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V8" SAWCUT x 1/4 <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB SLAB THICKNESS <br />OR FIBERMESH WHERE SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />U.1 <br />x Uj <br />CONTROL JOINT DETAIL <br />SCALE: 11/2 "-'-0' <br />—#5 CONIT REINF. <br />% <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25v X 250 <br />CORNER BAR ONE <br />----- - <br />"e <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />-I;— <br />9CS33, <br />e v- le le le <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: I 117=1'-O' <br />SEE FLOOR PLAN <br />FOR BRG. WALL It <br />W. SEE PLAN <br />(3) #5 REBAR <br />STEP DOWN BRIG. (2 STY.) ri <br />SCALE: N.T.S. <br />REF: EXTERIOR <br />REINF. SEE <br />SLAB PLAN <br />F.F. <br />zo <br />x X.. x <br />N 2E <br />(3) #5 <br />20" oe <br />REBAR <br />CONT. <br />24w <br />100 <br />2-STORY FTG. K"2 <br />SCALE: 1/2" V-0" <br />00 I <br />0 <br />LO <br />b <br />50 <br />SIS <br />TYP. @ <br />2STORY <br />U.N.O. <br />9 <br />U? <br />Z-) <br />4'-7- <br />14-4" <br />F-2-1 <br />41-7 <br />1 l'-6" <br />48'-8" <br />V-4- <br />1 V-15" <br />cj��T P. @ 21-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />2 STORY <br />HB <br />U.N.O. + TY <br />60033K� - <br />1% -- — — — — — — — — — — — — -2C2C3L.2 <br />117' - - - - - - - - - - - <br />r <br />LU <br />a- <br />0 <br />PROVIDE 1-1/2" RECESS #5 VERTICAL c-nj <br />S —\ --fl <br />FOR SGD DOOR. REFER W/IN FILLED CELL 0 1 <br />Zo' T-01 8'-101' 6--10- T-0" <br />TO MASON'S SCOPE 1. 1 1 <br />FOR WIDTH 4" STEP 4J-3' -0" x T-011 x V-O" <br />c . ? DOWN W/ (4) #5's E.W. <br />N MIN. <br />CA. <br />0#0 <br />3 -010 X T-P" x V- <br />W/ (4) #5- E.W. <br />T-O" x T-O" x V-0 PROVIDE 1-1/2" RECESS' IND14ATES FILLED CELL w/3000 PSI <br />2'6" x 2'-6" x V-101" <br />= I I W/ (4) #5's E.W. FOR SGD DOOR. REFER CONP. GROUT FROM FTR. TO BEAM <br />%A/ (3) #5's E.W <br />rr TO MASON'S SCOPE w/ 1#5 REBAR VERT. ABOVE SLAB. <br />FOR WIDTH TYPI -AL @ ALL PLACES SHOWN <br />HOO (ED FTG. DOWELS 17" <br />0 <br />EMBIEDMENT W/ 25" EXT. <br />ABOVE SLAB "GRADE 40 STEEL" <br />Ol-01- ELEV. <br />8'-10 Li <br />FIN CONC. SLAB <br />6-11 3-1/2" MIN. 3000 PSI CONC. SLAB <br />GG EMAKER LINE FOR HERNANDO COUNTY ONLY <br />S 3-1/2" MIN. 2500 PSI CONC. SLAB OVER �G <br />6 MIL VISQUEEN VAPOR BARRIER <br />L- — — — — — — — — — — — <br />F - - - - - - - - <br />L <br />101-0" T-6- T-101" - - - - - - - - - - - - <br />14'-0" <br />F <br />Cj <br />I . I f i � <br />-. ( 0 <br />C? <br />TYP. @ <br />Cn <br />2STORY <br />U.N.O. <br />Lf) <br />L z I CA <br />Sim. @ <br />M-FOUNDATION <br />Ll I <br />ONLY <br />9 6" T-211 164 <br />T-O" X 3'-0 X 1'-0" <br />W/ (4) #5's E.W. L L J -- - - - - -- - - - - - - <br />jr1l k6111 '3 2 <br />1, 1—,17717T, 1, 1 <br />CP 4" <br />STEP CY) �-W.H. <br />TOP OF CONC] PAVER TO BE <br />DOWN <br />4" BELOW FIN. FLR. <br />9 MIN. 