HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-9
~ Branch Engineering, Inc.
Branch Engineering, Inc Report # 09-077-04
Head~uarters
31051 Street
Springfield, OR 97477
(54]) 746 0637
www.branchengineering.com
SalemIKeizer Office
43] 0 Cherry A venue, NE
Salem, OR 97303
(503) 779 2577
DAILY REPORT OF STRUCTURAL STEEL AND HIGH STRENGTH BOLT SPECIAL INSPECTION
Project East Side Baptist Church
Address & Jurisdic]ion
4045 Commercia], Springfield, OR
Inspector Rick Hernandez
Permit # 8] ] -SPR20 10-409
Date 3-09-]]
Inspection Type(s) I Coverage
high strength bolts
o Continuous
~riodic; frequency
once
Inspections made, including locations Turn-of-the-nut inspection for pre-tensioned condition at main frame
haunch and peak ioints
Tests performed
Items requiring ]) correction, 2) correction of previously listed items, and 3) previously listed uncorrected items
Comments A representative sample (1/3) of all ioints of the main frames was inspected for turn-of-the-nut
beyond the match marks. All bolts inspected had been turned 1/3 turn (within tolerance) beyond the match mark.
Inspection included one ioint (either one haunch or the peak connection) at each frame. It was also noted that
ioints which had previously contained a gap at bolt locations had been drawn together. Erector was asked to
notify our office if additional services are required
To the best of my knowledge, work inspected above was in accordance with the building department approved
plans, specifications, and applicable workmanship provisions of the controlling building code.
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Inspector Sigrrafure
IDICertificale Number ICe '1 '&7'8<r3'/7-
Copies to
City of Springfield
Cascade View Construction / Matt Knights
East Side Baptist Church I Len Arney