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� <br /> 25 - Detail2/S612 from 5214 and Sectlons B and C on 5612. To properly brece the <br /> W21x column for buckling, consideraHon ahould be given to providing a full <br /> depth horizontal rnnnection plate we►ded to the column flanges rather thatt the � <br /> short 3/B" horizontal mnnection plate now ehown. <br /> 26 - DeWil 2/5613. It seems the text mqardtng the bolts from the web of the <br /> dlagonal to the connectlon plate ne.ds to be revised to "'D"-1" dla. A490X <br /> bolts.' <br /> 27 - Detail5/5614. The bolb to the webs of the diagonals are called out as A690 <br /> bolts. <br /> 28 - Sheet S615. Detall7 hom Sheet 5611 for Grid 9. <br /> a. The flange platea are indkated as being 12 inch wide, but the beama to <br /> which they connect are only 10 Inches wide. If the narrower width at the <br /> beam cart be juedfled, it seems the plates probably ehould be tapered. <br /> b. With the Intenectlon oE the dlagonal and beam centerllnes located to the <br /> lek of the note"centetllne eymmelrical" it fs unclear from thle deteil <br /> whether the brace to beam rnnnection creates a concentric breced frame or <br /> an eccenMc braced hame. Baaed on the calculadons it is to be rnncenMc. <br /> Hence, it ecenu the note"centerllne eymmetrlcaP' ahould be ahiRed to the <br /> leh over the inte�eecUon of the dlagonal and b�m centerlines. <br /> 29 - Detail 9/S615. The bolte from the b�m and guaset to the 9hear tab are callecy <br /> out as A290 bolta <br /> 30 - Detall 2/5618 hom Sheet S618. Widi the vertical alotted holes In the <br /> connection plate for the wind column, it appeare the wind load ehear in the <br /> column will create cantllever bending in the connecdon above the rnlumn with <br /> the maximum moment at the centerline of the bottom chocd of the roof ttueeea. <br /> However, there does not appear to be any significant elemente to resiat thle <br /> moment at the truae bottom chord level. Perhaps additional bracing is needed. <br /> 31 - Sheet 5623 - Mezrenine and Second Floor Plan. The notes eeem to lndicate the <br /> elevator/stair framing is not tled to the Mezzan(ne Floor diaphragm. Why <br /> were no Nes pmvided7 <br /> 4 <br />