'k 0 <br />F, T-8" <br />PROVIDE 1/2' x 9" <br />RECESS FOR FRT. DOOR <br />7 BUILDER TO PROVIDE <br />L-- - - - - - - - - -- - - - - - - - - - - - <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />T-0- T-0- 5'-0" 4'-0- C.j. <br />U) 0 <br />L LLJ <br />(L <br />0 <br />I 1 0 <br />� <br />%. �3 0 <br />TYP . i C14 LL <br />Z <br />0 P: <br />0 <br />21-611 x 2'-6" x 1 1-011 (no <br />U <br />W/ (3) #5's E.W. <br />2'-6" x 2-6" x V-O'� -J (2) #5 VE RTICALS <br />W/ (3) #5'S E.W. -3 W/IN FIL ED CELL <br />10 <br />rA-'*`\ <br />Fli S3 <br />1,,. �3 ljIlii -8" <br />"S <br />-.3 TEE S-3 FOR <br />7-j <br />;0 RECESS OPT." <br />- - - - --- - - - - - - - - - - - - <br />Z-16" x 2'-6" x 1 1-011:j <br />W/ (3) #5's E.W. <br />12--6" 1 V-4" 1 6'-2" 1 V-4-1 16'-0" <br />48--81r <br />2--0- <br />8'-8" <br />2'-6" x 2'-6" x 1 '-0" <br />W1 (3) #5's E.W. <br />0 <br />x z <br />0 P: <br />U) 0 <br />1 0 <br />N U- <br />— — — — — — — <br />T-O" X T-10" X 1 '-0" <br />W/ (4) #5's E.W. <br />TYP. @ <br />SINGLE <br />STORY <br />(2) #5 VERTICALS <br />W/IN FILLED CELL <br />i <br />S3 <br />SEE S-3 FOR <br />T" - IiB <br />RECESS OPT." <br />:1 <br />- - - - - - - - <br />4'-0" X 4'-0" X l'-O" <br />W/ (5) #5's E.W. <br />8#-0" <br />;0 <br />-1 <br />U) <br />;0 <br />04 <br />to <br />9 <br />F- <br />0? <br />Z-) <br />b <br />0? <br />b) <br />LO <br />NOTE: <br />0 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 />0 SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />1-41 <br />FOUNDATION PLAN A,13 <br />SCALE: Y4"=1'-0" <br />IDZ <br />Z <br />z <br />rain <br />z <br />(/) (D <br />4-J LU <br />0 <br />LU <br />0 <br />v) <br />E <br />10 <br />U-1 <br />09 <br />E <br />8 <br />(a <br />LO :,0 Q4 <br />02, <br />. <br />0 <br />S U. co <br />3 .00 <br />0 .2 ;�- <br />< <br />0 <br />0 D. <br />N.C.- -D-C <br />N'c' <br />CM <br />c'j <br />N, <br />C=!� <br />W <br />C <br />j. <br />ca <br />I <br />F ES'5 <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 Sth 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 />CD <br />z <br />0 <br />> CD <br />(n Cn <br />M Ln <br />U- U1 <br />z <br />M <br />CL 00 <br />z E <br />M <br />WLU <br />0 <br />-1 0 <br />Z <br />Uzi 0 <br />0- <br />W. <br />00 <br />C 0 <br />0. <br />Z Z F� Z <br />zW <br />ol <br />zo <br />z <br />Ln <br />Ln <br />4* <br />Z <br />0 <br />< <br />Z <br />0 Ly poe <br />z <br />z <br />Lu <br />CL <br />z <br />CY x <br />LU U.1 <br />uj< 6 <br />-j <br />�z <br />Ln <br />P: <br />0 <br />CD <br />rn <br />CD <br />re) z <br />ux,: <br />16-0 <br />z <br />LU <br />> <br />D <br />z <br />0 <br />z <br />LL <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEET NO. <br />8 <br />