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C <br />c <br />d <br />1'-6" <br />5-7g" <br />6-48" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />no <br />55-10" <br />T- <br />H.B.+ <br />T-O" <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />eo <br />in <br />BUILDER TO <br />(2) #5 REBAR <br />: 4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />O <br />0'-0', <br />; ; <br />I ; . <br />PROTECTION <br />WHEN REQUIRED <br />■ <br />• I <br />;; I: <br />PER FBC <br />35`-4::" <br />3-1/2" MIN 3000 PSI CONC. � <br />iv <br />I SLAB FOR HERNANDO M - I : K iv <br />10 <br />COUNTY ONLY r S3 <br />I <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC • ' <br />SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" <br />VAPOR BARRIER , EDGE OF SLAB 2" <br />: : ; I <br />■ I — CJ :: GJ : I : BEYOND WALL — CJ <br />I <br />o <br />ch <br />5'-3" 1'-10" T-6" <br />O I: <br />(2)#5REBAR <br />VERTICALS w/ in <br />-_ — ■ — �� — — <br />— • T, <br />a OPT. D <br />Cl)FILLED <br />CELL <br />-3 1/2" I <br />2'-6"x2'-6"X1'-O" FTG G ; <br />W/ (3) #5 E.W. T-5" <br />SLOPE <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />AHU I I <br />VERTICALS wjin <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />; <br />`yCCFILLED <br />i I S3 <br />CELL <br />o0 <br />CJ CJ <br />—25'-1047" <br />...... 9a1.-.-------■— �izs <br />■ <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. - <br />I -4" I <br />L <br />(2) #5 REBAR <br />I M <br />INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %" x 9" LO <br />RECESS FOR FRT. DOOR_ <br />CONC. GROUT FROM FT. TO BEAM �LHVAC <br />SLOPE I <br />S3 <br />_ <br />U.) <br />VERTICALS w/ in <br />CELL <br />() <br />W/ 1 #5 REBAR VERT ABOVE SLAB TOP OF CONC./ PAVER T BE 4" <br />CHASE <br />4'-0" <br />4'-4"FILLED <br />� <br />TYP @ ALL PLACES SHOWN i BASED ON 0'-0" BELOW FIN. FLR.::: <br />■ <br />■ <br />■ ■ ■ <br />LOCATION <br />HOOKED FTG. DOWELS 5" EMBED i i I , • ................: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 i i : ::: : : ::::::::: ::::::::::: ::: ; : <br />i ::::::: <br />ISTEEL" ��� <br />-----,------� <br />4'-0" <br />i 16'-10" <br />..12'-10"19 <br />o <br />STEPS AS <br />I <br />PROVIDE 1 Y" RECESS <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. <br />LOW WALLS : . . '• ....... """ ' "' ' <br />lcj: <br />0-4 <br />" ' ' "" . <br />CONDITIONS <br />WIDTH i i <br />■ CJ F------------J CJ REF <br />■ <br />CJ-II}Ii <br />jIf <br />�i <br />/- <br />�- - - - - - -— <br />I <br />TYPA@1 <br />CHASE TO ISLAD <br />DWI <br />STORY U.N.O. .N.O. <br />N <br />- <br />- - -- <br />o° <br />S3 iD <br />LO <br />SINK / DISP <br />I <br />3 1 /2„ <br />i <br />I <br />L — — <br />16'-0" 2,_94„ 6'-10" <br />} , <br />0 -0' ■ <br />It <br />``'0I� <br />9 <br />Sr <br />H.B� <br />5'-4" 1,_9$„ - T-2$„ <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5-0" 5'-0" 5-10" <br />T-10" <br />2'-1 <br />5'-11 <br />FOUNDATION PLAN MONO - ELEV-Al. <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" SAWCUTx 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 />z <br />LLI J <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"',"—#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />.. .•. <br />� <br />�• <br />�:. <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 />SCALE: 3/4" = V-0" <br />ttf,l0ti,y,'i <br />o%% <br />eve <br />o <br />O <br />as"® <br />d.CJ <br />�`'s <br />1 <br />,� <br />• , <br />� sue. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 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 />a) <br />W <br />E <br />�� <br />00 <br />(co(p c�cpp <br />N ik <br />,Q0 WO <br />V <br />O O m— <br />M N 9 <br />� W V <br />O <br />(AsL-L, <br />a,7 M ''np <br />N <br />J W <br />LL a. <br />i� <br />2 <br />,6M S <br />W O <br />°. 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