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

6 - Cross SE:tion at C;rid Line 9 on Sheet 5216. Per sheets 32 and 34 oE the calcvlations for the East/West Frame Analysis calculations, it appears the ' dlagonals below the Crane Maintenance Floor ehould be designated as S13 membere rather than S-14 members as shown. 7 - DecaU 3/S328. MT-tb is called out for the truss un Line 1. The plan on RFS]60T, however, indicates this truas as MT-2b. 8 - Deta113/5331. It seema it ahould be darified how the 2-L4x4 connect to the gusset. As drawn the bolts aeem to connect to the L3x3 and the 2L4z4 appear to be rnntinuona through the connection. 9 - Detail5/5331. Thle detail appears to indicate a 1/4" gueset plate for the 2ISx3. Section A/RFS500, however, seems to indicate a 3/8" gusset. 10 - Detail 6/S331. It seeme to need to be clarified what the two minimum dimenetona .:Te referendng. 11 - Deta114/5332. The WT6x diagenals are ehowr.as being connected to the gusset plates with 4 bolts. The detalls on Shee:5331, however, seem to Indlcate 2 bolb per connectlon. ]2 - Section A/5332 SecHon D/S332 is called out hom this aecHon. It appears 4/53321s probably intended. 13 - Sheet S370. The plan calle out connections labeled 2a, but the details do not seem to addr�s the Ta connecHons. 14 - Secdona A and C on Sheet S371. There is an 8" hoMzontal dimenaion for the crane brackets indicated. Baeed on the 100' roof truss elevaHons which ahow W]Ox bottom chord members, It seems thls dimension ahould be 10". 15 - Section C/S372. We nnte that for Hullding 40-25 the bolts connecting the , bracket to the main hvas were revised to A490 bolts in reviaion E. Should these same bolts in Bullding 40-26 also be similarly revised� � ]6 - Sheet M1S500. Plan R-2.5 indicates a hanger support for the mezzanlne where � the two &17 beams intersect 9'-2" aouth of Llne 2. It seems the Second b7oor on Sheet 25500 needa to ahow a secondary beam for supporting this hanger. 2 I