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a - T <br />y . <br />M51 SX16 (2)-8X8 KO BLOCK T moi�.+.o <br />+14'-0" WITH 4 5 CONT T.O.B. aT.O.B. <br />M51 SXI6 (2)-8X8 KO BLOCK Associates, Inc. AA26001933 <br />IL +24'-0" WITH 4 +5 CONT.Architecture - Planning • Interior Design <br />Tp,5, 14125 N.W. 80th Ave. Suite 103 <br />Miami Lakes, FI.33016 <br />T, 786-235-9097 <br />F. 305-362-4420 <br />5/8" DENSGLASS 8" CBW Flm=1500 PSI dtiinfo@dtiarchitect.com <br />OVER 2X5 PT a 32" C/C MORTAR TYPE M <br />OVER C SX16 GA GROUT 3000 PSI (8" t0 11" SLUMP) 8" CBW F1m=1500 PSI www.dtiarchitect.com <br />MORTAR TYPE M <br />STUDS 09 GA TRUSS TYPE alb C/C TYP. <br />5/8" DENSGLASS GROUT 3000 PSI (8" t0 Ill,SLUMP) <br />% a 32" O.C.(tYPa OVER 2X8 PT a 32" C/C 05 GA TRUSS TYPE 816 C/C TYP. WITH 4 5 CON XS KO BLOCK <br />%11 411 OVER C 8XI6 GA <br />1-I/1 X 22GA GALv G90 SCUDS �� 4" (TYP.) TAI3 I <br />`I I <br />4 RE: NOTES 5-2 <br />METAL DECK 5/8a PUDDLE <br />WELDS a 6" C/C AND 012 TEKS % a 32" OZ. L 4x4x3/8 CONT. ANGLE (TYPJ <br />PL 1XI6X3/8 s 8" SIDE LAPS. WELDED t0 EACH JOIST %11 4" <br />(2) 5/80X6H8 4W (1/8" MELD x 3" LONG) 1-1/2 X 22GA GALV. G90 <br />+1T-4' METAL DECK 5/80 PUDDLE ME. X 22GA GALv. G90 <br />T.O.B. WELDS a fo" C/C AND +12 TEKS METAL DECK 5/80 PUDDLE <br />lPL IXI&X3/85/S0X6HS a 8" SIDE LAPS. PL "1X16X3/8 OLDS a 6" C/C AND M2 TEKS <br />(2) 5/8t)X6HS a S SIDE LAPS. <br />Carlos Pizarro, R.A. <br />M52 (2)-SX8 KO BLOCK +11'-411 � +>7'-4" AR - 0013079 <br />WITH 4 45 CONT. TO$. TA$. <br />L24K a 5'-0" C/C. 5 M52 (2)-SX16 KO 5LOCK Revisions: <br />RE: NOTES, 5-2 M52 (2)-8X16 KO BLOCK WITH 4 45 CONT Date Description <br />% a 31" OC. I WITH 4 5 CONT. P <br />% a 32" O.C. L 24K ® 51-O" 6/0. 5 Qj LANDLORD WORK 10/1,5/2013 <br />24K s 5'-011 C/C. B <br />RE: NOTES, 5-2 RE: NOTES, 5-2 <br />a <br />RB-1 -SX32 <br />' r , 421-011 +12 -0" <br />TO$. ILL <br />TA$. <br />M54 SX24 (3)-8X8 KO BLOCK M54 SX14 (3)-8X8 KO BLOCK <br />B.O.B. WITH 6 % CONT WITH 6 % CONT. <br />BA$. BA$. <br />� �pp <br />N M <br />rFF���1 <br />a•, � aQC <br />% a 32" O.C. 0 F; v <br />U <br />DOOR A <br />o OPENING <br />tx U <br />0 0 <br />H <br />q o <br />z <br />511 CONC. SLAB <br />6X6-2.lx21 WWM <br />ONSLAB E-i <br />•. 5" CONC. SLAB q 511 CONC. 0z � <br />"'• ' 6X6-2.1x2.1 WWM M <br />6X6-2.1x2.1 WWM <br />e <br />(2) +5 CONT. A w tA� <br />._ ': ......�t•+.:'�r+,�•¢':(2) 05 CONT F-I <br />4WI: 24 <br />t <br />r . <br />A • • �'...•a! : '• i�.Ysi•"� �r. • � � •.�' �'i�'•, ray. <br />•'; t .! Lam.'••+' � � � �•'� <br />zQ� <br />o 7-4 <br />0 <br />in <br />BUILDING SECTION BUILDING SECTION BUILDING SECTION 0 <br />� U <br />1 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= -0" <br />U 0 <br />°� 0 w x N <br />Job Number: 12049.0 <br />1 <br />File name: <br />Issued Date: <br />09.25.1:3 <br />Drawn by: <br />MCab <br />Checked by: <br />C.P./C.t�. <br />