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3'-0" <br />H.B.+ <br />I <br />1'-98" T-2& <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />2-109'a' , 5'-11 <br />5'-4" L <br />0,;, <br />co <br />7 <br />\ <br />16'-0" <br />2-9a 1 6'-10".' ..... <br />11I11 <br />0 0. <br />■ <br />r-- — — <br />JIL <br />I <br />0 <br />0o <br />I \ \ \ I _ <br />\ \ rF <br />- _ _ SINK / DISP _ - <br />r(=-�r-�� <br />:: <br />1 .. <br />:: o <br />III <br />c, I <br />A N <br />_ <br />o <br />"' <br />L <br />I \� \ 11 D.W. 1111 0 II �> III I <br />I : ; <br />� <br />I 1 <br />S3 ;r, <br />S3 <br />— <br />\ I I <br />L---JL=__=J <br />IIIL_ JL J11 <br />1 CHASE TOISLPND . __ • • <br />----- <br />; : <br />r <br />� I I <br />li� I <br />II <br />I <br />TYP@ 1 <br />STORY U.N.O. <br />r <br />- <br />STEPS AS <br />REQUIRED <br />\ \ CJ - - <br />PROVIDE 1 Y2' RECESS \ \ <br />I FOR SGD. REFER TO \ \ <br />- - --------J CJI OPT. �:: <br />III REF. I:: <br />-7-CJ <br />::: '.: '. ', <br />'. '. '. '. '. '. '. '. '. '. '. '. '.: <br />CJ' <br />. .'.'. <br />CJyI <br />.'.'.' : ::.' <br />■ <br />10'-104' I <br />PER FIELD <br />MASON'S SLOPE FOR \ � <br />KITCHEN ISLAND III I' ; <br />CONDITIONS <br />I WIDTH \I� \ <br />LOW WALLS ul :J':.'. <br />:: <br />o <br />4'-0" <br />I \ \ <br />16'-10" <br />12'-10" <br />r <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />\ <br />— <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\::::::::::::::::::...::::::::::::: <br />1 <br />::::::::::: <br />__ <br />.....: <br />:::::::. :. <br />......... .......:. .... ....... ■ <br />TYP @ ALL PLACES SHOWN <br />\ \ <br />\ <br />0'-0" <br />TOP OF CONCJ PAVER <br />T BE 4" <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED <br />\ <br />CHASEFILLED <br />BELOW FIN. FLR. <br />4'-0" <br />4'-4" 4'-6" <br />VERTICALS w:rI <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \�HVAC <br />STEEL" \ 9" ASED ON <br />BOCATION PROVIDE Y2' <br />SLOB <br />CELL <br />\ \ <br />\ <br />x <br />RECESS FOR FRT. POOR ' <br />1 <br />\ \ <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG 'n <br />I 4.. <br />S3 <br />o <br />\ \ <br />25'-10 28.. \ \ <br />9'-5i28" <br />W/ (3) #5 E.W. <br />5'-0" <br />( <br />to <br />CJ <br />\ <br />I <br />CC <br />(2) #5 REBARjinI <br />CO <br />TYP @ 1 STORY 3 <br />S3 <br />U.N.O. <br />S3 <br />VERTICALS w <br />rM I AHU I l <br />� <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG <br />N <br />; ; _ _ _ _ , : <br />_ �� <br />_ <br />I : T <br />3'-5" <br />7'-1" <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />+ <br />I W/ (3) #5 E.W. G <br />_ _ <br />- <br />r-- -��- <br />- - - { ; -3 1/2" <br />(2)#5REBAR <br />S3--� <br />� J <br />1 II <br />�Q-1 <br />SLOPE <br />4 <br />"'r" <br />io <br />VERTICALS w! in <br />FILLED CELL <br />I — <br />_ <br />; <br />; <br />I OPT. D I I <br />IOPT. VV <br />■- <br />I <br />,r- - 1 <br />— <br />_ <br />_,ram <br />5'-3" 1'-10" 3'-6" <br />I �� 1 <br />I <br />�N <br />r <br />1 <br />N <br />—-_.-- — — — — <br />— — <br />.