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C <br />d <br />64" <br />H.B� <br />1'-98' <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />N- 01 <br />3'-10" 1. 6' <br />Y-10" L 7_1 n� i" _ 5'-1 <br />5'-4" <br />---------------- ----------- ...... <br />........... ....... <br />0 <br />, <br />_ <br />\ <br />\ I <br />I <br />I 2'-�,. I :: I <br />\ <br />`� \ 16'-0" 4 6-10". <br />:: III M <br />I 0'-0., <br />■ <br />-31/2�� <br />I <br />II <br />o <br />\\ <br />` ` SINKDISP <br />I <br />CO <br />r ; \ I -------- I <br />o <br />ao <br />A <br />o <br />to <br />L <br />I \� \ I I D.W. <br />.. III} CV)N <br />IL— — —J I CHA_STOIS _ED ;; :: :: r <br />\� a <br />" o { I <br />ISTORY <br />TYP @1 <br />U.N.O. <br />v <br />r- <br />STEPS AS <br />PROVIDE 1 Y RECESS `� \ CJ L — — — — — — — — — — — — CJ OPT' T CJ CJ ; <br />CJ _ I I ■ <br />REQUIRED <br />I FOR SGD. REFER TO `� \ REF. ......... <br />' ' ' • ' • • • ' ' • • • • • ' • • • ' <br />. I <br />• • ' <br />PER FIELD <br />MASON'S SLOPE FOR `� KITCHEN ISLAND :: <br />I <br />19 <br />CONDITIONS <br />WIDTH LOW WALLS .... .. . <br />4 -0„ <br />I \ \ \ 16'-10" <br />12'-10" <br />o <br />INDICATES FILLED CELL w/ 3000 PSI \ � � • : ; • <br />CONC. GROUT FROM FT. \ \ <br />` ` <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ \ ::::::::: ' ::::::::::: <br />::::: <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I \ I <br />TOP OF CONC./ PAVER T BE 4" <br />. ■ <br />■ 4'-0" <br />4'-4" <br />4'-6" <br />(2) #5 REBARAin <br />( HOOKED FTG. DOWELS 5" EMBED `� \ 0'-0" <br />VERTICALS w <br />FILLED CELL <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN. FLR. <br />\ \ BASED ON PROVIDE /' x 9" <br />I STEEL \� 1 <br />SLOPE, I <br />\ LOCATION <br />I \ RECESS FOR FRT. POOR C? <br />L <br />ZD <br />\ <br />\ \ 2'-6"x21-6"X1'-0" FTG in <br />4,. <br />( - <br />S3 <br />a <br />o <br />25'-10 28" `� \ 9'-5&3" W/ (3) #5 E.W. <br />5'_0" I <br />10 <br />O <br />CJ CJ `�: \ I � <br />T` <br />— — � <br />'- <br />v <br />TYP @ 1 STORY S3 <br />I S3 CC <br />2 #5 REBAR I <br />( ) <br />U.N.O. <br />S3 <br />VERTICALS / In <br />I I c7 AHU I I <br />FILLED CELL <br />A. <br />CV r <br />2'-6"x2'-6"X1'-0" FTG _ _ ; I ; ^ 3'-5" <br />_ _ _. �� <br />W/ (3) #5 E.W. <br />2'-6" x 2'-6" x 1' -0" <br />W/ (3) #5'S E.W. <br />"r <br />(2) #5 REBAR <br />VERTICALS w/ in <br />�._ -3 1/2" <br />I I : o <br />I OPT. D PT. <br />SLOPE 4 I <br />M <br />FILLED CELL <br />OJI_ <br />5'4" V-10" S-6" A, 0 <br />I. <br />co <br />, <br />N Z, <br />M. — CJ ;; CJ — CJ <br />I <br />o <br />3-1/2" MIN 3000 PSI CONC. I , , I ; 2,-7�„ I <br />. 4 7'-10" 1'- " EDGE OF SLAB 2" <br />co <br />rn <br />SLAB FOR HERNANDO ; BEYOND WALL <br />COUNTY ONLY <br />N <br />I 3-1/2" MIN 2500 PSI CONC <br />10 <br />SLAB OVER 6 MIL VISQUEEN I LF <br />VAPOR BARRIER T ( <br />35,-4" 20'-6" <br />■ • 10'-0" <br />I <br />BUILDER <br />I <br />:: I <br />PROV DETO <br />I <br />(2) #5 REBAR I <br />I : <br />APPLIANCE <br />VERTICALS Win <br />4'-0" 12'-1" <br />O <br />FILLED CELL <br />; ; <br />C9 <br />I <br />W.H. <br />WHENEREQUIRED <br />� <br />L----------� <br />--- <br />� -- � — ••---------�' <br />• • <br />— <br />PER FBC -- <br />L— <br />-------� <br />S <br />0? <br />A H.B. <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5'-78 6'-4$' 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" _ 5'-2R" <br />V-4" 1 <br />FOUNDATION PLAN MONO - ELEV-Bl <br />SCALE: Y4'=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 />VWVF PLACED IN r1/8" 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 />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" = V-0" <br />ff��N:,' <br />`,`0,,t11llldf <br />�'�� <br />,,,' OWN • • • * <br />r <br />ti <br />w <br />�rtard/� O V: ES o <br />t61 Itlitttt� <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />61 <br />H <br />Q <br />v E <br />oo8 a N <br />0 h C b N J <br />J # <br />W <br />IL <br />Q <br />1- M � W N <br />aaod <br />>c`L13 <br />Z <br />� ra rn 0 W <br />m°mo <br />OCcc <br />W <br />��� <br />cv <br />m o r— <br />W <br />CDQZ O6 Boa <br />IT<C)Z <br />0 � <br />z <br />�� ❑Do <br />W <br />a) <br />U R <br />z N OQ <br />NQ� z C Q <br />Q v <br />J f7 <br />(nvl <br />M <br />fe <br />z <br />U_ <br />U <br />.. M <br />� <br />4�• <br />Ow <br />r- <br />N <br />c o <br />G <br />F- e <br />o g <br />yi <br />= d <br />C) o <br />CO <br />• <br />�0 <br />s� <br />co <br />M <br />M <br />w <br />Zz <br />EE�Z. <br />p <br />Q <br />z <br />E U <br />N <br />I— C <br />Z. <br />�o <br />X U <br />ppa <br />WK <br />QU <br />oZ <br />zilia <br />O <br />f0 <br />i <br />O <br />< <br />¢o <br />az <br />it J <br />CO C <br />vz <br />m0 <br />o� <br />z <br />J <br />a ° <br />az <br />z <br />ul <br />v, <br />� <br />$C <br />zz <br />U <br />W <br />U 3 <br />�d 0 <br />�z <br />az <br />w <br />w <br />Q x <br />o <br />cfl <br />z a <br />_ <br />a <br />c°) 3 <br />0 <br />`N <br />2 <br />L <br />� <br />W <br />cc <br />c� <br />N <br />.! <br />00 <br />Q <br />CO <br />1f— <br />O <br />• <br />>' N <br />J <br />T <br />Q± <br />T 04 <br />0 <br />r- <br />T <br />00 <br />4) <br />� T <br />CV <br />o <br />Z <br />Z <br />E Q <br />to� <br />2 <br />w <br />a <br />o <br />0 _j <br />Q p <br />JOB <br />NO: <br />20-3570 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />