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W.W.M. PLACED IN 1/8"SAWCUT x 1/4 <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 LU <br />Cn a - <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=V-0" <br />—#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 2511 <br />CORNER BAR 0 <br />FOR EA. HORIZ. <br />REBAR, TYP. U. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />NE <br />N.O. <br />SCALE: 1 1/2"=1'-0" <br />SEE FLOOR PLAN — <br />FOR BRIG. WALL INFO, <br />A211 REINF. SEE PLAN <br />4"r <br />z <br />04 <br />A <br />20" � r"(3) #5 REBAR <br />STEP DOWN BRIG. (2 STY.) <br />SCALE: N.T.S , <br />50'-0" <br />42'-0" <br />12'-0" L 18--01' <br />N LAMUR <br />k�%. �3 <br />L <br />S3 <br />--i 0 0 --i <br />TYP. b _j _j <br />C? V) cun I <br />F-8" T-10" T-4" 8'-10" T-0" T-1 0" [0 3' 0" <br />(2) #5 VERTICALS <br />4" STEP /IN FILLED CELL <br />DOWN 2'-6" x Z-15" x 11-01, <br />MIN. W1 (3) #5's E.W. <br />>0( <br />F0 0 <br />PROVIDE 1-1/2" REGESS <br />C? FOR SGD DOOR. REFER TO <br />F_ MASON'S SCOPE FOR <br />T-T IDTH <br />C.i. zo <br />3-1/2" MIN, 3000 PSI CONC. SLAB <br />09 FOR HERNANDO COUNTY ONLY <br />ED 2'- 1 5" 1, 16-0" 3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />e__ 6 MIL VISQUEEN VAPOR BARRIER <br />PLUMB. <br />-STACK <br />S �6 PLUMB. <br />TYP� @ rG G ST CK 0 <br />2STORY <br />0? U.N.O. <br />�O T <br />I I I I I I I I I I I I!M F71-11717-117IT-Irl, ILL, 11111 [000 <br />I F_ <br />L <br />19 <br />C.j. <br />1� w/3000 PSI C NC. <br />INDICATES FILLED CELL 0 <br />GROUT FROM FTR, TO BEAM w/ 1#5 REBAR <br />VERT. ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. DOWELS <br />ir 17" EMBEDMENT W/ 25" EXT. <br />ABOVE SLAB "GRADE 40 STEEL" <br />11 x 3'-0" x 1'-0" <br />(3) #5's E.W. <br />6'- 11 " <br />REF: EXTERIOR REINF. SEE <br />00 <br />r.0 <br />HB <br />+_ <br />4" <br />SL B PLAN <br />C9 <br />�e) <br />F.F. <br />'k <br />--*k- <br />4'-5" <br />T-1 0" <br />T- 1 <br />[1'-4" <br />1 '-9" <br />5'�2&-Typ. <br />1,-q., <br />�,-O" <br />4'-0" =0? <br />CD <br />C14 o <br />(y) <br />o <br />b <br />(3) #5 <br />2011 <br />REBAR <br />Z-15" x 2'-6" x 1'-0-- W/ (3) <br />7 <br />#5's E.W. <br />2411 CONT. <br />2-STORY FTG <br />SCALE: 1/2" V-0" <br />0? <br />12f-811 <br />L-*1 H., <br />0 <br />0 <br />0 W <br />0 . <br />LL C14 <br />8'-0" <br />12'-0" <br />x 2'-6" x V-0" W/ (3) <br />#5's E.W. TYP. AT <br />LANAI. <br />1 T-01, <br />8'-10" 6'-8" <br />(2) #5 VERTICALS <br />W/IN FILLED CEL� <br />—2'-6" x Z-6" x V-0" <br />W/ (3) #5's E.W. HB <br />AC PAD <br />AC PAD <br />0'-0" ELEV. <br />FIN CONC. SLAB <br />C? <br />. ........................... <br />FW_ <br />6'-3" <br />GG <br />�37 <br />LO <br />f G G <br />Q3 <br />0'-0" ELEV. <br />14'-11 " <br />—1 <br />C� <br />i�_ <br />co <br />80 <br />co <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 />TOP OF CO�C./ PAVER TO BE TYP. @ <br />11 S3 <br />4" BEL IN. FLR. 2 STORY <br />6-5" L. 2'-10" 7 U') <br />fU.N.O. <br />PR