HomeMy WebLinkAbout124 Commerce Way (4) I flOTATE
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Connecticut Division
121 "P"North Plains Industrial Road, Wallingford,CT 06492 •(203)949-7733 •Fax(203)949-7735
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Client: W.J. Mountford, Co. Report#: 002
170 Commerce Way Date: 03/07/01
South Windsor, CT 06074
Project: Windsor Steel
Contractor W.J. Mountford
Inspector: Chris Purinton
FIELD WOOD TRUSS INSPECTION
- Inspector visited site of completed wood frame building as scheduled by client. Builder was not on
site. Met w/Paul Hollman.
- Visually inspected wood trusses for conformance with MITEK approved approved truss assembly
drawings, plan drawing, and conventional use of standard hanging and fastening systems, and found
the following:
• Trusses were assembled and set as drawn.
• Simpson hurricane ties were on 3 exterior walls.
• Two Simpson ties one at each connection of 021's to J29's, were not fully fastened as designed.
• Two GT hangers one at each connection of J21's to M02's had been bolted to JQ2x8's off center
which was compromising the JQ2x8 hanger members.
Referring to Quality Stair& Rail fabrication drawing approved by the Lawrence Assoc. as corrected
on 1 1-30-00, visually inspected steel interior frame and found it fabricated and erected as drawn.
Baseplates were not visible.
Report To: W.J. Mountford,The Lawrence Assoc., Kahn&Bayer Structural Eng.
Submitted By: Tri-State Materials Testing Lab., Inc
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The above data is the property of the client No reproduction of the above data without the sole permission of Tri-State Materials Testing `�• �' 9~ Y�•1
Tri-State Materials Testing accepts no liability for work executed by others ; ti•;+w '• "•
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New York City•Long Island Edison,NJ•Wallingford,CT Dover,DE
"Put us to the test—and our 20 years of experience"
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T Tri-State Materials Testin Lab Inc.
Connecticut Division
121 "P"North Plains Industrial Road, Wallingford, CT 06492 •(203)949 - 7733 Fax(203) 949-7735
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Client: W.J. Mountford, Co. Report 4: 004
170 Commerce Way Date: 03/27/01
South Windsor, CT 06074
Project: Windsor Steel
Contractor W.J. Mountford, Co.
Inspector: Chris Purinton Page 1 of 1
FIELD STRUCTURAL STEEL INSPECTION
- Met with project manager, Paul Hollman at site. Reviewed fabricator CECO drawings.
Erector was installing roofing.
- Visually inspected mezzanine framing and deck and found the following:
• One column was out of plumb at B 1/1 OA
• One baseplate was missing a nut at B/11
• Decking and all other connections were completed and acceptable per AWSD1.1,
AWSD1.3, AISC, and approved drawings.
• Welding of nuts to anchor bolts should be submitted for approval if required to
compensate for short bolts or slotted baseplates.
- Inspector began visual inspection of main building frame because erector foreman reported
all connections completed. Inspector found one loose rod brace at 139/1-2 and marked the
column beside the brace. No other discrepancies were found at this time.
- Crane beams and hangers were still in progress.
Report To: W.J. Mountford,Town of S. Windsor, Kahn& Bayer Structural Eng.,Lawrence Assoc.
Submitted By: Tri-State Materials Testing` '[x �n ``
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The above data is the property of the client No reproduction of the above data without the sole pennission of Tri-State Materials Testing � °N - r
Tri-State Materials Testing accepts no liability for wort,e\ecuted by others •• ��
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New York City• Long Island•Edison,NJ Wallingford,CT•Dover,DE
"Put us to the test...and our 20 years of experience"