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SECTION <br />5" SLAB W/ #3 <br />BARS @ 48" O.C. <br />E.W. <br />Ac <br />. ad. a .. <br />a.a <br />(2) #5's CONT. @ <br />-- BASE & (1) #5 CONT. <br />@ TOP W/ #3 TIES <br />8" 1,4„ 8" @ 48" O.C. <br />a� <br />T <br />2'-6° x Z-6 x V-W <br />w/ (3) #5 E.W. <br />C? <br />CD <br />M <br />0 <br />ip <br />0 <br />M <br />v <br />M <br />SYMETRICAL <br />13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" <br />3'-8" T-0" T-0" I T-8" T-0" 3'4" 3'4" T-0" T-8" <br />t I I I I I 1 I t <br />t ■ ■ ■ // T \\ ■ ■ ■ <br />r-5 x 2' 6" x 1'-0" / 2'-17 x 2'-V x V-0" <br />■ I w/ (3) #5 E.W. / \ wl (3) #5 E.W. <br />iI T <br />II (2)#5VERTICALS $l $ <br />o I I I WIIN FILLED CELL <br />II ■ � / I \ ■ <br />T (2) #5 VERTICALS // \\ PROVIDE I Y? RECESS FOR (2)#5VERTICALS <br />I WIIN FILLED CELL WI N FILLED CELL <br />■ _ // \\ DOOR. REFER TO MASON'S <br />PVC A/C CHASE CO SCOPE FOR WIDTH W <br />WI #5 VERTICALS '� ( // \ <br />W/INFILLEDCELL i i 2'-6" 8'-a' -2' \\ -2" <'> 2' 6" <br />00 <br />12'4" 8'-8" - 1'4" C.J. I— _ _ — -------- ---- <br />310 �— C° // \\ <br />■ ■ ii-- t— l <br />W-- - - - - -T /T------- ---- --T\` r--------- - <br />■ fi fi --III-----T-T- ' ---- 3 I I// \\\I S - <br />--------- <br />M 1 c II I I 1/ 1 \�\ 1 <br />S3 11 I L-1 // L 1 \\ 0'-0" ELEV. L-1 <br />t I <br />TYP. @ I I 1 FIN CONC. SLAB <br />GRADE #3 BAR 48" O.C. Mw \\ <br />■ BEAM III E.W. ON YZ' TALL 1 N 1 1 \\ <br />CHAIRS 0 WIRE o #3 BAR @ 48" O.C. <br />l MESH P. U.N.O. PVC <br />CHASES /� / o �l x > PVCAICHASd\ CHAIRS NO" TALL <br />WIRE <br />#3 BAR <br />------------- <br />1 ■ N4 .0IIIMESH TYP. U.N.O. <br />E.W. O o <br />CHAIRS NO WIR <br />MESH TYP. U.N.q. - <br />I I I � M 1 1 AVA <br />0'-0" ELEV. III M 11 io 11 11 \\ <br />FIN CONC. S 13 ; o l 1 1 TYP. @ // M TYP. @ TYP. @ \\\ 1 <br />I ` i ■ 1 4- <br />GRADE 0'-0" ELEV. // GRAD GRADE \\\ 5" MIN, 2500 PSI CONC. <br />T-114 16, s4" I I 1 1 BEAM JFIN CONC. SLAB // BEAM \\ SLAB OVER 6 MIL I I <br />I M VISQUEEN VAPOR <br />BARRIER - <br />- ----------- — — — <br />-- <br />-----�- -)-- I I I��� 1 I I \\\ I I <br />■ III ``1 ----// __- \ <br />II T� - 1 --+ +- -- /T------ --- - - 1-------7\-\-----------+ + ------ <br />■ ■ C.J. - <br />.NT YSLOPE =118' BUILDER NOTE: I — // G.C. CORD. <br />P�RRLESS ALL _, CONT NIOUSOTHR UGH I I 4-9 // T/SLAB 00 \\\ <br />1I2'MAX 4 1 1 INTERSECTION P.) I I I C. CORD. 1 / BUILDER NOTE: <br />T/ sLA6� ALL REINF. TO BE <br />CONTINOUS THROUGH I I <br />�0 PRO IDE1Y"RTO MASON'S ECESSFOR <br />REFE <br />INTERSECTION (TYP.) <br />D00 . f� \ <br />SCO EFORVI7DTH <br />5" MIN. 2500 PSI CONC. <br />W 5" MIN. 2500 PSI ONC. I I 1 1 I / SLAB OVER 6 MIL <br />/ SLAB OVER 6 MIL I 1 8, 24, / VISQUEEN VAPOR \\ j <br />( VISQUEEN VAPOF6' <br />� I I -2" / BARRIER \ / \\ <br />BARRIER 1 // � / G.C. CORD. \\ <br />■ I G / G G T/ SLAB \\ <br />s3 / s3 s3 / r \ \ ,P <br />s3 r�rl� N y r6°xr-6^xr0^ �- J /rs'xrs'xra° �\ N <br />T-0" I II II r f I pia / / wl (3) #5 E.W. - 1 wl (3) #5 E.W. <br />1 / SIM. @ iv v <br />I I 3- 2 -1 1- a 9 21, <br />15'-5q"I 1'-10g1'I j WW 10'-1011 N I10'-16" <br />T-T x3'-T x 1'4' FOUNDAI�ION 15'-103 _ 15'-103 <br />■ wl 4 #5 E.W. 1 a M - a <br />O ii IONLY !_ / � �s_ _ <br />-- - -- ! I - - ------ -- - --- ----------- --- -4- -(- L <br />- — — — — in S3 \ H. / - \ O W / - <br />------1 ------ —— <br />� - 1/T / _ 7— <br />W JI - ( 1 M <br />■ 3. 1 31I2' H.W r 5'-8" 5'- " 1 I \ <br />T-11 T-9 " � ` W.H. � ( <br />I I I I I I Ss I I I I s3 <br />C C C PROVIDE 1 Y" RECESS FOR <br />11 L 1 PROVIDE 1 Yz RECESS FOR 11 11 DOOR. REFER TO MASON'S <br />5'-5 5'-94" SIM. @ DOOR.REFERTOMASON'S °iN SIM. @ I <br />TYP. @ I (FOUNDATION SCOPE FOR WIDTH �M TYP. @ TYP. @ Ty . @ SCOPE FOR WIDTH FOUNDATION <br />■ 15,_94�, GRADE 1 2 1 ,-6„ ( ONLY I� GRADE GRADE I I GR DE ONLY 110, „ <br />BEAM BEAM I I BE M <br />Ll <br />" w 1 o 'MAX. 1 1 MAX <br />N <br />1 1 C 1 TYP. @ I in LO in TYP. @ 1 1 <br />■ N TYP. @ BEAM GRADE — J L —I -1 J GRADE <br />BEAM <br />GRADE ■ ■ ■ ■ ■ ■ ■ ■ <br />11 <br />10 S3 <br />SIM. @ <br />■ FOUNDATION <br />ONLY <br />0? <br />� I I <br />W�� <br />TYP. <br />BEAM <br />J.1 <br />S3 <br />(2) #5 VERTICALS <br />WAN FILLED CELL <br />5-10° , 5'-10" 5,-5,' <br />_ L 2-4-7'-0" 2-4-2'-0" 7'-0" 2 -4" L _ <br />S3 53 <br />I I I I 1 <br />4' 0" 11' 4" 11' 4" 4' 0" L-1 <br />60 60 <br />1I I I I <br />J.1 <br />53 03 <br />(2) #5 VERTICALS (2) 45 VERTICALS <br />WIIN FILLED CELL W/IN FILLED CELL. <br />8'-0" 1'-10" . 30'-8" 1'-10" 8'-0" 1'-6" <br />SYMETRICAL <br />INT. GRADE BEAM c <br />SCALE: 1/4"=1'-0" 1 1 FOUNDATION PLAN_ <br />SCALE: 3/16"=1'-0" <br />V) <br />i <br />N <br />IC� � <br />U <br />_ 0 <br />vi C <br />tts M <br />H N <br />4 <br />E M 85 <br />c0 <br />U)C7 <br />O CNao <br />O <br />vNi � <br />C)O <br />m C3 d' U <br />r6 <br />d .J N <br />C: <br />r6 <br />FLCC,)) N <br />'0 <br />i <br />O L>i <br />Y N O <br />U0 <br />3 00 0 <br />0. CO <br />O <br />A n <br />B D® <br />. C B. DeC <br />P <br />o <br />`00 .0 1Y <br />oo <br />CIA LL <br />00 <br />P, <br />0 r- 04 gg <br />R)y <br />PR <br />g�f1/!llitlif1t11, <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />a <br />O <br />Z :2 M <br />r <br />��O <br />`k° <br />o <br />O <br />Q � (M <br />L N <br />Q) \� <br />Z <br />J <br />W <br />J O (v <br />In Q) <br />Ln V <br />WLr) <br />r-I <br />Q <br />Z <br />LU <br />o Z <br />J <br />C)G <br />w rLL <br />w co Z <br />V <br />vn0O <br />0�cW <br />Z U <br />Z r a <br />Lfi <br />Z a U x <br />ZPZ <br />M <br />t•-i <br />Z <br />LDZoaW <br />�gv Tao- <br />O <br />o0 <br />U = O w N <br />OO <br />~a0ZLU <br />rl <br />� <br />W <br />E <br />O <br />J <br />Ce <br />Q <br />C:Z <br />� <br />wR <br />a� <br />C:) <br />Lu C <br />U � z 1 <br />Q <br />CY Z <br />zC)Z <br />0 <br />J <br />Z <br />Ww <br />c7�Z00 <br />Q J JU�' <br />Q <br />ICI <br />W <br />�J 0 <br />OHO ~�a <br />�p�zas <br />DWI <br />C:)'� <br />aQ <br />Ox"o <br />w / <br />L.L <br />V <br />1 <br />Q <br />Z Q <br />-2Yw <br />Z <br />M <br />� <br />¢ CL <br />LL <br />0 <br />w <br />z <br />F- <br />0 <br />Z <br />gLL <br />1--I <br />SCALE <br />AS NOTED <br />PLOT DATE : 01 / 21 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0055-60 <br />SHEET NO. <br />11 <br />I -, -ter- - ,;1 , __.-, �> rail li... ui G, IP—. ;, � I 1 _FFF —1r --F- - I - ----F- r----T— <br />