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

16) This secondary member will be clarified on Sht. #2S500 for the next revision. 17 - Sh.�t� 2S500, 2S501, 3S500, 3S501, 4S500, 5S500 and 5S501. The sheets • nferenced for the stairs/elevatora near R6 and R9 appear to be Incorrect. Al�o, It sesm� the wind columns and struts on Line R between Lines 8 and 7 ahould ba shown for cl�rity. 17) The Stair references will be corrected on the next revision. Showing wind columns and struts on the floor framing plans would add un-needed clutter to the drawings. The wind columns and struts are clearly shown on the building elevation drawings. 18 - Sheet SS500. It appears a Ilnk beam bracing dlagonsl fs miasing for the Iink beam on Line R at Une 10.25. 18) This is a drafting error and will be corrected for the next revision. 19 - ShNt bS502. In ths typlcal houeekeeping pad detall the pad should be dowel�d to the tloor slab for positive seismic shear transfer. 19) Housakeeping pad locations are not tinalized. They will be bonded to the floor slab with an epoxy bonding agent. Any equipment anchors will extend into the structural slab. 20 - Sectlon D/SS503. Thls sectlon is cut at Lines 8 and 10 at the Fitth Floor when the floor elevation chanpes. Per calculatlon sheets 38 and 37 of the No�th/South Connection Design c�iculatlons, the vertical bracing on Linet 8 and 10 will penetrate the lower floor elab. It seems the detalls given In th� calculations or other detall� for these penetratlons are missing irom the drawing�. 20) The notch in the iloor slab edge to allow the diagonal bracing to pass by at column lines 8 & 10 is shown and dimensioned on the floor slab plan Sht. �5S501. 21 - Detall 7/CWS501. Detall D/CWS502 is called out. There does not appear to b� such a datail on Sheet CWS502 at this time. Perhaps A/CWS502 is Intanded. � 21) The reference Section D/CWS:i02 will be added to the Section A/CWS502 for proper reference. 4