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0 <br />V' <br />S-8" <br />H.B.' <br />I <br />RM"I <br />6' <br />S-20' 2' <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />J <br />/I 11 <br />Cn <br />�\ 17'-28" <br />'_ 11$ I I • <br />CP <br />} N <br />in <br />�-!.T <br />7-9-2'-8" I I. <br />,t <br />I <br />CJL <br />0 <br />■' I <br />T <br />II I <br />I <br />tlj <br />N <br />, <br />r <br />HVAC CHASE <br />I <br />co <br />BASED ON <br />LOCATION <br />11I <br />10'-10$" <br />T <br />■ I <br />.. <br />o <br />I <br />CJ <br />;, ......... <br />_ r-- <br />HU <br />CJ N <br />I <br />CJ-CJ <br />I ■ <br />r- <br />2'-6"x2-6"x1'-O" <br />Cl) <br />W/ (3) #5'S E.W. 17 _ <br />T <br />36-6j" I <br />I :. <br />TYP @ 1 <br />:: :::: <br />:::: ::: :: ::::::::::: ; <br />'. Z`0 <br />STORY U.N.O. <br />■ : — — :: 0'-0" I <br />( <br />I. <br />::2E150 <br />- <br />�;, <br />G .......... <br />......... ... :1. , ■ <br />■. ■ <br />I S3 I <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONC./ PAVER TO BE 4" <br />3'-8" <br />4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />7 i8 4-8" <br />i PROVIDE Y2" x 9" <br />2-6'x2-6 x1-0, <br />N <br />L iv <br />1 3 1/2.� <br />MIL VISQUEEN VAPOR BARRIER <br />I I <br />W/ (3) #5'S E.WI. RECESS FOR FRT. DOOR <br />I <br />-31/2" <br />SLOPE <br />S3 `t <br />N <br />16'-11$ 8'-6j" <br />—� <br />ifl <br />— — — — <br />— — t— — _j <br />o <br />L <br />- - - - - - -I- — - - <br />■ <br />o <br />83 <br />CJ I III III 1: �� <br />I I D.W. III <br />■ <br />— <br />— <br />N <br />— — <br />I III III <br />■ . I I I I'- - - -'I' 1 :: ,W.H.i <br />I <br />K CC CC <br />S3 I S3 <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y2' RECESS I I I fl flIo 1•: <br />I L <br />1 <br />o <br />PER FIELD <br />FOR SGD. REFER TO I fl �flIY <br />1 MASONS SLOPE FOR I I �� IZ <br />T-41" T-1 <br />x w <br />CONDITIONS <br />I III flh <br />WIDTH <br />cn <br />4'-0" <br />25'-6" I QL �-a <br />20'-6' <br />N <br />I I I I <br />1 <br />EDGE OF SLAB 2" <br />BEYOND WALL I <br />(2) #5 <br />VERTICAL <br />BARS <br />X ch <br />N <br />i• <br />`•' <br />I I <br />I I KITCHEN ISLAND <br />LOW WALLS <br />K <br />S3 <br />BUILDER TO PROVIDE I J I <br />I <br />I I <br />I CHASE TO <br />I I ISLAND I <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■. <br />- <br />INDICATES FILLED CELL 3000 PSI <br />- - - - <br />- <br />w/ <br />I -1-CJ <br />I I <br />• <br />tC <br />CONC. GROUT FROM FT. TO BEAM <br />; ; I I <br />n <br />00 <br />i• <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />C� <br />TYP @ ALL PLACES SHOWN <br />I <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I HOOKED FTG. DOWELS 5" EMBED <br />W//25" EXT. ABOVE SLAB "GRADE 40 <br />I I y•__• - - <br />'- "-" - =-F- -- - -- - <br />31/2" <br />O <br />SLOPE � I <br />I <br />I <br />; <br />I <br />STEEL" <br />i 6PT.110 1 OPT. D <br />1 <br />r11 <br />■. 1 0-0� <br />, L=J I <br />I : <br />I <br />#5 <br />20'-1�, <br />L- - - - j 4'-716" <br />I <br />(2) <br />I <br />VERTICAL <br />BARS <br />N <br />I— <br />4 <br />' <br />fV <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />3'-8" L 3'-51,• L 2-4, L 6'-0" L 6'-0" <br />6' <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />H.B.+ <br />3' <br />7'- <br />FOUNDATION PLAN MONO - ELEV-Bl <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 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 <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 />Lij <br />LU <br />a <br />N <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 />U.N.O. <br />"Alternate: <br />-he reinf. bars shall be <br />:ont. around comer by cold <br />rending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />N <br />0 <br />N <br />CV <br />N <br />%0ts.%p,'tLEJA� <br />e�~�0��•' G E N S • �1 �5�`'�i <br />w � s <br />• <br />No PE79750LT <br />'�• OF `LU <br />TE ; <br />I <br />To the beat 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. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />Q <br />E I <br />8 E <br />O (M # <br />0 <br />Lo <br />N C� C <br />off' u"a <br />a <br />a <br />Cc LYE <br />J LL LL d W S <br />0 <br />Z <br />=`cc8 0o <br />W <br />W <br />cim mOLJ <br />82pjO; W q a <br />Z <br />L <br />00 a <br />N M Z LL' N O <br />V U_5 w <br />Zp <br />W <br />❑❑❑ <br />VI M n <br />Z <br />z <br />J <br />N <br />- N <br />M <br />z C <br />4--+ <br />fQ <br />ry <br />O <br />W 8 <br />(n <br />C N <br />w <br />as <br />c C(A <br />Q w <br />_ • <br />M <br />� <br />g <br />LL <br />E E <br />z <br />oo <br />>� <br />a <br />Q <br />- <br />oa <br />z <br />O E <br />14 t° <br />¢Up <br />$ z <br />a<p <br />a z <br />W <br />..t_-• L <br />• � <br />G8 <br />yO <br />MO <br />Zz <br />Z <br />a°m <br />QZ <br />Z z � <br />N <br />a <br />o1" <br />no <br />�W <br />W <br />U <br />a o61, <br />� 1= <br />2 <br />)iI <br />0R1. <br />R <br />3 <br />>� <br />J <br />rn <br />m <br />to <br />0 <br />L <br />� <br />c <br />Cfl <br />J <br />T <br />Q <br />• � <br />,c <br />N <br />O <br />C m <br />+, <br />N <br />f0 <br />T <br />Ln <br />= N <br />r <br />Ln <br />_ <br />'T <br />I CO <br />ce) Q <br />N <br />LO <br />T <br />r <br />00 <br />E <br />c_• <br />CM <br />Z <br />z <br />� O <br />m <br />c <br />n <br />0 _j <br />Q O <br />c <br />J <br />JOB <br />NO: <br />21-4275 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />