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HomeMy WebLinkAboutMiscellaneous - 74 Flagship DriveT Vv U) G m C/) 0 m C2 CO) d a- d CA CM) � O MZ y 0. O =. O C. y aCO -v CD o Q =r % d CD 'O CD O CD C CD y. —. Qv y -• O t0 C m cn cn n O O ^Z cn ccnn o' C c ? O d _ to O Q H 0-0 .p CO) S o aCD o m CD CA IS t n Z H O'er -4 m n Sr �of O y O m m y p O 0'o --4O a > > m 0 co m p = 'o O y C) ao o mLi ..� c > co S". CL to ir 0 oC.0 COL It 0 Zy� 2 O M N N d d Q CL P ES CA m y a CA eb h� b CD C0 ocob 3 -+� � O � o ° :• 1►r m :. .'� CA CL �_� C/) C/) oj z� °'- oda W)� CrJ oGc zea, w oGn �� r C) n ► `` n n O Z � CAx NI a Jt � f� Q N e � a i NOly' 13 '98 88rS8P'9 SHOOSHRNIRN INC Shooshanian Process Engineering & Construction, Inc. To: Company: FAX leo,: From: Re.: Date: No. of Pages: FAX 'TRANSMITTAL rl .0 • i11 . 2 953 (:SEC 92 Manrvak' ,lv( iw 9Wl)(11WO, M,)i7PclluWtS 02180 T 781 438 33.37 F 781 d3R 01-1 P. 1 f 6 1998 11/13/98 16:32 SPF. C. �.nort�d�n,.. ,+ � •4nv:. � .,f �.•, .�"OJ', .. 1 1 8661 9 'n\ N �- TX/RX N0.2558 P.001 „ F39r_9PPI gFiQU -I teNIRN INC ROGER HOBEIKA ASSOC 1P. 02 Roger Hobeika Associates, Inc.. armiermL a mium 85 Main Suftt Waoertr mn. Maesaahua+ m 02472 phone 617*924.55257, fax 619.924.14$1 November 12, 1998 SPEC shooshanisa Process latgineening & Coastraction 92 Moumle Avenue Suite 1400 Stmebmn. MA 02180 Aft: Ms. Kevin Orr Re: Uaiveeasl Ph=ua Te4nologin N. Andover, MA S.M.H. Pilot •Plm Renovation Peer Inview Dear Mr, Ore We have conVieted our hiftendent struetuml peer rmew for the Universal Pharma Technologies Pilot Plant is North Audover, MA. Qur peer review was cwducW im accordaoos with Appendm I of the Commonwealth of Manac loots State Building Code Sixth Edition. This review was based an a set of etmatural drawiaga subatitted by WWdlinger Associates, lmc. and dated October 21,1096. This review pertained to the primary structure and inolvded checking the design fblt its conformance to 780 CMR The fallowing tasks were dried nett, • Review of Plesign roads, • Review of floor and roof f waing including indepesadvA rrelculatioae of rapresaet+ ve fraction of Boor, roof and column, • Review of £oundadoo design with in�=4em calculations of representative • Revieav of Lateral Loads design including Wind Loads and Ea *quake Loads, As a to w& of our review we have dowmxh ed that the primary Antowre is conceptuslly correct and that there are oo-major emn in tths design. (( a� ROGER Sincerely, J. HOS91KA — No. 28626 Roger 1, Hobefica, P WH:aa 0 11/13/98 16:32 NOV 1 6 1998 TX/RX N0.2558 P.002 0