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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />LU <br />LU:5 <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/7=14' <br />,,--#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />CORNER BAR 0 <br />FOR EA. HORIZ. <br />REBAR,TYP. <br />U.N.O. <br />V, <br />'e 0: <br />TYP. CORNER BAR <br />PLAN DETAIL <br />N E <br />SCALE: 1 l/2"=l'-0" <br />C? <br />Z10 <br />C.0 <br />C? <br />;t <br />F, <br />r� <br />TYP. <br />OP U.N.O. <br />9 <br />00 <br />n <br />zo <br />I <br />C? <br />zo <br />TYP. <br />U.N.O. <br />a <br />2' <br />41-4-1 <br />16'-0" <br />A <br />33 <br />TYP. <br />U.N.O. <br />T <br />2 <br />00 <br />C? <br />b) C,j� <br />461-81' <br />15'-4" 15-41 <br />4'-8" 15'-4" 3'-2" 3'-10" 4'-0" 4'-4" <br />AC PAD <br />L —J <br />+ L <br />— — — --- — — <br />— — — — — — — — — <br />— — — <br />I <br />F-za I <br />- - - - - - - - 7 C? <br />0? F <br />INDICATES FILLED CELL <br />11 AC PAD 11 <br />W/3000 PSI CONC. GROUT <br />IL <br />FROM FTR. TO BEAM <br />-J1 <br />L-=--J <br />9 <br />% <br />-.1 <br />W/ 1 #5 REBAR VERT. <br />Ld <br />n <br />ABOVE SLAB. TYPICAL <br />0 <br />@ ALL PLACES SHOWN <br />C:) <br />CY) <br />HOOKED FTG. DOWELS 17" <br />EMBEDMENTW/25" <br />411 <br />-.21 <br />EXT. ABOVE SLAB "GRADE 40 <br />9 <br />2'-47y) <br />STEP 12--8" <br />4 <br />STEE-1" <br />DOWN <br />U <br />1, <br />9 <br />MIN. <br />T <br />C.J.- <br />- - - - <br />- - - --- - - - - <br />- - - - <br />PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <br />r <br />C-? <br />TO MASON'S SCOPE <br />0 <br />01 <br />FOR WIDTH <br />�j �\ <br />UJ <br />" <br />I +— — 4- <br />(2) #5 VERTICALS <br />W/IN FILLED CELL <br />00 <br />co <br />0 <br />9. <br />4'-0" <br />Q0 <br />IL <br />I I C.j. 3Y2" MIN. 3000 PSI CONC. SLAB <br />L-I <br />FOR HERNANDO COUNTY ONLY <br />-511 <br />(3 3Y2" MIN. 2500 PSI CONC. SLAB OVER <br />Ax <br />00 6 MIL VISQUEEN VAPOR BARRIER <br />9 <br />r <br />J <br />OL 0'-0" ELEV. <br />9'-5" <br />FIN CONC. SLAB <br />W. <br />22'74�16!L-- — <br />1 17'-9 7/16" 6-3 1/2" <br />200 <br />(0 <br />24'-10" <br />3'-8" <br />3'-0" <br />�0 <br />\& <br />a <br />d <br />I L1---j I <br />FPFOVIDE <br />30 x CONDENSATE LINE <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — <br />4" 1 <br />C.j. <br />Fir,_ <br />C? <br />CY) 0 <br />MIN. 1cf) <br />411 <br />-8" ICY') <br />00 <br />C, . 