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HomeMy WebLinkAboutSpecial Inspection Field Test & Inspection Report 2009-6-1 ~t " . IiiIJ I!!iLa Ir , I' f 525 M"j Scc0I1d,:Street Corvallis. Oregon 97330 tf 8[){13B3,8855~ph 54l.758.1302 tx'54U53.2264 www.cla;rcoRfpBlly.com Special Inspection & Materials Testing Final Summary Report June 1,2009 City of Springfield 225 Fifth Street Springfield, OR 97477 Attention: Carole Stineman Project:, City of Springfield Fire Station #16 6853 Main St, 'Springfield, OR 97477 City of Springfield 225 Fifth Street Springfield, OR 97477 Specific Location: Permit Number: Fire Station #16 C~M2008-00824 l.~ ) 'jl This is to certify that special inspection & material testing were perfonned, per the 2007 Oregon Structural Specialty Code (OSSC), Inspections were perfonned for the following scopes of work at the subject address which required special inspection and which CLAIR was employed to inspect: Reinforced Concrete Adhesive I Expansion Anchors Soils Compaction Structural Steel Fahrication Structural Masonry Based upon personal observation and written report of this work, it is my judgment that)'the inspected work was performed, to the best of my knowledge, in accordance witn approved plans and applicable workmanship provisions of the 2007 OSSC, Respectfully Submitted, JJ~J~ Dave Tilton Lead Special Inspector Cc: Dave Puent, City of Springfield Robert P LeBleu, John Hyland Construction CLAIR file: 1228-004 Attached: Daily Field Report(s) Material Testing Report(s) ':'CASTILE Robert From: Sent: To: Cc: Subject: PUENT David Tuesday, June 02, 2009 8: 11 AM MURDOCH Jacqueline CASTILE Robert FW' Lateral Loads on Precast Concrete Parapets at Link Roof From: Allan Clair [mailto:aclair@c1aircompany,com] Sent: Monday, June 01, 2009 1:40 PM To: Carole Knapel Cc: PUENT David; Melody Plews; Tom DeFever; David Tilton; Ron Tiland. Subject: FW: Lateral Loads on Precast Concrete Parapets at Link Roof Carole, See below, as requested_ The City will need this resolved in order to close the Hosp/OHVI bL(ilding permit Thanks, Allan J. Clair. CBO CLAIR 525 NW Second Street Corvallis, Oregon 97330 tl 800.383,8855 ph 541,7581302 fx 541,753.2264 cl 541.501.8288 From: Haskell, Kirk'[mailto:KHaskell@peacehealth,org] Sent: Thursday, May 28, 2009 1:48 PM To: Allan Clair - Subject: FW: Lateral Loads on Precast Concrete Parapets at Link Roof Allan: KPFF position on parapet bracing as requested, KH -----Original Message----- From: David Arndt [mailto:david,arndt@kpff.com] Sent: Friday, January 23, 2009 11:11 AM To: Haskell, Kirk Cc: Rich Powers; Dave Beardsley (E-mail) Subject: Lateral Loads on Precast Concrete Parapets at Link Roof Kirk, As discussed previously, the slab on metal deck at the roof of the link between the hospital an~ the OHVI was apparently not reinforced for the moments due to lateral forces (wind and seismic) applied to the slab on metal deck at the connections at the base of the precast concrete parapets, Therefore, the support of the parapets is inadequate for these. code-specified lateral forces, The risk associated with delaying providing the parapet support 'framing shown in CCD-430 is unknown, since it can not be estimated when the code-specified lateral forces, or lateral forces that are less than the 1 code-specified forces but still greater than the capacity of the slab on metal to resist, might oc~ur, Given that the current, ',I condition does not meet the requirements of the building code, it is our opinion that the the repair should not be delayed, , O'avid David Arndt, SE I Associate KPfF Consulting Engineers 1601 fifth Avenue, Suite 1600 Seattle, Washington 98101 0: (206) 622-5822 D: (206) 926-0516 F: (206) 622-8130 david.i'lrnnt@knff.mm www.knff.rnm This message is intended solely for the use of the individual and entity to whom it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under: applicable state and federal laws, If you are not the addressee, or are not authorized to receive for the intended addressee, you are . . ~ hereby notified that you may not use, copy, distribute, or disclose to anyone this message or the information contained herein. If you have received this message in error, immediately advise the s'ender by reply email and destroy this message. ." ~. 2