3003 W CASINO RD BLDG 40-26 2018-01-01 MF Import

r 53 - Sectlon D/TNS515. It seems the vertical bars at the outside tace of the righthand wall should be developed into tha slab at ihe tope of the wall. We cannot verify this irom our reduced size print. #4 @ 8 has been revised to extend into wall similar, to detail� shown in Section � B/TNS517, Issue "B" 3-30-92. 54 - Sectlon C/TNS515. The floor slab at the bottom of the stairway is shown as being relnforced with #6 at 8" oc and #4 at 12" oc. Per Section A/TNS514 It seems the #4 bars should be #5 bars. #4 @ 12" in Section C/TNS515 has been revised to #5 @ 12", Issue "B" 3-30- 92. 55 - Sectlon A/TNS517. a. In the Iintel beam over the knock-out panel horizontal bars are called out as being centered on ihe opening. Given the lengths of the bara and the geometry shown In Detall 4/TNS516, It does not seem that the bare can be centered over the openings. Rebar lengths in lintel beam over knock•out panels has been revised. Refer to Section A/TNS517 8 8/TNS517. b. The bottom bars in the First Floor slab/beam at the top of the stalrway do not seem to be called out. `';i Bottom bars in first floor slab/beam at top of stairway is called out as 5 - #6 @ 5" to the right of beam. -'a ;� c. The floor slab at the bottom of the stairway is shown as befng reiniorced with #8 at B" oc and #4 at 12" oc. Per Section C/TNS517 it seema the #4 bars should be #5 bars. #4 @ 12" in Section C/TNS517 has been revised to #5 @ 12", Issue "B" 3-30-92. 58 - Sectlon C/TNS517. Per computation sheets 481 and 535 it appears the horizontal relniorcing in the wall between the stafr znd elevator shatts should be #7 at 7" O.C. rather than #5 at 12" O.C. as shown. Reiniorcing in wall between stair and elevator shaft shall be ae shown on Computation Sheets 481 and 535, #7 @ 7" o.c. 4 ,.� ';'t �,y, ,i;`. x ;�� ' y_ , ,