JB201133.0106.Structural Steel Observations.2021-02-12.Rpt.0106STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:JB201133.0106
Service Date:02/12/21 30 Corporate Cir Ste 201
Report Date:02/15/21 Albany, NY 12203-5169
518-266-0310
Client Project
Rosetti Acquisitions LLC Fowler Square SI and CMT
Attn: Christopher Falvey Bay Road and Blind Rock Road
427 New Karner Rd Queensbury, NY 12804
Albany, NY 12205
Project Number: JB201133
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
J2-SteelCR-2016-01-08,Rev.1 Page 1 of 3
Visited site to perform observation and testing of structural connections: Upon arrival, observed the following items:
Framing Level:1st Floor Framing Area/Gridlines:Between grid lines A - T/ 1 -19 (south)
Item #Description Details
1 Connection Type:Column to Foundation
Status:Final connection
observations
snug tight calibrated impact wrench
Reference Detail(s):Approved drawings (fabrication and structural)
Discrepancies:none observed
Notes / Exceptions:Anchor bolts were observed to be installed (with nut and washer) and
tightened at the above referenced locations. These anchor bolts appeared to
be in general compliance with the contract documents.
Framing Level:1st Floor Framing Area/Gridlines:Between grid lines A - T/ 1 -19 (south)
Item #Description Details
2 Connection Type:Tube Steel Wind Girt to Column
Status:Final connection
observations
fillet smaw
Reference Detail(s):Approved drawings (fabrication and structural)
Discrepancies:none observed
Notes / Exceptions:HSS wind girt brace frames were observed to be installed and welded (top
and bottom connections) at the above referenced locations. These welds
appeared to be in general compliance with the contract documents.
Framing Level:2nd Floor Framing Area/Gridlines:Between grid lines A - T/ 1 -19 (south)
Item #Description Details
3 Connection Type:Beam to Column and Beam to Beam
Status:Final connection
observations
snug tight tension-control fasteners
Reference Detail(s):Approved drawings (fabrication and structural)
Discrepancies:none observed
Notes / Exceptions:Structural bolted connections were observed to been installed and tightened
at the above referenced locations. These bolts appeared to be in general
compliance with the contract documents.
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:JB201133.0106
Service Date:02/12/21 30 Corporate Cir Ste 201
Report Date:02/15/21 Albany, NY 12203-5169
518-266-0310
Client Project
Rosetti Acquisitions LLC Fowler Square SI and CMT
Attn: Christopher Falvey Bay Road and Blind Rock Road
427 New Karner Rd Queensbury, NY 12804
Albany, NY 12205
Project Number: JB201133
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
J2-SteelCR-2016-01-08,Rev.1 Page 2 of 3
Framing Level:2nd Floor Framing Area/Gridlines:Between grid lines A - T/ 1 -19 (south)
Item #Description Details
4 Connection Type: Floor deck
Status:Final connection
observations
tek screw
Reference Detail(s):Approved drawings (fabrication and structural)
Discrepancies:none observed
Notes / Exceptions:Second level floor decking was observed to be installed and fastened (PAF
and TEK screws) at the above referenced locations. This deck appeared to
be in general compliance with the contract documents.
Framing Level: Area/Gridlines:
Item #Description Details
Connection Type:
Status:
Reference Detail(s):
Discrepancies:
Notes / Exceptions:
Framing Level: Area/Gridlines:
Item #Description Details
Connection Type:
Status:
Reference Detail(s):
Discrepancies:
Notes / Exceptions:
Framing Level: Area/Gridlines:
Item #Description Details
Connection Type:
Status:
Reference Detail(s):
Discrepancies:
Notes / Exceptions:
STRUCTURAL STEEL OBSERVATIONS REPORT
Report Number:JB201133.0106
Service Date:02/12/21 30 Corporate Cir Ste 201
Report Date:02/15/21 Albany, NY 12203-5169
518-266-0310
Client Project
Rosetti Acquisitions LLC Fowler Square SI and CMT
Attn: Christopher Falvey Bay Road and Blind Rock Road
427 New Karner Rd Queensbury, NY 12804
Albany, NY 12205
Project Number: JB201133
Services: Observe structural steel activities as requested in general accordance with project specifications and/or client request(s).
Dente Group - A Terracon Co. Rep.: F. Torre, CWI
Reported To:
Contractor:Tri City Steel/Troy Iron
Report Distribution:
(1) Rosetti Acquisitions LLC, Christopher
Falvey
(1) 260 Structural Engineering, Dan
Thomas(1) BBL Construction Services, Bobby
Chatterton
(1) BBL Construction Services, Eric
Weatherwax Reviewed By:____________________________________
(1) BBL Construction Services, Ryan Etue (1) Galusha & Sons LLC, Drew Stevens M. McHenry
(1) Galusha & Sons LLC, James
Campagnone
Materials Department Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
J2-SteelCR-2016-01-08,Rev.1 Page 3 of 3
Items referenced above were field connections unless otherwise noted. Connections were visually observed to be in general
accordance with the referenced details of the project plans and specifications unless noted in the Discrepancies section.
Discrepancies, if any, are further detailed on the attached Discrepancy List.
Additional Remarks:
BD000P, 08-24-13, Rev.1
Selec t Picture Selec t Picture
Selec t Pic ture Select Pic ture
Photo No. 1 South section Photo No. 2 Bolted connections (typical)
Photo No. 3 Anchor bolts (typical)Photo No. 4 HSS brace frame weld (typical T&B)
Project Number:JB201133Fowler Square SI and CMT
Report Number:JB201133.0106
Bay Road and Blind Rock Road Technician:F. Torre, CWI 30 Corporate Cir Ste 201
Queensbury, NY 12804 Date:02/12/21 Albany, NY 12203-5169
Scale:Not to Scale 518-266-0310
BD000P, 08-24-13, Rev.1
Selec t Picture Selec t Picture
Selec t Pic ture Select Pic ture
Photo No. 5 After welds received approved zinc based
primer (typical)Photo No. 6 PAF fasteners penetration (typical)
(Photo No.)(Enter caption.)(Photo No.)(Enter caption.)
Project Number:JB201133Fowler Square SI and CMT
Report Number:JB201133.0106
Bay Road and Blind Rock Road Technician:F. Torre, CWI 30 Corporate Cir Ste 201
Queensbury, NY 12804 Date:02/12/21 Albany, NY 12203-5169
Scale:Not to Scale 518-266-0310