-` <br />— — <br />— — — <br />• <br />— CJ <br />I <br />:: CJ <br />I : 2'-73 <br />I <br />— CJ <br />Izo <br />3-1/2"MIN 3000 PSI CONC. <br />a" <br />T-10" <br />1'- ': ' <br />EDGE OF SLAB 2" <br />SLAB FOR HERNANDO <br />BEYOND WALL <br />I <br />COUNTY ONLY <br />I <br />I K <br />J <br />c t <br />3-1/2" MIN 2500 PSI CONC <br />LOW <br />S3 <br />`" <br />SLAB OVER 6 MIL VISQUEEN r" <br />I <br />S3 <br />i <br />VAPOR BARRIER <br />: ; <br />35'4" <br />• •L <br />20'-6" <br />BUILDER TO <br />■ <br />10'-0" 1 <br />1 <br />: ; <br />I <br />PROVIDE <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" <br />' <br />�' <br />PROTECTION <br />FILLED CELL <br />1.9 <br />WHEN REQUIRED <br />eo <br />i <br />■. <br />:. r r r r r :, r r r <br />:. : <br />r :. r• r. <br />:r <br />r <br />r. r :. <br />r r r. � <br />■ <br />■ <br />■ ■ <br />A <br />S3 <br />TYP @ 1 STORY <br />5,_75' 6, 43.. U.N.O. <br />s s 6'-0" <br />no <br />.o <br />5' <br />H.B.+ <br />7-1 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />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 />LU Z <br />t.L.t J <br />cn � <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />: .�•' :;: #5 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 />• � � U.N.O. <br />- •, **Alternate: <br />The reinf. bars shall be <br />' •� <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 />FOUNDATION PLAN MONO - ELEV-Bl. <br />- i <br />N <br />N"' "• <br />b <br />9 <br />k , L <br />, s, <br />etittaffilOW <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th 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 />W <br />a <br />CD <br />vE (oro <br />0 ��N� <br />0 <br />(0 <br />N J <br />N O' 01 "1� LL <br />u] <br />a)��� (1)�k � W <br />0) <br />(0 -� W a <br />Moi0a <br />�Y <br />a <br />v <br />LL LL a L <br />Z <br />0 0 <br />J 0 <br />Nv_ <br />19 <br />W <br />L 0 f- <br />4:5 -FU CN Lr -j <br />6 <br />UM <br />C/) C d a <br />a <br />a <br />Z <br />N M Z x to0 <br />O U U <br />W <br />❑ ❑ ❑ <br />M � <br />N m0 <br />o <br />� O � <br />� o <br />J <br />•/) <br />N <br />(D� V <br />O <br />— � <br />O <br />t'B <br />W J <br />E <br />1° 8 <br />t Ii ilp. <br />C) 3 N00 <br />G � <br />0 <br />t♦ p <br />ti <br />o <br />Mw <br />M <br />¢ <br />o � <br />w <br />z <br />Q <br />u <br />ce E <br />E Ov <br />zo <br />o <br />� <br />>o <br />0� <br />�© <br />oa <br />4 0 <br />z <br />O <br />N <br />XU <br />" p <br />¢o <br />'o <br />a z <br />i <br />¢o <br />�w <br />(6 <br />C <br />_ <br />z <br />U <br />.0 <br />m� <br />O <br />OLL <br />Z F <br />z <br />d) <br />Nzz <br />m <br />4z <br />�yy <br />p ¢ <br />dOU <br />W0_? <br />LL <br />fn W <br />�O <br />o <br />coa <br />V <br />wI <br />z¢TO03 <br />O <br />C O <br />i <br />> Ln <br />m <br />ca <br />12 <br />c� <br />L <br />j <br />N <br />'L <br />CL <br />U <br />-2 <br />m <br />(. <br />Q <br />� N <br />r <br />T, <br />v <br />O <br />(0T <br />CV <br />O <br />0 <br />Z <br />E O <br />a <br />0 <br />U _j <br />_0w <br />Q p <br />= <br />JOB <br />NO: <br />21-5701 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />