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5'-4" 1._985.. S_2$„ 5' <br />01 <br />H.B. <br />-0" 5'-10" <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />65'-0" <br />-10" 2'-1064" 5'-11 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ <br />■ <br />°tit <br />o <br />} <br />I : <br />o <br />Av- <br />\ \ \ 16'-0" 2'-a" 6'-10" . ' ..... <br />M <br />l 1 0 -0' I ■ <br />Cfl <br />— — <br />3 1/2" <br />\ \ <br />I <br />I \ <br />} <br />\ \ SINK / DISP <br />I 1 <br />i ( <br />T <br />[r>I <br />_ _ _ :: I <br />\ \ rr ----- <br />A - <br />o <br />L <br />I \ \ D.W. I ::I}IS3 <br />cvLo <br />S3 <br />L_ -- <br />\ L11 CHASE TOIS D <br />----_--_ L --- — — — — — — — — <br />_ — \ \ — --- _rKITCHEN <br />I I <br />— — O — — — _ <br />TYP @1 <br />STORY U.N.O. <br />STEPS AS <br />PROVIDE 1 %2' RECESS"' � \ CJ — — — — — — j CJ OPTT CJ CJ: <br />CJ —�l IREQUIRED <br />I REF. <br />FOR SGD. REFER TO \ :: ' : " " " " " ". " ' : <br />% ..PER <br />""10'-104" <br />FIELD <br />MASON'S SLOPE FOR `� ISLAND ; <br />CONDITIONS <br />WIDTH \I \ LOW WALLS I ' '. : I <br />4'-0" <br />.'.' . <br />I `� \ 16-10" <br />_12-10" <br />0 <br />INDICATES FILLED CELL w/ 3000 PSI— <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ::::::::::: <br />::::::: <br />TYP @ ALL PLACES SHOWN <br />TOP OF CONC.I PAVER T BE 4" <br />ro <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 50'-0" <br />" EMBED `� \ <br />■ <br />4'-0" <br />4'-4" 4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 `� \ HVAC CHASE BELOW FIN. FLR. <br />I STEEL �� \ \ BASED ON <br />SLOPE ( <br />FILLED CELL <br />\i6 PROVIDE %2' x 9" <br />7 <br />\ LOCATION <br />\\ RECESS FOR FRT. POOR <br />L <br />I <br />2'-6"x2'-6"X1'-O" FTG 'O <br />I <br />S3 <br />v <br />o <br />- <br />- <br />25'-1 O k' \ \ 9'- 1 W/ (3) #5 E.W. <br />5-O., <br />10 <br />\ . . . .� . . . . . . . � . . �4 .... ................■ <br />Oi <br />A <br />Ci <br />\ <br />T` <br />#5 REBAR <br />TYP @ 1 STORY S3 <br />( S3 CC <br />(2) <br />I <br />°P <br />U.N.O. <br />\ <br />S3 <br />VERTICALS w/ in <br />AHU I <br />FILLED CELL <br />I <br />2'-6"x2'-6"X1'-O" FTG N :: . ; I :: f 3 -5 <br />7 -1 <br />2'-6" x 2'-6" x 1'-0" <br />_ _ _ _ r` <br />~.V <br />�/V/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />W/ (3) #5 E.W. G._ _. �� -3 1/2" <br />S3 o I <br />I <br />OPT. D pT, <br />FILLED CELL <br />— <br />0 _..� _ _. — <br />TF <br />I?I <br />5'-3" 1'-10" 3'-6"I O I <br />■ CJ :CJ — CJ <br />I <br />co <br />o� <br />3-1/2" MIN 3000 PSI CONC. 2'-74" 7-_10" 1 _I : EDGE OF SLAB 2" <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />N <br />3-1/2" MIN 2500 PSI CONC '104 <br />SLAB OVER 6 MIL VISQUEEN ^ I S3 l <br />S3 <br />I <br />VAPOR BARRIER ' iv <br />35'4" • • 20'-6" <br />■ <br />I <br />I :: <br />BUILDER TO <br />0'-01, <br />PROVIDE <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" 12'-1" ; <br />PROTECTION <br />FILLED CELL <br />• • <br />�O <br />I <br />WH• <br />WHENREQUIRED <br />PER FBC <br />----------�— <br />--- <br />— -- --------�' <br />— <br />-- <br />�— <br />------J <br />50 <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />V-6" L 5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />L1'4' I <br />7'-10" <br />FOUNDATION PLAN MONO - ELEV-B1 <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 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />— �--� w <br />w <br />co <br />ri- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• �• <br />•,= <br />#5 CONTINUOUS <br />,�: <br />, .: • <br />'�- <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />� <br />BAR ONE FOR EA. <br />• _ <br />• •. <br />HORIZ. REBAR, TYP. <br />., .. ... <br />., . <br />. „ <br />U.N.O. <br />*"Altemate: <br />• <br />The reinf. bars shall be <br />c ont. 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 />i <br />o� <br />a <br />c� <br />L <br />tj <br />" <br />n(o <br />O <br />FESSEO���" <br />IIItftt4l4`�" <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 <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 />Engineers signature and seal. <br />0 <br />Q <br />00 <br />W U N pp <br />O "1 N_ iL <br />oq <br />ci <br />q1 'n N LJL <br />O r- N <br />Cl) N r N * co <br />- LL J p <br />LL N z LL <br />- V) M W (n <br />Z <br />CL <br />6 o <br />tn°' <br />@ago �m0 <br />m� <br />{�{t <br />W <br />Eaa0�`° <br />0 EcP rn 0 <br />Z <br />J <br />coo <br />NQcoz U 0 <br />Z <br />J <br />� ❑❑❑ <br />W <br />z N O <br />z� <br />z� <br />Q <br />d N <br />N <br />^, <br />c� <br />SQ <br />z � <br />/^ O <br />WC <br />_V i <br />t v <br />Y <br />LU <br />w n <br />Q <br />U <br />� Q <br />0 <br />to <br />W h <br />c o <br />tea <br />Rol <br />U m <br />W m <br />E <br />TN <br />=I <br />= o <br />¢ ° m <br />�m <br />� <br />w <br />CJ <br />M <br />o0 <br />Z <br />,L_ <br />Q E <br />E <br />wo <br />Wo <br />>o <br />� � <br />z® <br />❑a <br />0 <br />X0 <br />K Q <br />00U <br />❑ d <br />N <br />ao <br />Qo <br />WM <br />c <br />< <br />or <br />m� <br />p° <br />- v <br />J <br />U <br />"� <br />z <br /><'W <br />al <br />¢ ° <br />o <br />z <br />go <br />W <br />LL <br />�w <br />�k <br />(j <br />�o <br />a <br />C.0 <br />�T <br />OR <br />Ov <br />.0N <br />� <br />W <br />c� <br />.! <br />LO <br />a� <br />T_ <br />L <br />L <br />m <br />0 <br />_ <br />T <br />1 <br />T <br />o <br />LO <br />y Lo <br />L) C <br />T <br />4-Lo <br />CM <br />o <br />m <br />Z <br />r <br />E O <br />w CV <br />•— <br />z <br />f° <br />a <br />E <br />o <br />U <br />a ca <br />Q p <br />m <br />JOB <br />NO: <br />20-1783 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />T7,1 ---- rii - ,r I I <br />