4 <br />BUILDER TO PROVIDE <br />APPLIANCE PROTECTION <br />rc C`\, <br />V�HEN REQUIRED PER FBC S-3 PROVIDE 1/2 x 9" <br />S co <br />FRECOESSFORFRT DOOR <br />co <br />f cy) <br />10 0 <br />-.5 v <br />CD <br />0 <br />d CL <br />0 0 TOP OF ONCJ PAVER TO BE <br />-j — <br />1 C/) F, 4" BELOW FIN. FLR. <br />(2) #5 VERTICALS 1 0 4' 1 <br />C.j. W/IN FILLED CELL11 cy') 1111 =0 CJ� <br />o- <br />0 <br />I co <br />(2) #5 VEiRTI CALS S3 V),, -----�--NOTE: IN C�) <br />W/IN FIL ED CELL STONEYBROOK <br />"SEE S-3 FOR SUBDIVISION NO <br />RECESS OPT." SLAB,BUT <br />�11'N <br />4- <br />"S <br />RE <br />3 _I A <br />— — — — — — — PAVERS BY <br />S3 <br />8" F BUILDER <br />"SEE S-3 FOR 9 <br />1 TYP. <br />RECESS OPT." TYP. �' I <br />L L U.N.0 <br />9 <br />a ItT &4 % Ain 6 j a W <br />Z-01- 16'-0" 2'-0" 8'-01- V-4" Z-91" 7'-0" 3'-0" <br />20'-0" 9-4- <br />46'-8" <br />4'-8'l <br />12'-8" <br />0 <br />-1 <br />CY) <br />9 <br />:;t <br />C:) <br />�A <br />S3 <br />0 <br />N I - <br />TYP. (D <br />(D CD <br />U.N.O. <br />U? <br />;;t <br />0? <br />;;I- <br />A. <br />9 <br />F- <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 />FOUNDATION PLAN. <br />SCALE: Y4"=l'-0" <br />0 <br />Z <br />z CO <br />a_ <br />(D <br />Q) <br />4—J <br />U <br />LU <br />0 <br />Lf) Ct <br />ZD <br />F- <br />E <br />0 <br />2 Cl) <br />U1) <br />0 c� <br />C) <br />LU <br />I.— E <br />CD M <br />0) Cl) <br />C: (U ce) <br />c"a '0 - <br />0 - C14 <br />0) <br />LL co <br />=) ci co <br />0) <br />-Nd <br />0 <br />U) CL C) <br />Lo 0 'IT <br />0 <br />CM <br />a CL <br />6 <br />B D <br />ID C <br />N C-B-D-C <br />I <br />Tflzzl,� <br />"�, <br />cli <br />0 C14 <br />C; <br />Z 4 J <br />C9 L0- <br />LL: <br />ju <br />j N <br />LU LL <br />U <br />z 17 <br />LL <br />W F- <br />Uj <br />< <br />D Ell <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 />Z <br />0 <br />C) <br />> U-) rn <br />fy) <br />z <br />f0 Ln <br />< <br />a- Ln <br />V) <br />,u Lr, <br />L- LL <br />C>1 <br />z <br />F- Z � e--% <br />U CL 00 <br />z E <br />z M <br />C:) <br />WLU <br />-j 0 <br />0 <br />Uj u- <br />Z �- a: <br />LUMZZ W <br />�- I L-, 0 <br />zo >- z < 0 <br />z 0 0- W <br />z U x < <br />zz <br />LZU <br />W, <br />an <br />Su 8 <br />LU N <br />F- 0 z <br />LL, z <br />_j <br />Lr) <br />(1*4 <br />C44 <br />Ln <br />< <br />z <br />LU <br />W < <br />%%.100 <br />< <br />< Z U <br />0 <br />< <br />00 —j <br />LU 11 <br />U , <br />0z -5 2 <br />Z <br />I, <br />z g X, g Iz- <br />Z <br />Uj <br />z <br />Uj cz) 0Z) 0 <br />.2: <br />r*4 0 <br />20 <br />I <br />�� 0 LL Z <br />C) <br />< �L-U,25: <br />0 <br />Ln <br />Cy U- <br />(n V) z <br />0 <br />6 <br />LL Z <br />F- <br />LL. <br />z <br />. . <br />. . Z) <br />LU <br />> <br />0 <br />z 0 <br />:5 <br />z <br />LL <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5all <br />JOB NO: 16-6654 <br />SHEET NO. <br />5 <br />