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

9) Detail 5/S331 will be c�rrected to 3/8" plate in the next revision. 10 - Detall 6/S331. It seems to need to be claritied what the two minimum dimenslons are referencing. . 10) The 3" min. dimension is from the end of the slot to the edge of the plate. The 1" min. dimension is from of the slot to the Vertical Plate. The full size drawing is much clearer. 11 - Det�ll 4/S332. The WTBx diagonala are shown as being connected to the gu�t�t pl�tes with 4 boRs. The details on Sheet S331, however, seem to indicate 2 boltt p�er c�nnectlon. 11) Detail 4/S332 will be revised to 2 bolts in the next revision. 12 - S�ctlon A/S332. Sectlon D/S332 ia called out from this sectlon. It app�ars 4/S332 Is probably Intended. 12) The Section D/3332 Call-out is an error and will be deleted in the next ,I revision. 13 - ShNt S370. Ths plan call� out connectlona labeled 2a, but the detall� do not sNm to addres� the 2a connectio�s. , 13) Connection 2a detail wiil be added to Sht. #S371 for the next revision. 'i 14- Sectlon� A and C on Sheet S371. There is an e" horizontal dimen�lon for I th� crane brackete Indicated. Ba:ed on the 100' roof truss elevatlons I which W10x bottom chord members, It seema thi� dimenslon should be 10". 14) The 8" dims. will be revised to 10" for the next revision. 15 - Sactlon C/S372. We nots that for Bullding 40-25 the bolt� connectlnp the bracket to the main t�uss were reviaed to A490 bolts In revi4lon E. Should the�s s�me bolts In Bullding 40-28 also be similarly revised? 15) The bolts in Section C/S372 will be revised ta 1-1/8" Pl A490-X bolts for the next revision. 18 - Sheet M1S500. Plan R-2.5 Indicates a hanger support tor the meuanine where the two B-17 beam� Intersect 9'-2" south of Line 2. It seems the Second Floor on S�ieet 2S500 needs to show a secondary beam for supporting this hanger. 3