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- I I I_ I , 1" 1 I M14fi ' I it l j i 1 I I _ 11 <br />W.W.M. PLACED IN 118" 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 />LU <br />. Uj Z <br />W <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />'• <br />•r �. • <br />#5 CONT REINF. <br />SEE FND, FOR <br />•' <br />QUANTITY <br />#5 X 25" X 25" <br />; <br />": _ <br />CORNER BAR ONE <br />"� ' <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />' ' <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/7=1A" <br />SEE FLOOR PLAN <br />FOR BRG. WALL II <br />JF. SEE PLAN <br />`" ---- (3) #5 REBAR <br />STEP DOWN BRG. 2 STY. <br />SCALE: N.T.S. <br />REF: EXTERIOR REINF. SEE <br />SLAB PLAN <br />. a 5 <br />cli <br />04 <br />20" (3) #5 <br />REBAR <br />24" CONT. <br />2-STORY FTG . 2 <br />SCALE: 1/2" = V-0" <br />1. <br />I <br />00 <br />N <br />0 <br />f_ <br />A <br />48'-8" <br />8'-8" V-4" 11'-6" 11'-6" 14'-4" <br />4'-7" 5'-2" 4'-7" <br />2-6" x 2'-6" x V-0" L 2'-6" x 2'-6" x V-0" TYP. @ J <br />W/ (3) #5's E.W. S3 W/ (3) #51s E.W. 2 STORY S6 <br />TYP. HB t U.N.O. <br />N-- - - - - - - - - - - - - - - - - - - - - - - • • • • <br />13- <br />0 (2) #5 VERTICALS I _ I M PROVIDE 1-1/2" RECESS I I o I0 W/IN FILLED CELL m S3 <br />FOR SGD DOOR. REFER I i` <br />I 7 -0 6 -10 8 -10 3 -0 I TO MASON'S SCOPE <br />I 2 T-0" x T-O" x V-0" 4" STEP FOR WIDTH I I <br />W/ (4) #5's E.W. DOWN C? <br />MIN. r C.J. - <br />r - - - - - - - - - - - - - - - - - - - - - T-0"x3 0"xV-0" <br />q INDICATES FILLED CELL W/30 0 PSI PROVIDE 1-1/2" RECESS M T-0" x T-0" x V-0" <br />FD 2'-6" x 2'-6" x 1'-0" I CO <br />CONC. GROUT FROM FTR. TO EAM FOR SGD DOOR. REFER S3 W/ (4) #5's E.W. fl W/ (3) #5's E. <br />W/ 1#5 REBAR VERT. ABOVE SLAB. TO MASON'S SCOPE I I I IIr�� <br />TYPICAL @ ALL PLACES SHOWN FOR WIDTH <br />HOOKED FTG. DOWELS 17" I I I III (7 II I <br />EMBEDMENT W/ 25' EXT. I I I ILL= -I • <br />ABOVE SLAB "GRADE 40 STEEL" 8'_10" I I <br />I I <br />I 0'-0" ELEV. i i LjL 00 <br />FIN CONC. SLAB I I C J I I <br />I I <br />• I I 3-1/2" MIN. 3000 PSI CONC. SLAB 6'-11" <br />I FOR HERNANDO COUNTY ONLY ICEMAKER LINE: GG <br />o I <br />I GG 3-1/2" MIN. 2500 PSI CONC. SLAB OVER S3 <br />6 MIL VISQUEEN VAPOR BARRIER - - - <br />L----------�—-------- I I --- <br />I <br />F_----------1 _ •----------- 1 7'-0" I I 3'-6" 10'-0" I Fh <br />I i 1 <br />r � I <br />• I I� I I I I I J <br />YYSI <br />S6IIIM in <br />io I r 2 STORY <br />T TYP. @ I I I N S3 <br />Z Cr M 2 STORY I _ I I -� I I GG i. U.N.O. <br />o (n U.N.O. I -��', I <br />I I <br />Ii N _ C.J. <br />1-STORY <br />FOOTING I I I I 1 <br />I I <br />o I SIM. @ I I • <br />I FOUNDATION G I I L-- — <br />I <br />ss I Ij I I I <br />n4'-4 ONLY 16'-4" T-2" I _ I L- 20'-6" I o <br />r <br />I I 3'-O" x T-0" x V-0" <br />L �J ------ --- ----- -- I W/ (4) #5's E.W. I I <br />• • i • <br />O f I T <br />STEP <br />T-O" x T-O" x V-0" 1 , 1 I <br />I DOWN 4' TOP OF CONCJ PAVER TO BE <br />W/ (4) #5's E.W. I " 1 9 <br />I 3'-8" � MIN. I � 4 BELOWFIN.FLR. I o <br />PROVIDE 1/2" x 9" <br />BUILDER TO PROVIDE RECESS FOR FRT. DOOR <br />APPLIANCE PROTECTION I - - - - - - - - - - - - - - - <br />WHEN REQUIRED PER FBC <br />Im <br />;;t I TYP. @ <br />SINGLE I I <br />STORY <br />A <br />S3 I (2) #5 VERTICALS <br />W/IN FILLED CELL <br />r I J I <br />I "SEE S-3 FOR S3 <br />HitH RECESS OPT." <br />• <br />4'-0" x 4'-0" x V-0" <br />W/ (5) #5's E.W. <br />8'-0" <br />-4n <br />I I <br />-1 C.J. C7 -1 '-0= [ � <br />4'-0" I 5'-0" 7-0" 3,-0„ <br />N O U) I a L <br />N OL N o S3 YP. <br />1 z14 <br />o ---- <br />0 1­- <br />OU) I -�� 2'-6" x 2'-6" x V-0" <br />L W/ (3) #5's E.W. <br />(2) #5 V RTICALS 2'-6" x 2'-6" x I <br />W/IN FILED CELL W/ (3) #51s E. V. <br />J <br />S3 A <br />"SEE S-3 FOR -8" S3 <br />RECESS OPT." <br />- — — — — — — — — — — — — — — — — <br />00 <br />(V <br />61 <br />_ <br />'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />2'-O" 1 16-0" 1 V-4" I 6-2" 11'-4" 1 12'-6" <br />48'-8" <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 />10 <br />a <br />co <br />FOUNDATION PLAN AB <br />SCALE: Y4'=1'-0" <br />000 <br />Z o <br />Z <br />Q <br />J <br />a. <br />z <br />cn/), c� <br />W � <br />W <br />'U O w — <br />N <br />oCO <br />0 <br />flu C) <br />Fa`— ~ <br />co <br />L U <br />— U <br />a� <br />c M cM <br />TN <br />O 00 <br />y <br />d) <br />O CO <br />Ua�i <br />_xLo <br />ono <br />O <br />Q M <br />CL <br />Q O <br />A' <br />OD" <br />N C a D C <br />r' <br />> o 0 <br />ci r- g�o z <br />q o* <br />Z u- z <br />Nan <br />�'....cv,c� O- w ♦i Q L IL 0 , 0 <br />y t- <br />..•\ CA <br />.. <br />W <br />.a Cl) .. �.o� <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 />O <br />Z NO <br />O r� <br />>�co <br />M <br />Q 0 Ln <br />L U_ Ln <br />r <br />Q .ro <br />CY U a 00 <br />a <br />�� <br />z� <br />WJ <br />� <br />C:) <br />ko <br />oz <br />DOLL0 <br />z <br />wmzz5CL <br />v�2<:L, 0 <br />a U <br />zyz <br />Z}<U�< <br />��ZW�Z <br />15 ¢g gL1Jd'J <br />a N .8 o <br />840 <br />2 O S W N <br />O <br />rn <br />F LL0z u0 <br />LAW <br />J <br />O <br />Ln <br />itV <br />fV <br />Lf) <br />Z <br />J <br />w 0 3 <br />CNcY�OC <br />< <br />w0o02 <br />O <br />Q <br />J <br />u <br />0u <br />Z <br />w <br />zp,fzZ <br />L <br />Uj <br />L.L. <br />Z <br />wwpZ�O <br />a�gQU6¢ <br />O <br />2 >- 9' 82 <br />_ <br />�— <br />Wwou_za <br />o <br />:�QS <br />N a 2 LL o <br />O <br />CDT� <br />Q <br />j LU <br />J cL <br />a Q� � <br />o <br />M Z <br />L� <br />LLJ <br />z:5 <br />F_ <br />Z O <br />LL <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO, <br />1525 <br />JOB NO: 17-5172 <br />SHEET NO. <br />8 <br />