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W.W,M. PLACED IN 1/8" SAWCUT 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 />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=1'-V <br />SEE FLOOR PLAN <br />FOR BRIG. WALL 11� <br />' • r <br />• • <br />#5 CONT REINF. <br />�V, <br />SEE FND. FOR <br />• ' ' ' ' <br />�•' <br />QUANTITY <br />#5X25RX25N <br />', : ' ;, '. " ', :�� ; :.� ' <br />; • <br />CORNER BAR ONE <br />• <br />FOR EA HORIZ. <br />•,; ; �. ;: ; _ •,; ; i • , ; .. <br />�r <br />REBAR, TYP. U.N.O. <br />.r,;..r,;..le,,,.r,;..�,;..le, <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 11/2'=1'-O' <br />JF. SEE PLAN <br />(3) #5 REBAR <br />STEP DOWN BRG. 2 STY. 1 <br />SCALE: N.T.S. <br />REF: EXTERIOR 1, U, REINF. SEE <br />SLAB PLAN <br />F.F. <br />So ; <br />a 20' (3) #5 <br />REBAR <br />24" CONT. <br />2-STORY FTG . 2 <br />SCALE: 1/2" =1'-0" <br />50'-0" <br />8'-0" 42'-0" <br />12'41 18'-0" <br />2'-6" x 2'-6" x V-0" W/ (3) <br />#5's E.W. TYP. AT <br />LANAI. <br />ap <br />-� 0 0 <br />I tJ N to <br />i- <br />6'-8" 3 0'+ 8'-10" 3J 3'-10" X-01' 8'-10" <br />(2) #5 VERTICALS (2) #5 VERTICALS <br />W/IN FILLED CELL W/IN FILLED CELL <br />'-6" x 2'-6" x V-0" 2'-6" x 2'-6" x V-0" <br />—IN <br />HB W/ (3) #5's E.W. 004 W/ (3) #5's E.W. <br />• • <br />AC PAD <br />PROVIDE 1-1/2" RECESS M <br />FOR JSGD DOOR. REFER TO S3 <br />MASON'S SCOPE FOR <br />TIC <br />I WID H <br />PAD I 1 <br />1 1 <br />'I <br />0'-0" ELEV. <br />co FIN CONC. SLAB <br />Cer�i t <br />.I <br />I <br />GG <br />S3 <br />• <br />n <br />M <br />14'-11" I 6'4„ <br />1 <br />'v <br />GG I <br />• I S3 <br />c e <br />O T - <br />T 1 / <br />M I r <br />0'-0" ELEV. <br />• I I I <br />J I <br />S6 GG <br />12'-0" <br />L <br />S3 <br />v TYP. <br />I3'-4" T-10" 5'-8" <br />4" STEP 2 <br />DOWN <br />MIN. <br />UU � <br />I <br />I <br />T-7" <br />I <br />N I <br />o _ C.J. <br />3-1/2" MIN. 3000 PSI CONC. SLAB I <br />FOR HERNANDO COUNTY ONLY <br />3-1/2" MIN. 2500 PSI CONC. SLAB OVER <br />6 MIL VISQUEEN VAPOR BARRIER Jam16-0" 2'1-6" <br />3'-0" x Y-0" x V-0" <br />W/ (3) #5's E.W. <br />T <br />P @ I S3 I I TOP OF CONCJ P4VER TO BE <br />N CID 2 STORY T- ' 2'-10" 6'-5" I I 4 BELOW FIN. FLR. <br />r` U.N.O. <br />2'-6" x 2'-6" x V-0" _ — RECESS FOR IRT, DOOR <br />W/ (3) #5's E.W. • - <br />- — <br />II <br />� = <br />= T � <br />N III <br />c7 (o <br />/ X-0" x X-O" x 1' 0" W/ (4) <br />5's E.W. <br />N --- — <br />il <br />• <br />7'-6" — — A"STEP — — — — <br />o C OWN <br />ih S3 1 N. <br />0 <br />Lo 3'-6" x 3'-6" x 1'-0" <br />-8„ry @ FOUNDATION w/ (4) #5's E.W. <br />er <br />CV <br />6_ <br />N <br />ih <br />v <br />ONLY <br />• <br />I zz LL <br />(2) #5 VERTICALS <br />I W/IN FILLED CELL <br />° LU <br />J <br />Ix a x M <br />"SEE S-3 FOR <br />S3 <br />O W <br />d <br />RECESS OPT." <br />C.J. — <br />• <br />W¢_ <br />�JW <br />a= <br />I <br />m a <br />-4" <br />_811 I <br />_ <br />I <br />. <br />I � N <br />� I <br />z <br />O_ <br />t (2) #5 VERTICAL: <br />O <br />W/IN FILLED CELL <br />N <br />• <br />• cri C.J. — — <br />O z <br />�000 <br />I o I <br />. ' T <br />A <br />S3 <br />� P @ <br />1 STORY <br />U.N.O. <br />• <br />3'-1011 <br />6'-11" <br />4'-0" <br />rim <br />4 <br />0 <br />r` <br />co <br />to <br />STACK <br />PLUMB. <br />S6 <br />STACK <br />GG <br />• <br />O <br />S3 iv <br />I <br />TYP. @ <br />2 STORY <br />U.N.O. <br />—M <br />iv <br />I <br />M <br />I <br />N <br />2V-11" <br />I <br />• <br />_ <br />`4 <br />�j <br />C.J. <br />� <br />— <br />INDICATES FILLED CELL w/3000 PSI CONC. <br />N <br />LO <br />GROUT FROM FTR. TO BEAM w/ 1#5 REBAR <br />VERT. ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. DOWELS <br />17" EMBEDMENT W/ 25" EXT. <br />ABOVE SLAB "GRADE 40 STEEL" <br />_ <br />• <br />�11 <br />HB <br />01 <br />I <br />2 <br />e <br />I I <br />OP <br />S3 <br />2'- ' <br />V-9" <br />TYP, <br />5'-2" <br />1- 9- <br />1'4" <br />T-1" <br />X-10" <br />4'-5" <br />v <br />1 <br />I <br />�z <br />o 1= <br />I- O <br />1?0 <br />T <br />J <br />S3 <br />"SEE S-3 FOR <br />RECESS OPT." <br />(2) #5 VERTICALS <br />— W/IN FILLED CELL — <br />0 <br />5'-0" T-4" 3'-10" 11-811 <br />21'-4" 71-411 <br />50'-0" <br />1-01 "-2'-6" x 2'-6" x 1'-0" W/ (3) <br />if #5's E.W. <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 />8'-811 12'-$11 Elev-A,BC_ <br />SCALE: 4 "=V-0" <br />CD <br />z� <br />z� <br />Q <br />J <br />V) 0 <br />W <br />cn <br />4--J w <br />(D(0 <br />U — <br />O c <br />Vi = <br />125 <br />E <br />o <br />~ <br />U <br />m f, <br />m� <br />_. W <br />_ <br />W <br />c M M <br />°UM <br />-r <br />C <br />� g <br />Q <br />�, c <br />A ' <br />N <br />• <br />N a C 'AR <br />d <br />r\ '' <br />( <br />�W CL <br />. <br />LL <br />fir//til;rliC%11 <br />©�❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z N <br />OWN <br />� M O <br />M <br />a� MLn <br />a •� d' <br />aaU� <br />rL ^ <br />a <br />E00 <br />W <br />Z <br />J � <br />d' <br />f <br />O <br />zce <br />LL <br />wz <br />�to <br />F- (.n00 <br />$Q Id <br />i�zzl-z <br />M <br />ri <br />8 LLI e04 <br />z® <br />M <br />0 <br />W� <br />LP) <br />N <br />N <br />LA <br />Z <br />°3 <br />Ce <br />G1�� <br />�0 <br />66 <br />Z <br />Z <br />a <br />W?oho <br />" <br />1 Z <br />F Uj <br />V / <br />co <br />1 <br />T-4 Q <br />ssW <br />o <br />MZ <br />O z <br />P <br />Z <br />.. <br />.. ::) <br />O <br />Zll� <br />J <br />a U- <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />