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NOTE: <br />0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />A <br />50'-O'f <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 />8'-8" <br />18--0" 13'-4v' <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 />V-8" T-9" <br />4'-6" <br />T-4" <br />T-9" V-8" <br />180-0" <br />4--0" 5v-2" 4'-2" <br />SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />op <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />-0 <br />MTYP. <br />AC PAD <br />L <br />TYP. <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />U.N.O. <br />U.N.O] <br />OR FIBERMESH SLAB THICKNESS <br />— — — — — — — — — — — — — — <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />— — — -- <br />— — — — — — — — — <br />— — — — — <br />— — — <br />1 0? <br />HB <br />PROVIDE 1-1/2" RECESS' <br />x Uj <br />FOR SGD DOOR. REFER <br />n- <br />0 <br />TO MASON'S SCOPE 0 <br />FALT <br />2$6"x2'-6llx1'- <br />0111 FOR WIDTH Cn <br />W/ <br />4'-4'v 8" 4--0" <br />(3) #5 E.W. 4" 9'- <br />I AC PAD j <br />DOWN 00 <br />CONTROL JOINT DETAIL <br />MIN. <br />SCALE: 1 1/7=14" <br />C.j. <br />C.j. <br />C? <br />OP <br />— — — — — — — — --- — — — — — — — — — — — <br />10 <br />1 11 -- <br />C? <br />M#4 <br />13-8 1/2" <br />1 17 1 S3 <br />% <br />8 3/4,!n <br /># <br />9'-13/8" <br />L (2) #5 VERTICALS <br />0? <br />0? <br />W/IN FILLED CELL <br />rG <br />/C)\ <br />F- <br />�3 <br />7. 3y2f'M .3000 PSI CONC. SLAB <br />% <br />0 <br />FOR HE 3NANDO COUNTY ONLY <br />9 <br />3Y2" MIN. 250) PSI CONC. SLAB OVER <br />Ej <br />6 MIL VISOUEEN VAPOR BARRIER <br />(D <br />----------- <br />C.j. <br />ALI <br />% <br />2--6 <br />5/ <br />15/� <br />7:-, 0'-0 ELEV. <br />CD <br />7 <br />0 1 ) <br />C? <br />FIN CONC. SLAB I 115- 0 <br />Uj z PROVIDE LINE <br />17'A 0 <br />co <br />co <br />FnR ICE MAKER <br />00 <br />% <br />% <br />11'-01 <br />— — <br />C? <br />7., <br />I L- — — —j T-6 1/8" <br />I? <br />1/2"' <br />% <br />M1 <br />0 <br />rA <br />CJ, <br />0? <br />t:j <br />INDICATES FILLED CELL <br />TYP. <br />C? <br />50 <br />zo <br />W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM <br />C? <br />U.N.O. F- <br />9 <br />80 <br />C14 <br />W/ 1 #5 REBAR VERT.--\\ <br />ABOVE SLAB. TYPICAL N <br />C? <br />T-8 1/4" T-5 7 E'- <br />@ ALL PLACES SHOWN <br />11 1/8" <br />6 HOOKED FTG. DOWELS <br />d 17" EMBEDMENT W/ 25" <br />co <br />co <br />C14 EXT. ABOVE SLAB <br />C3 "GRADE 40 STEEL" <br />co <br />zo <br />rA <br />IN, �3 <br />TYP. <br />U.N.O. <br />CONDENSATE LINE <br />C.j. <br />50 <br />— — — — — — — — — — — --- — — — — — — — — — <br />:aSU <br />0? <br />— — — — — — — — -- <br />— — — — — — — — �—h — — <br />co <br />4- <br />1 1 2-13" 2'- 10 9/16" 118' <br />STEP <br />% <br />DOWN <br />0 !k <br />MIN. zo <br />A <br />L <br />PROVIDE 1/2" x 9" <br />10 <br />BUILDER TO PROVIDE <br />RECESS FOR FRT DOOR <br />APPLIANCE PROTECTION <br />VVHEN REQUIRED PER FBC <br />0 <br />LU <br />a- <br />0 <br />j F— —1 <br />rc C�� R G <br />S <br />IL Nt <br />10 <br />80 <br />IAI <br />#5 CONT REINF. <br />SEE FND. FOR <br />TOP OF CONCJ <br />QUANTITY <br />(2) #5 VERTICALS <br />PAVER TO BE 4" Uj <br />0 <br />#5 X 25" X 25" <br />W/IN FILLED CELL <br />BELOW FIN. FLR. (D <br />CORNER BAR ONE <br />------------------ FOR EA. HORIZ. <br />00 <br />(3) #5 VERTICAL - <br />REBAR,TYP. <br />C? <br />F- <br />IN FILLED CELL — <br />U N.C. <br />)R <br />"SEE S-3 FO <br />i rA <br />H B <br />RECCESS OPT." <br />— <br />TYP. <br />S3 <br />8 'SEE S-3 IFOR U.N.O. <br />TRECCESS <br />iF— <br />op r.- <br />OP <br />!k <br />— — — <br />:;t <br />— — — — — — — — — — — — — — — — -- — — — — — — — — — — <br />T <br />lei <br />TYP. CORNER BAR <br />4 <br />PLAN DETAIL <br />V-4" <br />8'-0" <br />2'-0. <br />161-011 2'-0" 4'-l" T-O" 4'-4" <br />SCALE: 1 1/2"=T-0" <br />;1J <br />29'-4" 5'-4" 15'-4" <br />6- <br />50'-0" <br />FOUNDATION <br />PLAN_ <br />SCALE: <br />Y4"=V-0" <br />(D <br />c') <br />0 <br />Z CO <br />z <br />C— <br />.0 <br />LU <br />U <br />0 U'j <br />E <br />Lh <br />0 <br />U) <br />(n C') <br />0 C:) <br />C14 <br />E <br />0 <br />(D cl) <br />(M cl) <br />c' <br />2 C14 <br />0 <br />O,C: <br />20 <br />:S LL co <br />co <br />(D <br />:3 <br />0 i�� <br />CD <br />-114 <br />. < 0 <br />0) <br />1 Qow:!�- <br />< 0 <br />A <br />0 Do <br />N,I,B <br />CN M, <br />'011" <br />C <br />Z 04 <br />cl) 0%. C-) <br />LU <br />CL eL LLI <br />W <br />z < <br />0 <br />AO <br />z <br />LL <br />ONO <br />Lu <br />*0 <br />�Fl,u r <br />!9 <br />a S <br />�t�lffflmllp <br />1 . <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 />C:) <br />C:) <br />z <br />0 <br />1-4 4-1 C:) <br />V) 1 5 ;.0 <br />z <br />> U-) ro C) <br />(y) <br />f0 Ln <br />-.2 <br />v- <br />in b rl <br />< U- U) <br />CL <br />z <br />� re) <br />fu q <br />cl� U CL OC) <br />Z 3i E <br />z C:D <br />WLU <br />-j C:) <br />z <br />LU u- 0 <br />z <br />LLI z <br />M < <br />U l­- 2: 0 <br />Eoziozgu, <br />Z �i < U 7- < <br />i-- uz, zz <br />LL, <br />Lj <br />C:) <br />LO <br />0 z <br />LU z <br />UJI <br />C:) <br />Ln <br />r-4 <br />r-j <br />eo,*N <br />Ll <br />< <br />r <br />LU , F <br />C, <br />0 <br />< <br />L, <br />I.- vz) En 2 <br />8 ,� <br />z <br />=,e 2-: 0 i <br />Z Co �� =) ZO <br />Z <br />LU <br />LU u9i � <br />-jZ0 <br /><Ur <br />gg�-�i5 <br />8 >- 2g: 8 25 <br />--0 <br />L U LL z <br />bl� <br />Lr) < <br />ccl 2: z <br />LO <br />0 <br />-J a. LU LU <br />-j <br />U. z <br />LL <br />z <br />.. Z) <br />LU <br />> <br />Z 0 <br />:5 <br />z <br />CL LL <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 17-1427 <br />SHEET NO. <br />5 <br />A� <br />