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c <br />37-8" <br />7-1 <br />58'-8" <br />H.B.+ <br />TYP <br />L <br />S3 <br />2'-6" x Z-C" x V-O" <br />W/ (3) #5'S E.W. <br />■ ■ ■ ■" ..■ ■ ■ N <br />r INDICATES FILLED CELL w/ 3000 PROVIDE Yz" x 9" (2) #5'S <br />I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR d <br />BEAM W/ (1) #5 REBAR VERT In TOP OF CONC./ PAVER TO BE 4" � _3 1/2" SLOB <br />is <br />STEPS AS <br />REQUIRED <br />- <br />1 <br />: ABOVE SLAB TYP @ALL io BELOW FIN. FLR. 2'-0" 4'-0" 2'-O" 6'-0" 4'-6" 2'-6" <br />0'-0- PLACES SHOWN HOOKED FTG. I ,. <br />PER FIELD <br />CONDITIONS <br />1 DOWELS 5" EMBED W/ 25" EXT. I <br />CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ <br />— <br />TYP <br />I PROVIDE D"RECESS I HVACCHASEI :' AHU I;;--'--------4- --------j <br />FOR SGD. REFER TO <br />1 <br />N <br />L <br />BASED ON <br />W H I <br />I MASON'S SLOPE FOR WIDTH LOCATION00 <br />`o <br />in <br />I i� �• • • I (2) #5 REBAR <br />1 31/2" <br />1 32'-84' `�'' 4'-S8" • . FILLED CELL / in 1 <br />L <br />On <br />AV <br />— <br />IN I <br />: ; 2'-1"• • -31/2" <br />4'-0" <br />OPT. D SLOPE <br />is I <br />in <br />. <br />CJ I CJ CJ <br />—1— — — —, . — ........... — — — — _AV�. <br />•. <br />• • I : CJ I <br />_ ..� — — — — — — <br />T <br />o <br />9 <br />N <br />... .. CHASE <br />� ITO <br />•I° <br />I KITCHEN ISLAND ---- <br />■ I.. <br />I I ISLAND <br />LOW WALLS I I 0 I <br />4J rw• I <br />j j, t t S3 <br />D W <br />CJ — — — �N' <br />K <br />r <br />INK w/ DISP <br />( iv <br />2'-6" I <br />all O S3 1 <br />j I <br />0 <br />' <br />O <br />T-112 <br />i I2 <br />I1 <br />It <br />I <br />(2) #5 REBAR <br />iv <br />A <br />S3 <br />1 CJ CJ CJ <br />10 VERTICALS w/ in <br />414 <br />411 FILLED CELL <br />1 : rl <br />6 <br />.... ................... <br />0'-0" <br />.. <br />i <br />0 <br />T <br />7, <br />00 <br />•I • : ■ <br />G13'-54'7._2"j I <br />�r <br />..... . <br />... :::�. � 1- - - 1— <br />. ....... .... .. ....... - - i Ij <br />- - - i—} - - - - IOD <br />- - - <br />C <br />00 <br />' <br />�i I I �"� I <br />I <br />1 � i � 1 <br />I I <br />.• <br />I <br />3-1/2" MIN 2500 PSI CONC0-0, <br />( <br />i <br />i • • I j �b� <br />SLAB OVER 6 MILV SQ EEN " <br />VAPOR BARRIER ( : ■ <br />PSI CONC. SLAB FOR I <br />(3000 ; <br />i 1 M <br />i 1 <br />HERNANDO COUNTY ONLY) 1 <br />0P <br />'-----------�---- II --- <br />----------------------- --I <br />■ . . . . . . . . .: . . _ .. . . . . .� . . . C.,. .. . . . . . .: <br />.. ; . . _ . . _ •� _ ~ ;. . . . . . . . . :. . . .. .. . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . ■ <br />A <br />S3 <br />T-2" 5'-2" 6'-0" 6'-0" <br />T-O" L T-10" L 4'-0" L T-10" L 4'4" L 4'-8" L T-8" L T-4" <br />FOUNDATION 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 5th EDITION (2014) <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 />—�— <br />W <br />Gn <br />� <br />CONTROL JOINT DETAIL <br />:'- <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />", ;":' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />_ <br />The reinf. bars shall be <br />cont. around comer 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 />a <br />(D 112 <br />Z co <br />o <br />_ <br />Z o <br />z� <br />Q <br />O <br />z <br />L/711 Z <br />Q) C <br />w <br />"U — <br />O 1 U <br />(1) C <br />t /� = <br />I— <br />E <br />o <br />M <br />v , r- <br />O o <br />U <br />WM <br />LU <br />SF-- O <br />0 <br />0) Cl) <br />N a Cl)_ <br />ONO <br />U� <br />7 <br />(0 Q.o <br />Y <br />a0 <br />LO O � <br />0)Qo <br />A <br />I <br />NCBDC <br />, <br />Y;Y, "Fiz <br />W�4 <br />Z <br />� <br />•"" � NI<it: ` <br />04 °LJJlad <br />. <br />a CL <br />LL <br />Nf�ioSa�pEO <br />"a''S'1i13\4Rx`R� <br />F— <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z <br />0 � h <br />U') =1 l0 <br />> V) M O <br />Q L Ln <br />i2 (n•vi L� <br />Q0) 0 Ln <br />U Q00 <br />< <br />� � <br />z ~ <br />J CD <br />W <br />d' <br />oZ <br />0 <br />35 <br />W� <br />z <br />gQag <br />g Q <br />H <br />zd o 0 <br />Z <br />Q <br />��3o <br />zww� <br />—^� <br />CL <br />_ w p Z <br />O w <br />z <br />adOu� <br />N <br />0 <br />w <br />10z <br />o� <br />Z Z <br />aU <br />�Z <br />z <br />a <br />�3 <br />fo <br />0 <br />0 <br />O <br />U <br />Fn <br />0 <br />z <br />O <br />�z <br />�W <br />'o <br />�FO <br />o <br />aYl= <br />r <br />�Rma <br />a<oa <br />N <br />Z t u 0 � <br />Z <br />z <br />N <br />Q <br />Q= o <br />Nagz <br />Yo W <br />0o= <br />OOLi <br />JL]j <br />N <br />M <br />Q <br />Z <br />¢�z <br />d" <br />z <br />Cy <br />z <br />O <br />Q <br />J <br />= <br />¢z <br />r1 <br />,--I <br />11 <br />(n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO, <br />6.0 <br />