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c <br />c <br />d <br />58'-8" <br />H.B. <br />TYP <br />L <br />S3 <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />CN <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9" N <br />_ <br />I PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />in TOP OF CONC.I PAVER TO BE 4" <br />`! <br />cn <br />;�, <br />STEPS AS <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />1 PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. d <br />I I 2'-0' 4-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />PER FIELD <br />CONDITIONS <br />( �0'-0" <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />I - - - - - <br />I <br />CJ C _IN <br />- - - - ...... ^.. — . ■� ■ ■ ■ ■ ■ <br />N <br />-- <br />TYP <br />I PROVIDE112"RECESS I <br />FOR SGD. REFER TO <br />I HVACCHASE I AHU I;; ---'-------+---------, <br />c�v <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH in <br />BASED ON <br />LOCATION : % / / I.: W.H. 1,1 <br />in <br />LO <br />I <br />(2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />`� 4'-8$" VERTICALS w/ in I <br />FILLED CELL <br />L <br />I <br />— — <br />37' 2" 21'-24" <br />54" T_8" 7,_8„1 <br />-31/2" SLOPE <br />4'-0" <br />I G <br />; ; OPT. D <br />00 <br />I S3 <br />CJ I CJ -- -- CJI <br />----_-- I ---tom» <br />.I............ I - <br />---f( <br />; <br />I.' CJ I <br />9 <br />4 } u cTo <br />I <br />o <br />c�v <br />------------ <br />.............. r___� ICHASETO <br />KITCHEN ISLAND------' I I ISLAND <br />• LOW WALLS I I I oo I <br />o <br />I j«'•il I flo"J <br />) I. 1 I I S3 <br />12'-6"x2'-6"x1'-O" : <br />I' <br />- <br />T <br />W/3-#5 E.W. CJ L�-D-W--------- <br />G SINKw/DISP •- <br />l I K <br />I <br />,I} I <br />S3 <br />' <br />23'-11" 2'-10" 4'-i4 <br />I: <br />a I 118" <br />■: `n <br />I (2) #5 REBAR <br />iv <br />A <br />S3 <br />I CJ �Cj CJ <br />° K VERTICALS w/ in <br />I I FILLED CELL <br />j I <br />I { 00 <br />I I ; rJ <br />60 <br />T ....... <br />0, <br />/ <br />11 <br />/ <br />III co <br />I co <br />I ■ <br />Cl) <br />O <br />CJ CJ j CJ <br />ici CJ <br />......:.....:1= ........ - I <br />04 <br />- - .. - -�-I- - - - - -� - - - -i <br />50 <br />,/i/ I <br />/ °k <br />All <br />3-1/2" MIN 2500 PSI CONC O'-O" <br />I <br />/ <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER : ■ <br />PSI FOR <br />(3000 CONC. SLAB <br />HERNANDO COUNTY ONLY) <br />0 <br />................... .. ..........J <br />................ �y... <br />.«....... ... ........................... <br />H.B I�I <br />T-O" L <br />-1 <br />FOUNDATION PLAN <br />SCALE: 74"=1'-0" <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 <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 />--�-') <br />w <br />LU <br />Cf.) <br />a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <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 />O <br />0 <br />M <br />M <br />z <br />< <br />z <br />Q M <br />d. N <br />E3 <br />M <br />CD o_ L2 <br />X4-1 <br />'per• <br />x W o <br />n ¢ <br />0 u, <br />to c E <br />N 0 <br />U 00 <br />r— e E <br />$ <br />*> <br />_ <br />U o' � <br />• <br />0 <br />sm <br />N N <br />v�i N <br />Mho w z <br />F �?MO�P c0 w <br />y.r tiz w <br />EU <br />W a � <br />V �A <br />�-rn � <br />rmk <br />w <br />Z 0'. 4<a a 0 <br />to N C N Z53 <br />v 0o <br />Q <br />N2E�a33 <br />LL W .IIP <br />o� <br />,Q`\NA d �,. <br />u <br />\� <br />= ' C ~ Olt�J <br />Uj <br />0�. <br />' ea . • <br />w <br />O FeIE S `Ci�� <br />Pf�'i'tlttll i tla11`� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained 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 />o <br />CD <br />MZ <br />Z <br />of <br />z <br />< <br />LJL <br />zo <br />o <br />>m <br /><� <br />C 0 <br />F_ @ <br />¢U <br />XU <br />a F <br />❑a <br />Utt <br />❑O <br />O <br />E <br />No t <br />z <br />ao <br />az <br />�I <br />(4 <br />C <br />_ C <br />z <br />Y <br />hm <br />O <br />o LL <br />zr <br />>z <br />Z <br />� ' <br />� <br />to <br />Q1 <br />�Z <br />2Z2 <br />Gi� <br />OLL <br />$W <br />JU <br />a <br />NW <br />3 <br />J <br />o <br />o <br />wF <br />° <br />�o <br />aF <br />z< <br />I <br />°3 <br />C O <br />O <br />■MM> <br />LPL a� <br />r <br />_ <br />> <br />Q <br />N <br />co <br />r_1 <br />F_ <br />_ <br />0 � <br />r <br />■� J O <br />LO <br />T <br />� r � <br />M <br />M <br />E <br />(a <br />CV)N <br />T iri <br />O <br />Z <br />Z <br />E O <br />E <br />`m <br />c <br />a <br />U °� Q p <br />3 <br />JOB <br />NO : 19-5333 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />