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

57 - Section B/TNS520. Per Detail 1/TNS518 it appears the vertical reinforcing in the outside face of the wal! on Line R should be #5 at 12" oc rather than #7 at 7" O.C. Vertical reinforcing in the outside face oi wall on line R has been corrected to • read �5 @ 12" rather than #7 @ 7" o.c., Issue "B" 3•30-92. 58 - Sectlon C/TNS525. Based on Section AfTNS525 it appears the #5 at 12" o.c. ehown in tho stafr Ianding slab should be #5 at 8" o.c. Section C/TNS525 is cut thru stairs on TNS524 and those have reinforcing labeled as �5 @12" below landing in Section C/TNS524. Landing reinforcing will be same as for upper stairs #5 @ 8". 59 - Sectio� A/TNS525. Per computation sheets 411, 419 and 421, It appeare the tunnel Iid bottom relnforcing and opening header beam horizontal relnforcing are Incorrectly indicated in the section. Bottom reinforcing in tunnel lid is shown to be #6 @ 5" and #6 @ 10" at stair landing. Computation Sheet 421 will be revised to read #6 @ 10" rather than �6 @ 6" and sheet 419 will be revised to show 9 - #4 @ 6" ea. face. 80 - Detell 2/TNS526. Detall 2/TNS509 Is called out where the two tunnel walls intersect. As the vertical relnforcing shown In Detall 2/TNS509 does not aeem to match that shown In Section E/TNS528, It seems "Sim:' ehould be edded to the callout In Detail 2/TNS526. Will add Sim. to Detail 2/TNS509 taken on Detail 2/TNS526. 61 - Sectlons D/TNS527 and B/TNS528. These sections seem to disagree ae to the vertical reinlorcing to be provided around the pit. Per computation sheets 792 and 793 ft appesrs 8/TNS528 shows the reinforcing ss Intended. Vertfcal reinforcing around pit has been revised to read #5 @ 8" rather than #5 Q 12" in Section B/TNS528. Computation Sheets 792 and 793 are revised accordingly. Issue "C" 3•30•92. 82 • Detail 1/TNS528. It seems the geometry of the 3•#6 vertical bars in the tled portlon of the wall need to be Indicated. Will draw Arrow to 3rd bar in tied portion of wall. 5 I