VIDE12'0" <br />RECESS Fl R FRT. DOOR I i Y-r-li I i I ix�I; 2'-6" x Z-6" x V-0" <br />W1 (3) #5's E.W. <br />0 <br />C? C� <br />zo LO <br />3'-0" x 3'- Y x V-0" W/ (4) <br />#5's E.W 44 <br />0 <br />z <br />P: <br />0 <br />0 <br />0 <br />F- <br />U) <br />LL <br />,.SEE S-3 FOR <br />RECESS OPT." <br />T-4" <br />501-01, <br />A�:tj) = % <br />C� <br />1 rTT-,r-,7-,r,-l7,r, <br />% <br />4" STEP 7-16" <br />DOWN 0 <br />MIN. C0 <br />0 <br />3'-6" x 3'-6" x 1'-0" LO <br />w/ (4) #5's E.W. @ FOUNDATION <br />ONLY <br />(2) #5 VERTICALS <br />W/IN FILLED CELL <br />U_ <br />Uj FZ 0� <br />o LLJ <br />Ljj <br />0 0 LU <br />"SEE S-3 FOR M I0 <br />RECESS OPT." <br />0 M <br />I-- LLJ C3 <br />C.ji LU <br />U-1 <br />z <br />Uj <br />a. <br />co < <br />C? <br />0 60 %,60 <br />C14 <br />z 0 <br />(2) #5 VERTICALS I-- I-_ 19 <br />0 W <br />W/IN FILLED CELL 0 . �0 <br />LL N <br />C.i. 0o, <br />1.— 0 <br />0 1-- 1 <br />0 Cn <br />U_ <br />EO <br />C? <br />% <br />(2) #5 VERTICALS <br />TYP. @ <br />IN FILLED CELL <br />1 STORY <br />U.N.O. <br />YK 'k V <br />11 - - 8" T- 10" 5'-4" 51-01, T-10" V-8" FOUNDATION PLAN- <br />21'-4" —7 e E1ev-AB,C_ <br />SCALE: %4"=1'-0" <br />a <br />L" <br />(D - <br />Ce) <br />L/) (D <br />Q) <br />C_f) <br />Ik_j U_j <br />U <br />0 Llj <br />F E <br />Of <br />un <br />0 <br />0 V) <br />0 <br />Uj <br />E <br />0 <br />C5 <br />C M M <br />2 :9 c" <br />C CIJ <br />q <br />0 00 <br />r <br />ILL CD <br />CO <br />2 1: z <br />'0') 0.0 <br />U) <br />A <br />8 D. <br />N C B,D -C <br />0 0 <br />tau <br />&L <br />'0 <br />Z�! <br />Q <br />L) M <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 sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />z r14 <br />r, <br />0 <br />.2 C:) <br />V) 'M tD <br />c) <br />> <br />C:) <br />M Lr) <br />(n �5 <br />LL Lr, <br />z <br />M <br />U, , <br />CL 00 <br />E <br />z C:) <br />LUUj <br />_j 0 <br />0 <br />C� O� Z <br />LU LL <br />LLJ zz CL <br />Uj z O� <br />U 'N 0 <br />oz)� z < 0 <br />Z 0 M <br />z >- < U x <br />z z z <br />z LZU <br />LU W _j <br />U 3:8 LO <br />0 Do Ce <br />r*4 <br />C:11 <br />U 2 LU 04 <br />a. 0 z <br />z <br />ro <br />LU L4 <br />C:) <br />Ln <br />rl-j <br />r*4 <br />Ln <br />T-11 <br />zi� <br />z <br />_j <br />LU 0;� <br />Lu � F- �: <br />� <br />Ce <br />00"m"s < <br />LU z g se <br />2 <br />c) <br />< <br />Lou _j <br />U W -Z - <br />5 0=) <br />-0 <br />Z <br />n <br />L�U: g z <br />=5 ZO <br />fu <br />L_ <br />Z <br />Lu <br />OW -J.Z:t 8 P <br />ai <br />> <br />LU <br />z <br />91 -�in <br />8 2: 5 <br />0 <br />- F- <br />LL > 9 0 & <br />LU 0 LL Z < <br />C<,� �L-u ox: on <br />D <br />rj <br />T--q < <br />C, C12: z <br />V) <br />Ce <br />0 <br />c) <br />Ch <br />N 0 <br />_j z <br />0. �2 LU <br />6 <br />rt) Z <br />z <br />.. <br />.. ::) <br />LL1 <br />> <br />Z <br />0 <br />z <br />0 <br />LIL <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1122 <br />JOB NO: 16-6649 <br />SHEE7 NO. <br />8 <br />Z� <br />