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.- <br /> b. The bottom bare in the First Floor slab/beam at the top of the atairway do <br /> not seem to be cailecf out. <br /> c The floor ela�b at the bottom of the stairway is shown as being reinforced <br /> with M6 at 8"oc and M4 at 12" oc. Pa Section C/TTVS517 it aeems the N4 bara . <br /> ahould be M5 bare. <br /> 56 - Sectlon C/1TV5517. Per rnmputatlon sheeb 481 and 535 it appears the <br /> horizontal relnfoning in the wall between the atetr and elevator shehs should <br /> be N7 at T'oc ntF�er than N5 et 12" oc as ehown. <br /> 57- Section H/TNS520. Per Detail 1/TNS51B lt appears the vertical reinfoncing in <br /> the oufeide hce of the wall on Line R ahould be M5 at 12" oc rather than M7 at <br /> T' oc. <br /> 58 - SecNon C/TNS525. Baeed on SecNon A/TNS525 it app�are the N5 at 12" oc <br /> ahown in t6e shir landing sLb ehould be MS at 8" oc. <br /> 59 - Secdon A/T[Y5525. Per computadon eheeta 411, 419 and 421, it appeare the <br /> tunnel lld bottom reinforcing and opening header beam horizonlal reinforcing <br /> are incromectly icdicated in the section. <br /> 60 - Detail 2/'fN5526. Defail 2/TNS509 ie caUed out whern the two tunnel wall <br /> walis intenect. Ae the vertical tpinfordng shown in Detail 2/TNS509 dces not <br /> eeem to metch that shown In Sectlon B/TNS52@, it seeme "Slcn." ehould be <br /> added to the caUout in DetaU 2/TNS526. <br /> 6l - Sectlone D/TN5527 and B/TN5528. These aections seem to disagree as ro the <br /> veKical relnforcfng to be providcd arow►d the pit. Per computallon aheete 792 <br /> and 793 it appean B/TN5528 shows the reinforcing as Intended. <br /> 62 - Dehll l/TNS528. It eeeme the geometry of the�3-M6 vertical baca In the Ned <br /> portion of the wall need to be iirdlcatec±. ; <br /> 63 - Secdon S/TN553Z A note indlcates "do not backflll untU stair is constructed:' <br /> It eeems to us t}ut it would be better to requlre the backHli not be placed unHl <br /> the rnncrete has achieved a apeciHed age or atrength. � <br /> y:�p�o�Cu��aaoisap <br /> 3 <br /> i � �i <br /> ..i/ <br /> RS1 <br /> ; . 1 <br /> �. <br /> I � <br /> ��_.. . . .. . . . . . _ .. . ...... R�A <br /> . _._ .. ,�.. . .,. . . � ,{ <br /> I l eq� <br />' `:i <br /> � <br /> i '; <br /> :�� <br />