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

3) Detail 1/S618 will be revised to add diagonal struts bracing the wind column inside flange similar to the detail recer.tly approved for the 40-34 . Bldg. wind columns. 4 - Maln Column Line Elevatlon on Sheet S215. This elevation Indicates B-6 or 8-10 be�ms at the Second Floor, whereas the plan on 2S500 appears to indicats 8-b and B-6 beams. 4) This is a drafting error which will be corrected to read 'B-5 or B-6' @ meu.' 5 - Typical Cro�s Sectlon at 1/4 and 3/4 Points on Sheet S21P and Typical Cross Section at 1/2 Polnts on Sheet S218. Detall 3/S812 is called out tor th� conditlon at the crans croasover and malntenance bay. However, then 1� no "irom shest" mark Indicated in Detail 3/S812 and Detafl 3/S612 do�s not teem to cover the Conditlon to the extent ehown indicated on the�� el�vatlons. 5) At 90% Review this de�3il (3/S612) had not been drawn. Detail 2/S612 wili be modified to to include this condition. 6 - Cross Sectlon at Grid Line 9 on Sheet S218. Per aheeta 32 end 34 of the calculatlons for the Eatt/We�t Frama Analysls calculation, It appears tha dl�ponals below the Crans Malntenance Floor should be dealgnat�d as S-13 members rather than S-14 memben as shown. 6) The bracing members should be S-13. The drawing will be corrected for the neM revision. 7 - Detall 3/S328. MT-1b Is calletl out for the truss on Llne 1. The plan on RFS160T, however, indicates this truss as MT-2b. 7) Drafting error will be corrected in the next revision. 8 - Detall 3/S331. It seems it ahould be clarlfied how the 2-L4x4 connect to the qu�set. As drawn tha bofts seem to connect to the L3x3 and the 2L4x4 appe�r to be continuoua through the connection. 8) Detail 3/S331 will be clarified but should be worked with Detail •',/S329 and Section C/5330. 9 - Detall b/S331. This detall appears to Indicate a 1/4" gusset plate fo� the 2L5x3. Sectlon A/RFS500, i�owever, seems to Indicate a 3/8' gusset. 2