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� <br /> 45 - Sectlon A/15517. Ia addlNonal reinforcing requ'ved around the opening in the <br /> slabT <br /> 46 - Sectlon A/TNS500. Section A/1S511 is referenced for the tra:k beam � <br /> relnforcing. It appeaca It would be better to reference Sectlon G/1S512 tnstead. <br /> 47_ SecHan A/TNS504. It eeeme the length of the bars in the utillty trench roof <br /> whkh run parallel to the trench ahould be indicated, or a note such as "extent <br /> to firet conaWctlon jolnt" be added. <br /> 48 . Detail 2/TNS501 cut hom TNS11. The vertical bars on the inside face of the <br /> pedesMan tunnel wall are Indicated as being M5 at 10" oc. Sectlon A/TNS507, <br /> however, eeema to lndkete theee bers are epaced at 12" oc. <br /> 49 - Sectton A/TNS505. In the udliry trench roof to the right of the pedestrian <br /> tunnel tt eeeme the length of the ba�e whlch run paraUel to the trench ahould <br /> be lndlcated, or e note euch ae "extent to 8ist construcHon joint" be edded. <br /> 50 - Detnil3/17V5513 and Computatlon Sheet 550. We suggest the des In the "T' <br /> ehaped piees at the efdes of the knock out panels be developed into the <br /> conccete beyond the vertical edges oE the panels. <br /> 51 - SccHon A/TNS514 and Computadon Sheeta 575 and 581. A note at the bottom <br /> dght mrner of the eecHon states"add 2-N7z11'-4" at 4" between M5 for 16'-5" <br /> baLnce w/ N5 at 12':" It eeema the entent uE thls added reinforcing needs to <br /> ye cLriHed ae it doee not eeem to be clearly indlcated fn thie eecHon, nor does <br /> it eFem to be shown in Sectlon F/1NS515 which is cut perpendicularly through <br /> the eame area of slab. <br /> 52- Secdon H/TNS5l4, Above the mlddle opening N3 at T' is called out for <br /> horizontal bars. Based on SecHon D/7TVS515, it appears thta note should read <br /> ���T'. <br /> 5,9 - SecHon D/TNS515. It eeeme the vertical bars at the outside Eace of the <br /> dghUynd Nrall should be developed Into the slab at the top of the wall. We <br /> unnot verify this from our reduced elze print. <br /> $4 - SecHon C/TNS515. The floor slab at the bottom of the stainvay is ahown as <br /> being retnfotred wlth N6 et 8" oc and N4 at 12" oc. Per Section A/T:QS514 It <br /> eeeme the N4 bers should be M5 ban. <br /> 55 - Sectlon A/TNS517. <br /> a. In the lintel beam over the knockout panel horizontal bare are called uut as <br /> being centered on the opeNng. Glven the lengths uf the bars and the <br /> geometry 6hown ln Deteil 4/TNS516, it does not seem that the bars can be <br /> centered over the openinge. <br /> 2 <br />