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W.W.M. PLACED IN <br />1/8" SAWC LIT x 1/4 <br />UPPER 1/3 OF SLAB <br />SLAB THICKNESS <br />OR FIBERMESH <br />WHERE SHOWN ON <br />REINF. SEE PLAN, <br />FOUNDATION PLAN <br />Li -, .. LU <br />x Uj <br />co <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1 1/7=14" <br />#5 CONT REINF. <br />SEE FND. FOR <br />.!v <br />QUANTITY <br />77-7-77., 7.11 <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />; -;p <br />FOR EA. HORIZ. <br />REBAR, TYP. U,N.O. <br />v <br />"I., <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 1/2"=IA" <br />SEE FLOOR PLAN <br />FOR BRG. WALL I ".\ <br />41F. SEE PLAN <br />(3) #5 REBAR <br />STEP DOWN ERG. (2 STY.) <br />SCALE: N.T.S. <br />REF: EXTERIOR REINF. SEE <br />SLAB PLAN <br />F.F. <br />co <br />S&. <br />cN <br />20" (3) #5 <br />oe REBAR <br />CONT. <br />2411 00, <br />2-s-rORY FTG. ,-"* �2 <br />SCALE: 1/2" 1'-0" <br />o L4 0 <br />EIL. U- <br />00 <br />Ln <br />In <br />OP <br />60 <br />14'41 <br />41-7 6-2" <br />4--7 <br />11 0-6" <br />481-811 <br />1 1-6" <br />TYP. @ -2 -6" x 2'-6" x V-011 L <br />2 STORY W/ (3) #5's E.W. P YS3 <br />HB <br />U.N.O. 7'�7� <br />+ TY . <br />-- — — — — — — — — <br />— — — — — — — — — — — <br />r------- <br />U.1 <br />PROVIDE 1-1/2" RECESS - — - (2) #5 VIERTIC;A <br />1 1 - LS <br />9 W/IN FILLED ELL <br />F- FOR SGD DOOR. REFER CD Cj <br />- CID T-O" 8'-10" 6-10" 7-0" <br />TO MASON'S SCOPE <br />FOR WIDTH 4" STE 31-011 x 3'-0" x i I-Onod. <br />C? DOWN W/ (4) #5's E.W. <br />C.i. MIN. <br />T-O" x 3'-p" x V-13" - — — — — — — — — — — — — — — — — — — — — --- <br />W/ (4) #5 s E.W. <br />C? 2'-6" x 2'-6" x 1'-0" T-13" X T-O" X 1 '-0" PROVIDE 1-1/2" RECESS INDIdATES FILLED CELL W/3000 PSI <br />%A/ (3) #5's E.W 77-11 W/ (4) #5's E.W. FOR SGID DOOR. REFER CONP. GROUT FROM FTR. TO BIEAM <br />Fr - <br />TO MASON'S SCOPE W/ 1#5 REBAR VERT. ABOVE SLAB. <br />_j <br />!k FOR WIDTH TYPI DAL @ ALL PLACES SHOWN <br />HOO (ED FTG. DOWELS 171v <br />14 EMBIEDMENT W/ 25" EXT. <br />ABO'-/E SLAB "GRADE 40 STEEL" <br />L -J <br />OP U OL 0'-0" ELEV. <br />8--10" <br />It '-r FIN CONC. SLAB <br />C.j. <br />3 1 /2" MIN. 3000 PSI CONC. SLAB <br />- GG qEMAKER LINE FOR HERNANDO COUNTY ONLY <br />9 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER GG <br />;;T <br />6 MIL VISQUEEN VAPOR BARRIER S3 <br />-1 <br />L - — — — — — — — — — — — — - <br />----- --- <br />F <br />101-91 T-15" 7-0" L - - - - - - - - - <br />r i <br />\, �S6 <br />TYP. @ C? o <br />2STORY rG G <br />U.N.O. �3 <br />LO <br />cf) <br />9 <br />r20--6'1 <br />1 <br />9 <br />T-O" X T-O" X 1 '-0"----/ <br />W/ (4) #5's E.W. <br />TOP OF CONC.1 PAVER TO BE <br />9 <br />4" BELOW FIN. FLR. <br />PROVIDE 1/2" x 9" <br />RECESS FOR FRT. DOOR <br />L- - - - - - - - <br />- -- <br />- - <br />- - - - - - - - - - - <br />T-O" <br />7-01' <br />6-0" <br />4'-0" <br />7*� <br />LU <br />�3 <br />a- I <br />0 <br />-.1 <br />2'-6" x 2'-6" x V-011 <br />W/ (3) #5's E.W. <br />21-611 x 2'-6" x l';t <br />41 <br />W/ (3) #5's E.W. -3 <br />R <br />0? <br />2'-6" x 2'-6" x V-01! <br />W/ (3) #5's E.W. <br />12'-6" 1 V-4" 1 6-21' <br />V-4-1 <br />14-4- <br />Q <br />0 <br />TYP. @ <br />2STORY <br />9 1 1 U.N.O. <br />In <br />C.j. <br />Sim, @ <br />L FOUNDATION <br />ONLY <br />-- -1 1 <br />T-2" 16-4 <br />17 71 F <br />L J <br />L- - - - - - - - - - - - -- - - - - - - <br />. . ..... <br />-4 <br />8'-8" <br />2'-6" x 2'-6" X 1'-0" <br />W/ (3) #5's E.W. <br />cr <br />0 Z <br />8 <br />CD <br />a 0 <br />C14 U- <br />1 4TOR <br />'-4" <br />41' <br />9 <br />STEP W.H. <br />DOWN <br />31-01' x T-01" x 1'-0" <br />-4" <br />VVI (4) #5's E.W. <br />MIN. 0 <br />T-811 <br />I BUILDER TO PROVIDE <br />- APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC <br />T-0 <br />W1 <br />-8- <br />0 C.j. <br />CF <br />U) 0 <br />1 0 <br />C14 U- <br />1 l4f' <br />48'-8" <br />C14 <br />-1 <br />— <br />04 <br />(2) #5 VERTICALS <br />W/IN FIL ED CELL <br />81- S3 <br />"SEE S-3 FOR <br />TR�ECESS OPT." <br />- - - - - - - - - - - - <br />i I M in <br />FOOTING <br />TYP. @ <br />SINGLE <br />STORY <br />/* A� <br />(2) #5 VERTICALS <br />W/IN FILLED CELL <br />S3 ,SEE S-3 FOR I <br />1113 <br />RECESS OPT." <br />- - - - - - - - <br />\-4'-O" X 4'-0" X V-0" <br />W/ (5) #5's E.W. <br />2--0" 8'-Ovv <br />09 <br />rn <br />00 <br />CN <br />OP <br />9 <br />F- <br />C9 <br />aD <br />LO <br />NOTE: <br />a 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 />11-41- <br />FOUNDATION PLAN A,B <br />SCALE: X"=V-0" <br />(D !9 <br />z Ce) <br />z (0 <br />z <br />< <br />-j <br />z <br />V) 0 <br />Uj <br />C) <br />U <br />0 <br />E <br />U1) <br />un I.- <br />0 <br />00 <br />U <br />E <br />8 <br />,--a -100 cm, <br />6 *ro- N <br />C, <br />0 <br />=0 <br />0 <br />U- W <br />CL 0 <br />0 <br />< 0 <br />CL <br />A <br />8 D. <br />N-�-IB D-C <br />A <br />co <br />%tv <br />A04 <br />c, <br />i 'o <br />f <br />LL <br />LU <br />at <br />o <br />< a. <br />I(N <br />Z r- cq OCA\�- 6 <br />19 <br />.,e !E <br />04 <br />49 d F <br />I III%% <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 />C) <br />z r*4 <br />0 <br />1-4 <br />Ln— C:) <br />M Ln <br />Ln q- <br />US N <br />W --h, Ln <br />L- U- <br />F- c>L <br />10� U CL <br />00 <br />z E <br />LLJ c) <br />-1 0 <br />z <br />LU u- 2 <br />Lu z <br />u, . <br />t) � R, 0 0 <br />pz>- z <0 <br />0 z 8 <br />Z. l.- zz <br />.0 b -,: W, <br />CL U 8 kn <br />C) <br />T LU <br />a. 0 z <br />z <br />uj <br />Ln <br />Lr) <br />z <br />ui 0;� <br />0`1 OZ <br />< <br />uj <br />ro- 8", <br />Z <br />CL <br />z cme Q <br />LL, <br />z <br />Uj <br />z <br />Lu 0 <br />ti <z <br />=> <br />00 <br />Uj U- z <br /><, <W= r<- Zo <br /><z <br />C:> <br />0 <br />uj LU <br />x <br />C) <br />z <br />��-E <br />LL <br />z <br />.. <br />-I <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: ERAND <br />VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEET NO. <br />8 <br />z' <br />