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17 - Sheeta 2S500, ?5501,35500, 3S501, 4S500, 55500 and 55501. ":he sheets <br /> referenced for the staiis/elevators near R6 and R9 appear to be incorrect. <br /> Also, it seema the wind columns and struts on Line R between Line� 6 and 7 • <br /> should be shown for cladry. <br /> 118 - Sheet 5S500. It appears a tink beam b►?;�ng diagonal is miaeing for the Ilnk <br /> beam on Line R at Line ]0.25. <br /> ]9 - Sheet 55502. In the typical housekeeping pad detail the pad ahould be <br /> dowe►ed to the floor siab for positive seismic shear transfer. <br /> 20 - SecHon D/55503. Thle secNon ia cut at Lines 8 and 10 at the Fifth Floor where <br /> the floor elevallon cMangea. Per calculatlon sheets 36 and 37 of the <br /> North/South Connecdon Design calculations, the vertical bracing on Lines 8 <br /> and 10 wip penetrate the lower floor slah. It seetns the details given in the <br /> calculaHons or other details for these penetr�tions are missing from the <br /> drawings. <br /> 21 - Detall 7/CWS501. Detail D/CWS502 is called out. Thern does not appear to <br /> be such a detall on Sheet CWS502 at thia Nme. Perhapa A/CWS502 Is <br /> Intended. <br /> 22 - Detafl 8/CWS502 The odenWUon oE the framing does not seem to cottespond <br /> to that shown in the plan on Sheet CWS500 and the architectural plans. Also, <br /> to wt�at do the A-] anglea mnnect7 <br /> 23 - SecHon A/RA5500. The outside vertical !n thts sectlon is called out as W12x28. <br /> However,DetaU 3/S329 eeema ro show these as WBx28. Also, it seems ehould <br /> be given to providing edffener pletea in the W12x35 vertical at the level where <br /> the W'f3x6 diagonale rnnnect to provide a more substanHal load path for <br /> transfer of loads in the dlagonals to the main trusses. <br /> 24 - Sheet RF5502. Note 2 of the notes for the design of the bottom chord bracing <br /> connr.-tlons indlcatee the design !s to be in conformance with 1988 UBC <br /> 2722(g)3 and rnnnection design fones are given in a table below the notes. <br /> We belleve that thla eection of UHC applles to verttcal braced [rames, not <br /> bracing forming a dlaphragm. We belteve the note should be revised to the <br /> effect that"Bottom chord brece connections ahall be designed for the forces <br /> indicated in the table below without the one-third stress increase usually ' <br /> permitted In allowable stress design for seismic load. Number of bolts ehown <br /> Is for apatial refecenre only." <br /> 3 <br />