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BOEING COMMERCIAL AIKPLANE COMPANY <br /> EVERSiT FACILiTY <br /> BUILDING 40-26 <br /> EVERECf, WASHINGTON � <br /> STRUCTUttAL PBER REVI6W COMMENTS ON <br /> 90l6 CONCRBfH FOUNDATION SUBMITTAL <br /> MARCH 23, 1992 <br /> Note: Commente on Stcuctural Steel Design, mmment numbers 1 through 36, were <br /> eent on March 13, 1992. <br /> 37- Sheet 7TVS16. It seeme SecHon B/77V5507 should be cut through the tunnel <br /> floor conshucdon joint. <br /> 38 - Details 5/S288, 4/S289, 5/S289 and 7/S289. The sizes of the etee! base plates <br /> do nnt appear to be completely called out. <br /> 39- Detaii 9/S290. It aeettu the overaU vertkal dimenalon ot the pier ahould be 7'- <br /> 0", <br /> �0 - Sheet 1S503. <br /> a. �ectlon C/1S5061a called out for the slab on grade/track beam joint on Line <br /> 1. Thle eectlon, however,ahowa dowels to a tunnel roof slab. Are dowels to <br /> the lrack be�m desired� <br /> b. Section F/1S5061s cut near R-3. It aeems it should be cut looking to the <br /> east nther than to the west. <br /> 41 - Sheet 15504. Sectlon H/TIVS501 Is cut N.8-6. It appears it shauld be cut <br /> looking to the eouth rather thsn to the uorth. <br /> 42 - Section B/1S510. Based on the 6'-8" opening dimension shown In SecHon <br /> G/TN9501 and the rnmputadona it appears that either the section through the <br /> cover neede to be cvt et 90 degreee to the way it is now cut or the dimensions <br /> of the lld Npped. <br />' 43 - Detall 6/15516. Based on the reinfordng shown in Sectiona A/1S516 and <br /> C/15515 it appea�s '5im." should be appended to the C/1S515 aection mark in <br /> c�,�a�u. <br /> 44 - Detail7/1S517. It appeara Secdon A/1S517 should be cut looking the opposite <br /> dirnction. <br /> 1 <br />