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c <br />a� <br />-v <br />0 <br />n <br />tD <br />M <br />N <br />00 <br />i <br />m <br />sf- <br />z <br />v <br />x <br />0 <br />0 <br />J <br />N <br />CN <br />N <br />� I <br />Q <br />00 <br />00 <br />0 <br />N <br />Y <br />O <br />5`4' 1 r-95rr T-28rr 5'-0° 5'-0" 5'-10" <br />A <br />H.B. TYP @ 1 STORY S3 <br />U.N.O. <br />-10" 1. 6'-0" <br />T-10" 1. 2'-10 j" L. 5-1 <br />0� <br />o <br />\ 16'-0" 2r 94rr 6' 10" . ' <br />I i <br />I { } ; ■ <br />C1 <br />.. <br />\ <br />II <br />01 <br />E <br />o <br />-3 1 /2" <br />\ <br />\ \ SINKDISP <br />I i <br />} } <br />gg <br />I <br />S3 <br />- - - <br />€ \�\ ��-------- 1 :: o <br />i D.W. 1Il <br />I \ \ <br />lli �M <br />A - <br />S3 <br />o <br />ri, (_ _ _ I CHASE TO ISLAND ' ' <br />—lam -- =__ <br />° } <br />TYP @ 1 <br />_--- _------- -L .. <br />- <br />I 1 <br />- - - - - - <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 �" RECESS \ \ CJ - - - - - - - - - - ` - CJ OPT.: ; -}- e� c r <br />FOR SGD. REFER TO \ \T KITCHEN ISLAND REF. , , ::: ' ; ' T. ..'. <br />cJ I ■ <br />.'.' ' : :: ' :: 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \ LOW WALLS ; <br />o <br />CONQITJONS <br />I .:::.':.'. I <br />: WIDTH \I\� <br />... ; <br />•12'-10" <br />Co <br />\ <br />INDICATES FILLED CELL w/ 3000 PSI <br />. _ ....... ... , <br />CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE ......::.:: <br />t W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC.1 PAVER T BE 4" <br />::.::::. : <br />■ ■ ■ <br />■ 4'-0" <br />4' 4" <br />4'-6" <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED \ <br />0. <br />\ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \�` \ PROVIDE O x 9" <br />` <br />SLOPE <br />STEEL" I \ ` I RECESS FOR FRT. POOR <br />M <br />\ <br />\\ r n , u r n <br />\ \ 2 -6 x2 -6 X 1-0 <br />_4 <br />S3 <br />25'-10 2g" \ \ 9'-512s" W/ (3) #5 E.W. <br />5'-01, <br />in <br />00 <br />00 <br />f CJ CJ \ . LA -CC <br />\ <br />T <br />TYP @ 1 STORY S3 <br />cc <br />S3 <br />0 <br />U.N.O. <br />_ S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I TC% AHU I <br />VERTICALS w/ in <br />' N :: <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" <br />0 <br />00 <br />G <br />W/ (3) #5 E.W. <br />S31 ET. PT. ; -31/2" I <br />SLOPE <br />110 <br />5-3" 1'-10" 3'-6" I O 1 N T <br />CM <br />N <br />■ CJ �J CJ <br />o <br />v <br />I I ::. : <br />+ <br />i <br />3-1/2" MIN 3000 PSI CONC. a" 6'-5" T-2" <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />J <br />00 <br />K <br />3-1/2" MIN 2500 PSI CONIC _ <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I <br />c"r� <br />VAPOR BARRIER N <br />35`-4" '- 20'-6" <br />BUILDER TO <br />I <br />I <br />I <br />PROVIDE <br />I <br />(2) #5 REBAR <br />0-0" <br />APPLIANCE <br />VERTICALS i <br />4'-0' <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />°Q <br />W.H. <br />WHEN REQUIRED <br />:.:...........9--N_:............................. <br />■ ■ ■ <br />■ <br />.; <br />■ ■ <br />■ <br />■ <br />■ ■ <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />5" 2" U.N.O." 5rr <br />5 -70 6'-4a r.-no • a,_n•' a._n�• a•_n�� Pit)" 5'-2o 7'-1a <br />FOUNDATIO <br />N PLAN. <br />SCALE: %4"=1 '-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. 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 />a F--- <br />UJ <br />Uj <br />Z <br />J <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/2"=1'-T <br />• <br />,r��" <br />•:;: <br />,•" <br />#5 CONT REINF. SEE <br />,••� <br />FND. FOR QUANTITY <br />,Y' <br />,'• <br />#5 X 25" X 25" CORNER <br />• <br />•' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />•, .... <br />U.N.O. <br />., <br />•; ' ' <br />*"Alternate: <br />• <br />The reinf. bars shall be <br />;Y• • fir• • �r• .�r•:� �;,:� �r <br />cont. around corner by cold <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />63 <br />CD f <br />CM <br />0 <br />o <br />j � <br />V <br />V) CD <br />D. <br />}—� W <br />.v <br />O W <br />�m <br />E <br />i1 <br />o 0 <br />C.i <br />W <br />~ E <br />N M <br />G CU M <br />L C N <br />0 a <br />r Uj <br />CST, <br />o <br />t LL 00 <br />-noo <br />I d <br />MI Q O) <br />u7 O d' <br />Q O <br />�3 N <br />o <br />ao <br />t.i- <br />Z J.� <br />a a � <br />o <br />LLZ�.��' <br />' <br />LU �F <br />U <br />�f <br />To the best of the Engineer Wledge, hfdrmatio <br />belief, the structural plans and Sfpe/t�t�'�¢¢rr�� pp{{t�� <br />within these drawings comply with the 'fJ� �f tta <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />ON <br />Z <br />o�� <br />t> rt) <br />rr) <br />Q It <br />r N <br />U- <br />Q <br />Z <br />`n <br />Icy— V tZ 00 <br />Q <br />E \ <br />§ 1 <br />W <br />z <br />J <br />� <br />d' <br />oz <br />�o <br />za <br />r~ <br />z0 <br />wZ-- <br />00. <br />W <br />J <br />ZU <br />�oZZ <br />OL <br />�2FL4 <br />,--� <br />z <br />O <br />ya0. <br />a=u_o <br />U, , o <br />L <br />!�F <br />V <br />N <br />Z Z <br />a)Q <br />QO <br />Z w <br />g� <br />Z <br />�C <br />G <br />0 <br />� <br />O <br />J <br />o <br />= <br />fu <br />O <br />O <br />�So <br />!- xry <br />J <br />w006 <br />O g <br />0 t <br />w�Z¢ <br />Q <br />1<1 <br />oWZ0 <br />Z <br />W°*o <br />a <br />w <br />W <br />Ln <br />tit <br />a �� <br />F w o <br />� <br />� <br />Q <br />LuPa <br />l0 <br />N <br />CT <br />Q <br />Z <br />Z <br />�t-o <br /><g�Z <br />PyN <br />y� <br />Tt <br />m <br />N <br />Z <br />Lu <br />Un Z <br />� o <br />` <br />00 <br />g <br />= <br />W <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: .IMUROSKI <br />VERSION N0. 10 <br />0 <br />SHEET NO. <br />6.0 <br />