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T.O.B. <br />MB1 5X16 (2)-9X9 KO BLOCK <br />WITH 4 15 CONT. +24'-0" <br />to B <br />a <br />T <br />M51 SX16 (2)-8X8 KO BLOCK <br />WITH 4 +9 CONT. <br />all C5W FIM ■ 1500 PSI <br />MORTAR TYPE M <br />$/8" T 0 32" ASS <br />OVER 2X8 PT a 32" C/C <br />5/8" DETISGL.ASS <br />F1TYM P81 OVER 2X8 PT a 32" C/C <br />8" MORTAR <br />MORTAR TYPE M <br />GROUT 3000 PSI (8" TO 11" SLUMP) <br />O9 GA TRUSS TYPE �016 C/C TYP. <br />OVER C 6XI6 GA <br />STUDS <br />GROUT 3000 P81 (8" TO 11" SLUMP) OVER C 8XI6 GA <br />+9 GA TRUSS TYPE 4116 C/C TYP. STUDS <br />(TYPJ <br />ya 411 <br />�16 32" O.C. <br />PL 1X16X3/8 <br />(2) 5/8#X6H6 <br />" 411 (TYPJ *6 9 32" O.C. <br />1-1/2 X 22GA GALV. G90 <br />METAL DECK 5/S¢ PUDDLE <br />WELDS a 6" C/C AND'12 TEK8 <br />9 8" SIDE LAPS. PL 1XI6X3/8 <br />(2) 5/60X6H8 <br />4-(1/8"WELD <br />Q0METAL <br />L 44x3/8 CONT. ANGLE <br />WELDED A JOIST <br />x 3LONG)I-1/2 X 22GA GALV. GW <br />DECK 5/8* PUDDLE <br />WELDS a 6" C/C AND M2 TEKS <br />a all SIDE LAPS. <br />+11'-4" <br />+11'-411 <br />T.O.B. <br />� TAB. <br />M152 (2)-8X8 KO 5LOCK <br />WITH 4 S CONT. <br />M52 (2)-SXI6 KO BLOCK <br />L WITH 4 5 CONT. <br />L <br />24K a 5'-011 C/C. '46 a 32" O.C. <br />24K is 5'-0" C/C. <br />%a3211oc. <br />. <br />42'4' <br />TAB. <br />RB-I -8X32 <br />i <br />5" CONC. SLAB <br />6X6-2.1x2.1 W11M <br />(2)15 CONT. <br />jBUILDING SECTION <br />SCALE. 1/2 - 1 0 <br />Ah +12'-C" <br />ly TAB. <br />M54 8X24 (3)-8XS KO BLOCK - <br />WITH 6 % CONT. <br />DOOR <br />OPENING <br />5" CONC. SLAB <br />6X6-2.1x2.1 WW 1 <br />(2) 45 CONT. <br />2 BUILDING SECTION <br />SCALE. 1/2 - 1 0 <br />PL 1; <br />11) 5l <br />M52 (2)-SXI6 KO <br />WITH 4 1 <br />A <br />M54 8X24 (3)-6XS KO <br />WITH 6 A <br />MOI 92V1/_ M 1 QVQ V^ =1 MY <br />3 BUILDING SECTION <br />SCALE. 1/2 - 1 0 <br />`%%%t%t1111t/1""' <br />'F <br />�' M ESsA, <br />• ..��GEN� • .9 <br />* : No. 12 6 <br />Architecture - Planning • Interr De <br />14125 N.W.;80th Ave. Suite 3031 <br />Miami takes, F1. 3301 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />�■ <br />11 <br />Carlos Pizarro, R.A. I I <br />AR - 0013079 <br />Revisions: <br />Date I Description <br />M <br />�dQ <br />C) <br />a <br />^O <br />w <br />W <br />x <br />W <br />A <br />W <br />o � <br />�3 <br />W <br />W <br />� <br />A <br />z <br />� <br />� <br />w <br />w <br />U <br />zCL <br />a <br />Q <br />0 <br />A <br />z <br />� <br />'^ <br />� <br />Q <br />o <br />� <br />z <br />� <br />W <br />U <br />�i <br />a <br />A <br />W <br />0 <br />0 <br />� <br />U <br />�. <br />w <br />N <br />M <br />Q <br />3 <br />�? <br />� <br />N <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />07.16.13 <br />Drawn by: <br />MCab <br />Checked by: <br />C.PIZARRO <br />11 SHEET NAME <br />STRUCTURAL <br />SECTIONS <br />F : cc = A. JACK MLbbULAM, P.E. w <br />~. CONSULTING: ENGINEER SHEET NUMBER <br />6121 ORD1NA DRIVE <br />' AL ,��` CORAL GALES, FLORIDA, 33146 <br />PHONE; (305) 665-5032 S-3 <br />PE + 12326 <br />0 <br />V <br />0 <br />N <br />c� <br />L -- - 1TI I H;I I'i I. nIYI n I dill <br />III -_ T-F— i T-J <br />