HomeMy WebLinkAboutInspection.309 Oak Ln.0021-2022-BRES N1II GEOTECHNICAL
ENGINEERING GROUP
Grand Valley Consulting, LLC
dba Geotechnical Engineering Group
Daily Field Report
Job Name: Campaigne Tables Job #: 4890 Date: 10-24-2022
Weather Conditions & Temperature: Indoor SHOP located at 834 21 1/2 Road
Contractor's Construction Activities: Grand Junction, Colorado
for
309 Oak Lane, Aspen, CO 81611
Assembly of Framing and Sheathing on panels E101, E102, E104 and E103
Major Equipment:
GEG's Site Activities:
Observe Framing and Sheathing on panels E101, E102, E104 and E103
Verbal Communications With (circle one): Contractor/ Engineer / Owner / Architect
Name: Ryan Company: PhoenixHaus
Field Technician: Chris Hill, EIT Reviewed By: Jason Marquiss
Record 1
111 GEOTECHNICAL
ENGINEERING GROUP
Framing and Sheathing Observation Report
GEG Job NO.: 4890 Structural Engineer: Eclipse Engineering
Project Name: Campaigne Tables Technician: Chris Hill, EIT
Phoenixhaus Project NO.: 212-042 Reviewed by: Jason Marquiss
Date: 10-24-2022
Client/On-site Rep: Ryan
Panel Name (Location): E101
Plan Title: Framing and Sheathing Plan By:Y. Perrudin Date: 19-10-2022
Project Number 21-04-185
Observation
k Nailing spec, Per Shop Drawing Stud spacing, Per Shop Drawing
k 1/16" max nail head depth C Blocking, Per Shop Drawing
lk Layout breaks on stud Header(s) size
® No shiners/(Replaced)
Notes/Exceptions: This is a record of shop observation of construction at 2510
Foresight Circle, Grand Junction, Colorado. None
Person Notified of Non-Compliance: NA
Proposed Correction and Schedule for Correction: NA
X With the exceptions noted above, in our opinion, the conditions observed were in
conformance with the referenced plan sheet(s).
FS Fig: 1
111 GEOTECHNICAL
ENGINEERING GROUP
Framing and Sheathing Observation Report
GEG Job NO.: 4890 Structural Engineer: Eclipse Engineering
Project Name: Campaigne Tables Technician: Chris Hill, EIT
Phoenixhaus Project NO.: 212-042 Reviewed by: Jason Marquiss
Date: 10-24-2022
Client/On-site Rep: Ryan
Panel Name (Location): E102
Plan Title: Framing and Sheathing Plan By:Y. Perrudin Date: 19-10-2022
Project Number 21-04-185
Observation
k Nailing spec, Per Shop Drawing Stud spacing, Per Shop Drawing
k 1/16" max nail head depth C Blocking, Per Shop Drawing
lk Layout breaks on stud Header(s) size
® No shiners/(Replaced)
Notes/Exceptions: This is a record of shop observation of construction at 2510
Foresight Circle, Grand Junction, Colorado. None
Person Notified of Non-Compliance: NA
Proposed Correction and Schedule for Correction: NA
X With the exceptions noted above, in our opinion, the conditions observed were in
conformance with the referenced plan sheet(s).
FS Fig: 2
111 GEOTECHNICAL
ENGINEERING GROUP
Framing and Sheathing Observation Report
GEG Job NO.: 4890 Structural Engineer: Eclipse Engineering
Project Name: Campaigne Tables Technician: Chris Hill, EIT
Phoenixhaus Project NO.: 212-042 Reviewed by: Jason Marquiss
Date: 10-24-2022
Client/On-site Rep: Ryan
Panel Name (Location): E104
Plan Title: Framing and Sheathing Plan By:Y. Perrudin Date: 19-10-2022
Project Number 21-04-185
Observation
k Nailing spec, Per Shop Drawing Stud spacing, Per Shop Drawing
k 1/16" max nail head depth C Blocking, Per Shop Drawing
lk Layout breaks on stud Header(s) size
® No shiners/(Replaced)
Notes/Exceptions: This is a record of shop observation of construction at 2510
Foresight Circle, Grand Junction, Colorado. None
Person Notified of Non-Compliance: NA
Proposed Correction and Schedule for Correction: NA
X With the exceptions noted above, in our opinion, the conditions observed were in
conformance with the referenced plan sheet(s).
FS Fig: 3
111 GEOTECHNICAL
ENGINEERING GROUP
Framing and Sheathing Observation Report
GEG Job NO.: 4890 Structural Engineer: Eclipse Engineering
Project Name: Campaigne Tables Technician: Chris Hill, EIT
Phoenixhaus Project NO.: 212-042 Reviewed by: Jason Marquiss
Date: 10-24-2022
Client/On-site Rep: Ryan
Panel Name (Location): E103
Plan Title: Framing and Sheathing Plan By:Y. Perrudin Date: 19-10-2022
Project Number 21-04-185
Observation
k Nailing spec, Per Shop Drawing Stud spacing, Per Shop Drawing
k 1/16" max nail head depth C Blocking, Per Shop Drawing
lk Layout breaks on stud Header(s) size
® No shiners/(Replaced)
Notes/Exceptions: This is a record of shop observation of construction at 2510
Foresight Circle, Grand Junction, Colorado. None
Person Notified of Non-Compliance: NA
Proposed Correction and Schedule for Correction: NA
X With the exceptions noted above, in our opinion, the conditions observed were in
conformance with the referenced plan sheet(s).
FS Fig: 4