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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1!4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN <br />V 111 J <br />W <br />CONTROL JOINT DETAIL <br />•�. <br />�:= v • <br />#5 CONT REINF. <br />• <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />".-::"7-7 �' .:,�".- <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />_•" :,�";: �•;:_.v <br />-•_ <br />`r <br />REBAR,TYP. <br />' <br />:;:.: • <br />�r- <br />U.N.O. <br />TYP. CORNER <br />BAR <br />PLAN DETAIL <br />SCALE: 1112"=1'-0" <br />i0 <br />LO <br />OP <br />00 <br />I <br />zo <br />A <br />S3 <br />0? TYP. <br />Zo U.N.O. <br />0 <br />EO <br />N <br />• <br />18'-4" 12'-8" 19'-0" <br />3'-10" 4'4" 4'4" 3'-10" 1'-0' 1'-4" 3'-10" 6'-10" T-O" <br />A TYP. <br />L S3 U.N.O. <br />S3 TYP. <br />----------------- r —— — — — <br />INDICATES FILLED I °P <br />CELL W/3000 PSI I I of I T <br />I CONC. GROUT FROM I o M C X <br />FTR. TO BEAM W/ 1#5 cJi� I I <br />REBAR VERT. ABOVE i • 9'4" 3'-4" • i �I <br />SLAB. TYPICAL @ ALL I PLACES SHOWN (2) #5 VERTICALS <br />- • F — <br />HOOKED FTG. DOWELS I I _d W/IN FILLED CELL 2'-9" 3'-3" -1"• <br />17" EMBEDMENT W/ 25" I 4" STEP I S3 <br />EXT. ABOVE SLAB CJ I DOWN MIN. CJ c� <br />S3=EELI I I <br />RADE-40" — — — — — —{— <br />•�— — — I <br />----- -- -- GG <br />I I <br />M I S3 <br />S3 PROVIDE 1-1/2" RECESS <br />FOR SGD DOOR. REFER <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 />0 <br />N <br />co <br />TO MASON'S SCOPE I ( • <br />FOR WIDTH N <br />o I I o <br />ch <br />I ,.I I • <br />12'-6" <br />3%2' MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUNTY ONLY <br />3%2' MIN. 2500 PSI CONC. SLAB OVER I n <br />6 MIL VISQUEEN VAPOR BARRIER <br />— — — � I — C.J. — — — • <br />- <br />I II L`JII I I M <br />I I II r`�II I I I <br />I I LL=—J I I • <br />I II � I I GG <br />0'-0" ELEV. U r <br />FIN CONC. SLAB <br />S3 <br />I <br />o <br />I I <br />I <br />11'-1" I I <br />I <br />'-0" <br />2'-8" 2'-11" <br />PROVIDE LINE <br />I I <br />C = - _— _— — — �_ • <br />FOR ICE MAKER <br />+ <br />0 <br />II <br />I <br />o <br />8'-2" <br />I 12'-6" III III <br />II <br />I <br />q <br />C.0 <br />o <br />, <br />C11 <br />-- <br />L2'-0° x 2'-0" x V-0" <br />J <br />I I <br />I <br />W/ (3) #5's E.W. <br />I • <br />— — C.J. — <br />— <br />— — --� <br />— — <br />I <br />A <br />I <br />S3 <br />I <br />TYP. <br />zo <br />L <br />S3 <br />I <br />U.N.O. <br />0 <br />I = i <br />I • <br />60 <br />@ FOUNDATION K I - 1 <br />T ONLY S3 _ I C) <br />_ I co <br />I I , <br />• I I �1--------------- <br />- ----- ------I—• <br />I <br />l W.H. / i 4' 4n o <br />STEP <br />A PROVIDE 1/2" x 9" I DOWN Y I S3 <br />S3 RIECESS FOR FRT. DOOR C MIN. <br />I TYP. I S3 @FOUNDATION • <br />— — U.N.O. ONLY <br />L-- — -----— — — — — — — — — — — — — — <br />FOUNDATION <br />• • • • • I ONLY I a I o <br />I _4„ I o I I <br />'" ' 3-85' 6'-10' " ' „ " 4-024 <br />I " I <br />2'-6" x 2'-6" x 1'-0" o C.J. — — — — <br />—' j 2'-6" x 2'-6" x V-O" — <br />W/ (3) #5's E.W. Tn W/ (3) #5's E.W. <br />zI I — 00 <br />— — — — — — — — — — <br />------ - <br />TOP OF CONC./ �i <br />PAVER TO BE 4" <br />S3 BELOW FIN. FLR. <br />TYP. I <br />• I <br />I J <br />SEE S-3 FORI <br />S3 <br />RECESS OPT " <br />• • <br />1'-4" 9'-8" 1'4" 9'-8" 1 -4" <br />50'-0" <br />(2) #5 ERTICALS <br />W/IN FILLED CELL <br />J <br />S3 <br />— — — — "SENFOR <br />REC <br />15'-4" <br />co <br />• <br />0 <br />F- <br />901 <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />U <br />zM <br />z <br />Q <br />J <br />Z <br />W <br />c„ <br />4--j W <br />U — <br />O Lu Lu <br />(n � <br />12 <br />E <br />o Cl) <br />F— <br />U <br />m � <br />a) rN) <br />W � <br />F— <br />— U <br />C f0 M <br />N O M <br />0 <br />_ N <br />.20 <br />- L L 00 <br />.rao <br />C)( <br />7 <br /><Crn4 <br /><6 <br />J. <br />A 1 <br />Do <br />g.x. <br />�aA. <br />vn. <br />N N �z <br />°°`�, <br />J <br />�z W_8ag <br />MAL <br />LU - " " <br />LU a <br />.w <br />•°_� <br />z O W Y;"�. <br />NJ <br />Oa <br />5 - ^` . t/ .r R <br />Ltn�--m <br />W a � <br />dM <br />-' o <br />brnaN <br />N P? <br />0 (5 <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 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 />0 <br />Z N <br />O a-J <br />H Lr) M O <br />M <br />Q � O Ln <br />a) <br />2: L <br />Q L U- <br />z <br />0000 <br />E <br />z <br />W <br />J � <br />V- <br />wUj <br />LU Z <br />CC <br />Uj ZWGiY <br />o>.z<0 <br />zQQUQ¢ <br />zz <br />=x4L <br />g W J <br />US 8 <br />8 LU N <br />OZO <br />0 <br />v- <br />; J <br />0 <br />Ln <br />N <br />to <br />Z <br />w��� <br />� � Y O' <br />e-' <br />OO <br />0 <br />Q <br />Q <br />U <br />1 <br />o0W� <br />� <br />Z <br />� 0—zO.f��z <br />° <br />i <br />z <br />LU <br />z <br />�UJ000 <br />O <br />18w1—� <br />0 <br />V: <br />{{��,,�J W tL d <br />= a� Q <br />o <br />0 <br />0 <br />0 <br />O <br />oN <br />Z <br />Z <br />.. <br />.. 0 <br />LU <br />�.- <br />z O <br />g <br />z <br />u_ <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />3.05 <br />JOB NO: 17-4138 <br />SHEET NO. <br />5 <br />-- <br />-__.—r .I III'L.I, I I i,i T11.T6;ii �-:Ini. 6' <br />