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13'-4" <br />4'-2" 11 5'-2" <br />W.W.M. PLACED IN TYPA <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 U.N.O. S3 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON • • <br />FOUNDATION PLAN <br />N 8H <br />wz • I <br />o <br />• I <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" - 1 <br />9 C.J. <br />io <br />{ 9'-13/8" <br />1 <br />I <br />• 1 <br />I <br />o <br />I <br />1 <br />0 I PROVIDE LINE <br />FOR ICE M <br />M <br />50'-0" <br />18'-0" r 18'-8" <br />4'-0" 18'-0" 1 -8 3'-9" 3'-4" 4,-6" 3'-9" 1'-8" <br />10 <br />11 <br />11 <br />L. <br />L AC PAD TYP. A <br />S3 .N.O. S3 <br />• •--——————————— — — — — <br />-- : • <br />{ PROVIDE 1-1/2" RECESS <br />I }w FOR SGD DOOR. REFER <br />• I o TO MASON'S SCOPE <br />III -, FOR WIDTH",. 121-6"x2'-6"x1' <br />I M 4--0" 91_81, 41r 4, <br />n W/ (3) #5 E. <br />00 ! . _ DOWN I _ <br />LO I MIN. _ r <br />• r <br />— — — — — — — — — — — — — — — — <br />M <br />( I r <br />M _ <br />S3 <br />{ _ <br />(2) #5 VERTICALS _ <br />H W/IN FILLED CELL <br />N 1 3%" MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNI Y ONLY <br />- 3%" MIN. 2500 PSI CONC SLAB OVER I = <br />6 MIL VISQUEEN VAPOR BARRIER I = <br />I = i <br />{ I = II <br />{ - I C.J. r <br />�11 0'-0" ELEV. - <br />j of I FIN CONC. SLAB = <br />a of l <br />r <br />, • I 1 i� l I= I <br />1 7' 6 1 /8" L J <br />• <br />— — — — <br />— — — — <br />— <br />— — — — — - <br />I <br />1 <br />r7 <br />II ALT�) <br />II II <br />I <br />I <br />I <br />{ AC PAD J{ <br />N <br />. <br />C.J. <br />r <br />T <br />I <br />I <br />I <br />d' <br />3'-8 1 /2" I • <br />3/4" <br />( <br />00 <br />I <br />� <br />M <br />I 3n I <br />OILI <br />K° <br />co <br />9° <br />_ <br />0 <br />S3 <br />n <br />II <br />t <br />I <br />• <br />II <br />r-C / <br />V <br />n <br />C� <br />I <br />_ <br />O <br />`o <br />II <br />ICED <br />( <br />1 <br />7 { <br />• <br />r <br />0 <br />1 -7 1 /4' 1 — — <br />I co <br />r <br />q <br />,9 <br />A <br />S3 <br />TYP. <br />U.N.O. <br />I <br />I INDICATES FILLED CELL <br />I W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM <br />W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL <br />@ ALL PLACES SHOWN <br />HOOKED FTG. DOWELS ;- <br />{ 17" EMBEDMENT W/ 25" M <br />d <br />EXT. ABOVE SLAB N <br />"GRADE 40 STEEL" <br />zo <br />0 <br />ih <br />0 <br />F, <br />1 <br />-`•- <br />•r•'-'; <br />-.-,—#5 <br />CONT REINF. <br />-;` <br />•• <br />�•' <br />SEE FND. FOR <br />' ; <br />' ' <br />QUANTITY <br />•, <br />�,,; <br />. <br />', :�•�' <br />#5 X 25" X 25" <br />.. - <br />-.-• �" . • <br />; • <br />CORNER BAR ONE <br />..�" <br />�� - <br />. • <br />`•� <br />FOR EA. HORIZ. <br />REBAR,TYP. <br />•-•-' <br />•"•::,�";: �.;�_• <br />.:: '.':' ;:::, <br />;::.�• <br />�. <br />U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/2"=1'-0" <br />5'-10 fli.e. <br />U') o <br />U r O <br />I <br />— — — C.J. — — —-- — • <br />i <br />I I I <br />i • <br />6-11 11 " 3' 5 7/8" 7'-8 1/4" <br />T 1 Cj <br />M <br />� r <br />C <br />1I 1 • <br />II I A <br />I I I S3 <br />• i CONDENSATE LINE I I III I TYP. <br />C.J. I I i • U.N.O. <br />{ I <br />--�---------- ----— — — — — — — — — — — 22 <br />7 <br />_-------- <br />_ Vn r <br />N i <br />{ I 4" K <br />2'-0 1�8" 2'-10 9/16" 2'4" I STEP S3 � .H. ( • <br />DOWN <br />_ zo MIN. I o <br />3'41 <br />o PROVIDE 1/2" x 9" S3 { <br />RECE S FORFRT. DOOR 1 o i BUILDER TO PROVIDL <br />1 a APPLIANCE PROTECTION <br />• I { WHEN REQUIRED PER FBI • <br />G 1 <br />1 S3eF- <br />S3 r I { <br />T— <br />4' j I N N I <br />r Til • TOP OF CONC./ 1 • <br />a-' I I PAVER TO BE 4" <br />• I I I o_ BELOW FIN. FLR. (2) #5 VERTICALS <br />- I I W/IN FILLED CELL 1 <br />1 { o (2) #5 VERTICALS <br />/RE:CCESS <br />W/IN FILLED CE L •( J 4 "SEE S-3 FOR S3 <br />TYP. A I I L I I S3 _g RECCESS OPT."U.N.O. S3 ES-3FOR lkr----------8H <br />S3 I OPT." <br />4'-4" <br />7'-Orr <br />15'-4" <br />4'-1" <br />5'-4" <br />2'-0" <br />50'-0" <br />16' <br />29'-4" <br />2'-0" 1 8'-0" 11'-4rr <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 />zo <br />CD <br />0 <br />r 00 <br />N <br />0 <br />r <br />19 <br />M <br />00 <br />d' <br />v <br />tf') <br />0 <br />F- <br />SCALE: %4'=1'-0" <br />7c� M <br />O <br />— o <br />z <br />Q <br />CD <br />Q) <br />crs <br />4-J Lu <br />O <br />E <br />Ln � <br />oa <br />t— LU <br />E <br />O <br />0 M <br />�� M <br />N <br />® U <br />_ <br />C <br />w�-00 <br />Ua <br />f� <br />Sao <br />.2 <br />Q 0. <br />O ::. , <br />QCL <br />O <br />A ' <br />N,C , D,C <br />Y <br />�dr <br />dx <br />r <br />N � <br />rvw,y cqw <br />- . <br />a <br />ZLL <br />, �o� <br />a <br />yaz <br />Qt'� <br />j5N �, .mod„ N m crt1 <br />(a30 <br />CO <br />Z <br />IL W �rRW <br />NQrNi� <br />0 <br />000 <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 Engineers signature and seal. <br />1 <br />O <br />Z 0 <br />O�� <br />H M O <br />M <br />Q 'O In <br />a. cn •L d' <br />LU- ' <br />rL ^ <br />Ce0Q00 <br />Q 00 <br />� <br />Z <br />W <br />J � <br />d' <br />J <br />0 z <br />LLO <br />L, zUj G� <br />U1-V)00 <br />Oz� zQU <br />zQa°a¢ <br />z <br />r�zz <br />0gW�-j <br />aU�O� <br />in � Uo <br />O = OR W N <br />~OZO <br />O02 <br />Lu = W <br />J <br />Ln <br />�\ <br />� <br />ri <br />CL <br />I— z <br />uj F- <br />�cc <br />Q <br />p�W2 <br />zWz <br />i <br />ti <br />z <br />uo0 <br />�••� LU <br />` v O <br />qRr� o <br />1 _ <br />c) <br />w0U-ZCL <br />ice/ <br />O <br />L / <br />J Q <br />CL Y <br />Z <br />LL Z <br />rL <br />LU <br />Z 0 <br />a <br />z <br />LL <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />100 <br />JOB NO: 17-1799 <br />SHEET NO. <br />5 <br />