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c <br />c <br />d <br />54'-0" <br />46'-0" <br />6'_0" 6._0" 6_0„ <br />TYP @ 1 STORY <br />4 U.N.O. <br />S3 <br />6'-0" 6_28" 7 -15" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />H.B. <br />I <br />I$i3111 <br />.......................................... <br />...... ........................ <br />— — — — — — — — — — — <br />:I <br />+- — <br />— — — — — — — — <br />— — — <br />— — — — — —I— — — — —, <br />■ <br />N <br />N <br />23-68,. <br />a <br />I <br />• <br />I I I i� <br />OPT. D I APT. V�1 <br />1 STORY <br />I <br />t=-rqrz-�- <br />__ <br />—��tom -_-- <br />31/2" <br />O <br />SLOPEP@ <br />iv <br />U.NO. <br />r <br />I: <br />A <br />I <br />II <br />r <br />S3 <br />co <br />CD <br />- <br />■ I <br />INDICATES FILLED CELL w/ 3000 PSI <br />: I CONC. GROUT FROM FT. TO BEAM <br />CHASE TO <br />I ISLAND I ' <br />I I <br />BUILDER TO PROVIDE J <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />• I <br />TYP @ ALL PLACES SHOWN <br />I I KITCHEN ISLAND <br />I LOW WALLS I <br />K <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5" EMBED <br />IC - <br />- <br />W/ 25" EXT. ABOVE SLAB' GRADE 40 <br />I <br />4'-0" <br />I STEEL" 25'-6" <br />I II I <br />20'-6 <br />6-8" 1'_4„ <br />STEPS AS <br />II r--1a <br />I III <br />REQUIRED <br />7-5" 7-1" <br />5'-8" -0" <br />PER FIELD <br />CONDITIONS <br />I I II r- �IIIZ <br />I PROVIDE 1 �' RECESS I II II - I :. <br />2b°' I I <br />K <br />CC <br />I <br />CC <br />o 2'-6" x 2'-6" x V-0" <br />_ <br />r W/ (3) #5'S E.W. <br />_ <br />■ , FOR SGD. REFER TO I LL _JJI"' <br />�' I I r - - �h I <br />_ <br />r- — — <br />I MASON'S SLOPE FOR I ; ; <br />WIDTH I III <br />W.H.�� <br />S3 <br />S3 <br />S3 <br />-CJ I III III-- <br />0 <br />o <br />S3 <br />1 /2" <br />13, <br />1 /2" SLR I <br />N <br />CD <br />3 <br />-3 <br />$' 4'_8 <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. PROVIDE Y2' x 9" I <br />iv <br />_ <br />L bo <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />kZ3 �r <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. . <br />3-8" <br />4'4" <br />G I <br />I <br />■ <br />S3 ..... <br />J ' <br />— 01-01. <br />1�4r� <br />17'-58" <br />36-68" .......... <br />. `90. <br />, <br />TYP @ 1 <br />2'-6"x2-6"x1'-O" <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />CJ <br />I. :-CIJ <br />CJ — CJ <br />■ / <br />........ <br />■ <br />I <br />o <br />I HVAC CHASE <br />BASED ON <br />........: —fir . `__ �i� <br />- <br />}I o ��li } <br />ih <br />`" <br />LOCATION <br />I <br />/ <br />i • / r <br />/ <br />II <br />C <br />11} <br />01 ■ <br />17-28" <br />2.-91" 2._8" 2'-118'll 11. <br />Jl I <br />. co <br />L I} _ <br />/ <br />/• I <br />II is <br />- <br />'--------------I--- <br />_�-- -- <br />------mill _— -- <br />---� <br />TT <br />:i <br />I <br />H.B. <br />+ TYP @ 1 STORY <br />A U.N.O. <br />_0S3 <br />3'-8" 3'-58,. 2'-6g" 6'-0" 6'-0" 6'-0" 3'-10" 4'-2" 3,_238" 2._95,3,. 6'-0" 64" <br />FOUNDATION PLAN <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 />VVWF 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 />LLJ <br />W J <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 />HORIZ. REBAR, TYP. <br />• <br />.., <br />U.N.O. <br />., <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 />jl <br />tTa� <br />i <br />[moo <br />L� <br />R <br />t <br />J <br />z N O <br />� qNO <br />z � <br />� Q <br />z <br />J C7 <br />a. <br />N <br />z <br />U o <br />0 <br />o a <br />N <br />W � <br />EE <br />U C° <br />W m <br />r— T E <br />0 3 <br />= <br />U o <br />ry Go <br />0 <br />® Q <br />`r m 8 <br />S m <br />`'" o I <br />� � LU � � <br />zz <br />N N <br />t a <br />w Z <br />P. ! <br />�a LL <br />in N� Nz <br />W w <br />a <br />W V¢am2' <br />In0 3 '9 It f0ow 0 <br />LinZ ¢ Q <br />W <br />I". CAS E. CI EJ <br />. <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 <br />- <br />is only for <br />the structural engineering portions of the drawing pages <br />Engineer's signature and seal. <br />bearing <br />r_ <br />M <br />M <br />z <br />z <br />w <br />Z <br />Q <br />J <br />o <br />L.L <br />E <br />Q O <br />zo <br />o 0 <br />w? <br />Zrn <br />Z< <br />Z ® <br />0 <br />@ <br />o@ <br />XU <br />az <br />j0 <br />)U <br />ww <br />N <br />L <br />¢z <br />m0 <br />COc <br />_ G <br />J <br />0y <br />. <br />1.o <br />< <br />0, <br />Zr <br />>Z <br />cn <br />° <br />Z. <br />�w <br />Qom <br />w <br />r� <br />Milli <br />O <br />Co <br />� <br />< <br />YIO <br />d <br />c <br />or <br />> <br />L <br />`�J <br />/ <br />�— <br />LO <br />M <br />r <br />,..� <br />� <br />> <br />O <br />co <br />LO <br />m <br />, /� <br />■T_ <br />I Lo <br />J <br />Lo <br />r <br />ai <br />M <br />r <br />CM CM <br />a <br />m <br />z <br />� <br />E O <br />a <br />E <br />U _j <br />a <br />Q p <br />c <br />JOB <br />NO: <br />19-5334 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />.� . I !c E11�1, I 1111 I I 1 TT— - r� rr rcr � � i i T - — - -- I- _ 1 I I l ; � � i I. <br />