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'.: <br />: '.'.'. <br />::.' :: <br />10'-104" I <br />PER FIELD <br />MASON'S SLOPE FOR \ <br />KITCHEN ISLAND <br />�q <br />CONDITIONS <br />I WIDTH \I� \ <br />LOW WALLS <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO <br />\ <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\ <br />:::::::::::::::::: <br />:::::::::::: ......::::: <br />::::. <br />::::::: . <br />■ <br />■ <br />■ <br />TYP @ ALL PLACES SHOWN I \ \ 10'-0" TOP OF CONC.I PAVER T BE 4" <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED <br />( <br />\ \ <br />\ HVAC CHASE <br />BELOW FIN. FLR. <br />4'-0" <br />4'-4" 4'-6" <br />.01 <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />„ \ \ BASED ON <br />I STEEL PROVIDE Yz" 9" <br />SLOPE , I <br />FILLED CELL <br />\i6.� LOCATION <br />x <br />I <br />\ <br />\\\ I <br />RECESS FOR FRT. PqOR <br />I <br />L <br />_ <br />I <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG 'n <br />( 4" <br />S3 <br />O <br />= <br />25'-101 8" <br />\ \ <br />\ \ <br />9'-51 a" <br />W/ (3) #5 E.W. <br />I <br />4'-4" <br />to <br />\ \ <br />I <br />- - - - —I-I- - - -�I�— - - - <br />■ <br />o <br />CJ <br />TS3 <br />CJ <br />\ � \ <br />\ \ <br />K <br />I <br />CC <br />(2) #5 REBAR <br />T <br />� <br />°Q <br />TYP @ 1 STORY 3 <br />\ <br />S3 <br />I <br />'- <br />U.N.O. <br />VERTICALS w/ in <br />AHU I <br />FILLED CELL I <br />_ <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. G <br />S3 <br />I <br />I <br />N <br />_ <br />r �.� ~ _ <br />1 <br />; <br />�� <br />; <br />-3 1/2" <br />OPT. D PT. <br />= <br />3'-5" <br />I <br />7'-1" <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE I <br />` <br />I <br />FILLED CELL <br />_ <br />�� <br />■ <br />.. ......... I <br />' <br />— -1 <br />I <br />.. .............. <br />O — <br />_ _ . .. _ <br />�-___-_-_ <br />= <br />5'-3" 1'-10„ 3,-0„ I <br />O 104 <br />, <br />1 r <br />■ <br />CJ — <br />I <br />I <br />CJ . <br />;: <br />— CJ <br />to <br />0)• <br />3-1/2" MIN 3000 PSI CONC. I <br />2'-2a" <br />T-10" 1'-I " ' <br />EDGE OF SLAB 2" <br />( <br />SLAB FOR HERNANDO <br />; <br />BEYOND WALL <br />I <br />COUNTY ONLY <br />I <br />J <br />cv <br />3-1/2" MIN 2500 PSI CONC <br />i <br />K <br />o <br />S3 <br />LO <br />SLAB OVER 6 MIL VISQUEEN I <br />I <br />I <br />S3 <br />I <br />VAPOR BARRIER '- <br />T <br />35'-4" <br />r <br />20'-6" <br />BUILDER TO <br />■' <br />0'-0" I <br />I <br />; <br />I <br />PROVIDE <br />1 <br />(2) #5 REBARAPPLIANCE I <br />; ; <br />I <br />in I <br />4 -0 <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />ED CEL <br />W H <br />iD <br />I <br />WHEN REQUIRED <br />� <br />�-----------I— <br />� � <br />PER FBC <br />--- <br />,• -- <br />-- <br />-------1-' <br />— <br />— <br />-- <br />— <br />------ <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />6'-438" U.N.O. <br />s 6'-0" <br />C-Wll <br />H.B. <br />T-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=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 />LU <br />a <br />N <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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" = 1'-0" <br />owtv, <br />ti <br />J�yvN <br />% G <br />•• <br />����,rfr��Ro(ftttttt <br />, <br />`` <br />t <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 />Engineer's signature and seal. <br />N8 <br />Q <br />pp pp{ <br />O - $ N <br />O to-N �N t`O <br />10j <br />(» <br />JLL W W <br />� LL N LL t1 d <br />V1 M W u� <br />c d <br />= <br />11 3 13 <br />vvaj� <br />J. W. OM 0-J. <br />14 <br />�E04 <br />q)m Joao <br />U0W <br />N M Z 50J <br />Z <br />U ❑❑❑❑ <br />W <br />Cq M <br />z N C'1 <br />a N <br />U) <br />N <br />z <br />LL <br />Oro <br />LL, <br />� <br />U <br />0 <br />N <br />A <br />UA05 <br />`I <br />_ <br />U <br />• <br />Q <br />s <br />vMO <br />M <br />M <br />i <br />W <br />z <br />W <br />S E <br />� <br />wo <br />>R <br />ao <br />E 8 <br />o <br />U <br />W a <br />U� <br />z <br />~ <br />o <br />O <br />fV <br />oa <br />�� <br />ai <br />�0 <br />err <br />O< <br />ai <br />C� <br /><o <br />mp <br />Z <br />C <br />Y <br />Z LL <br />3 <br />S <br />o <br />W <br />3 <br />3 <br />.0 <br />oz <br />yW <br />O <br /><� <br />CO <br />il< <br />�O <br />x <br />U c$ <br />J <br />�N <br />a; <br />L <br />`0 <br />•> <br />It <br />.-•. <br />' <br />O <br />G <br />A`) m <br />W <br />T <br />O <br />O <br />Ew <br />C) T <br />o <br />Z <br />C <br />E <br />v, T— <br />C <br />a <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-0552 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />