br />In (9 <br />a) N <br />w <br />'U — <br />Ow <br />G <br />o <br />o <br />(/)CN <br />U <br />0 <br />Q)M <br />w <br />F— E <br />8 <br />C r6 M <br />2 'O M <br />O <br />No — <br />O p <br />U� <br />FL GO <br />�Q- <br />Y <br /><C rn <br />oo <br />O ,11, <br />W) CL <br />9< 6 <br />A1 <br />H.1a.°° <br />..nn o J <br />O Ap <br />s•, <br />Imo. WM \ <br />W; <br />a <br />LL <br />Ur au�5 <br />Z , ip va <br />H o F l- <br />0 <br />.m <br />. <br />UW Q' R:k;? S 3 <br />to <br />^¢� t Ed HHppcS <br />r°FBS IE9ib <br />(K <br />CJ'AF— <br />To the best of the Engineer's knowledge, inform❑ation,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 />0 <br />> M O <br />M <br />Q '(0 Lr) <br />a tn•��t <br />HL <br />Q <br />U <br />a �- <br />WJ C:) <br />�• <br />M <br />z Qa <br />�a <br />i- <br />z <br />wa.� <br />oQ80o <br />zwwQ <br />�cee2: <br />" �o <br />i <br />H <br />O Z <br />zO <br />< V <br />Zz <br />Z <br />V <br />0 <br />O <br />�a <br />u <br />= <br />0 <br />z <br />0 <br />gmg <br />w <br />o <br />0 <br />X O V <br />N0>< <br />O¢Oa <br />LU 6a <br />�' <br />�aa <br />5�Zm <br />Z <br />W <br />�^-I <br />� a � o <br />J <br />Lr) <br />ri <br />LIJ <br />Q <br />LL <br />Q <br />Z <br />aLLZ <br />~o z o <br />2 < <br />W~~ <br />fV <br />M <br />1,0 <br />Z <br />z <br />m <br />o <br />Z <br />g <br />LU <br />U <br />� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />