HomeMy WebLinkAbout440 Circle Dr - Special Inspections/Engineering - 05/25/2016 (3)QUALITY
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WWW. QUALITY-ENGINEERING.COM
May 25, 2016
Mr. Jordan Obermann .
614 W. Mountain Ave.
Fort Collins, CO 80521
RE: Footer Inspection Letter
. 440 Circle Drive
Fort. Collins, CO 80524
QE Project No. 6296-001
Dear Mr. Obermann:
At your request, a representative of Quality Engineering was present at the above referenced address
to observe and document footing and foundation wall formwork and reinforcement on May 4, 2016.
The formwork and reinforcement that we inspected is in compliance with the direction, details, and
specifications of the plans, dated February 29, 2016 with the exceptions noted:
• The spread footing between the two garage doors was specified as an 8"x24" footing and was
not 24" wide'at the time of the inspection.
• Quality Engineering verified load requirements for the foundation and requested that a
30"x30"x8";pad be poured underneath the 3'/z"x7%2" LSL post.
• Since these changes have 'been made, the footing and foundation wall formwork and
reinforcement have been, constructed in compliance with no exceptions noted.
Quality Engineering,1 LLC has only visually inspected the items noted above. We have not performed
an in-depth load analysis on all portions of the structure. It is possible that structural defects exist as
a result of items that ;Were not inspected or that were not visible. No warrantee is either expressed or
implied.
If you have any questions or if you require further investigation concerning this structure, please
call at (970) 416-7891.
Sincerely,
QUALITY ENGINEERING, LLC
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Morgan Fay, PE
Structural Project Manager
QUALITY ENGINEERING, LLC (970) 416-7891 2637 MIDPOINT DRIVE, SUITE E FORT COLLINS, COLORADO
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June 28, 2016
Mr. Jordan Obermhnn
614 W. Mountain Ave.
Fort Collins, CO 9.0521
RE: - Petgohi Fr:iiiiiiig aiid Pergola Fo6ting Inspecliori
440 Circle) Drive
Fort Collins, CO 80524
QE Project; No. 6296-001
Dear Mr. Obermain:
At your request, arepresentative of Quality Engineering was present at the above referenced address
to observe and document the structural integrity of an outdoor pergola and its foundation on .tune 27,
2016. It is Quality°Engineering's professional opinion that the footing is adequate for the pergola and
its associated loads. The pergola framing was completed in substantial compliance with the permitted
plans on tile.
Quality Engineering, LLC has only visually inspected the items noted above. We have not performed
an in-depth load analysis on all portions of the structure. It is possible that structural defects exist as
a result of items tlat were not inspected or that were not visible. No warrantee is either expressed or
implied.
If you have any questions or if you require further investigation concerning this structure, please
call at (970) 416-7,891.
Sincerely,
QUALITY ENGINEERING, LLC
Morgan Fay, PE
Structural Project Manager
DRIVE, SUITE E FORT COLLINS, COLORADO
Page 2
RE: Framing I
6296 Cirel
QE Project
Quality Enginee
an in-depth load
a result of items
implied.
spection letter
Drive Fort Collins, CO 80524
10. 6296-001
LLC has only visually inspected the items noted above. We have not performed
ysis on all portions of the stricture. It is possible that structural defects exist as
were not inspected or that were not visible. No warrantee is either expressed or
If you have any q+stions or if you require further investigation concerning this structure, please
call at (970) 416-7$91.
Sincerely,
QUALITY ENGINEERING, LLC
"{ C A
Abel Fuhrmann
Structural Desit
,&r . jAr
• U� Morgan Fay, PE
s Structural.PrQject Manager
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QUALITY
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W WW.QUALITY-ENGINEERING. COM
May 25, 2016
Mr. Jordan Obermann
614 W. Mountain Ave.
Fort Collins, CO 80521
RE: Framing Inspection Letter
440 Circle Drive
Fort Collins, CO 80524
QE Project No. 6296-001
Dear Mr. Obermann:
At your request, a representative of Quality Engineering was present at the above referenced address
to observe and document framing and connections on May 18, 2016. The formwork and
reinforcement that we inspected is in compliance with the direction, details, and specifications of the
plans, dated February 29, 2016 with the exceptions noted.
• Substitutions were made for framing connections as noted below:
Orieinal Substitution
Comments
CC46
AC6Z
Acceptable substitution - follow maximum
nailing requirements per manufacturers'
installation guide
HTHMQ-2-
SDS
HUS210-2 (Ridge Beam)
LSSU210-2 w/ A34 or A35 angle clips
Acceptable substitution - install concealed
(Valley Beams)
flange hanger first and then valley beam
hangers w/ angle clips; it was observed on
May 18, 2016 that the angle clips would be
necessary and were added per QE's request
LSU3510-2
LSSU210-2
Double -Hanger must be used with (2)-2x12's
LSSU210
which are immediately adjacent to the valley
beams; the single hanger is permitted on the
outside with a concealed flange face -
mounted hanger.
Upon installation of the substitutions, Quality Engineering has found the framing to be in substantial
compliance with the direction, details, and specifications of the aforementioned plans.
QUALITY ENGINEERING, LLC (970) 416-7891 2637 MIDPOINT DRIVE, SUITE E FORT COLLINS, COLORADO
.0
Page 2
RE: Framing Inspection Letter
6296 Circle Drive Fort Collins, CO 80524
QE Project No. 6296-001 .
Quality Engineering, LLC has only visually inspected the items noted above. We have not performed
an in-depth load analysis on all portions of the structure. It is possible that structural defects exist as
a result of items that were not inspected or that were not visible. No warrantee is either expressed or
implied.
If you have any questions or if you require further investigation concerning this structure, please
call at (970) 416-7891.
Sincerely,
QUALITY ENGINEERING, LLC
r%2
Morgan Fay, PE
Structural Project Manager