HomeMy WebLinkAbout2208 Sandbur Ln - Special Inspections/Engineering - 05/14/20092structural
Engineering
1329 East Seventh Street, Loveland, Colorado 80537
May 14, 2009 Office, (970) 663-6016, Fax, (970) 622-9324
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Foundation Reinforcement Observation
Lot 2, Block 11, Sidehill Subdivision
2208 Sandbur Lane
Fort Collins, Colorado
Project Number: 09-02-014-32
Dear Mr. Everit:
On May 14, 2009 this office visited the site referenced above to observe the foundation wall
reinforcement size, and location and to confirm the dowel spacing in foundation forms. The
reinforcement appeared to be in general compliance with the foundation drawing and details by
Axiom Structural Engineering, LLC, project number: JAMB-08I18-33-25, dated September 22,
2008.
There were two Ufer bars in the foundation forms. The west Ufer bar was located approximately
five feet north from the south full -height basement wall. The east Ufer bar was located
approximately five feet north from the south garage wall. The bottom row of reinforcement in
the garage was continuous and lapped and tied to the bottom row of continuous reinforcement in
the full -height basement. The two Ufer bars were lapped and tied to the continuous bottom row
of reinforcing steel.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and the 2006 IRC.
Please contact this office if there are questions, or additional information that is required. Thank
you for the opportunity to work with you on this project.
Sincerely,
O0,L/C�
Qe•034 3
Susan Tagg, P.E.
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Enclosures
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2structural
Engineering
1329 East Seventh Street, Loveland, Colorado 80537
Office, (970) 663-6016. Fax: (970) 622-9324
May 11, 2009
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Footing Observation
Lot 2, Block 11, Sidehill Subdivision
2208 Sandbur Lane
Fort Collins, Colorado
Project Number: 09-02-014-31
Dear Mr. Everit:
On May 8, 2009 this office visited the site referenced above to observe the footing form widths,
depths, and reinforcement. The continuous and isolated footing widths and depths were in
general compliance with the foundation drawing by Axiom Structural Engineering, LLC, project
number: JAMB-08I18-33-25, dated September 22, 2008. The reinforcement for the interior pad
was tied and ready to be placed in the footing. The dowel reinforcement was on site and the
spacing will be confirmed with the foundation wall observation.
Protect freshly placed concrete from temperatures that will compromise the design strength of
the concrete. Concrete placement and reinforcement is to be installed in accordance with ACI
318 and 2006 IRC.
Please contact this office if there are questions, or additional information that is required. Thank
you for the opportunity to work with you on this project.
Sincerely,
Susan Tagg, P
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2structural
Engineering
1329 East Seventh Street, Loveland, Colorado 80537
Office, (970) 663-6016, Fax: (970) 622-9324
May 20, 2009
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Perimeter Drain and Damp -proofing Observation
Lot 2, Block 11, Sidehill Subdivision
2208 Sandbur Lane
Fort Collins, Colorado
Project Number: 09-02-014-33
Dear Mr. Everit:
On May 19, 2009 this office visited the site referenced above to observe the perimeter drain and
the damp -proofing of the exterior foundation walls that retain earth and enclose habitable or
usable spaces located below grade. The perforated pipe was bedded in gravel, with building
paper over the pipe. A sump pump was located on the interior side of the foundation walls.
The damp -proofing appeared to adequately cover the foundation walls. The damp -proofing
application is used to help reduce moisture that can permeate through the foundation wall.
Damp -proofing is effective in the absence of hydrostatic pressure and cracks in the foundation.
It is important to keep vegetation that requires watering out of the backfill area of the foundation
excavation.
Please contact this office if there are questions, or additional information that is required. Thank
you for the opportunity to work with you on this project.
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Sincerely, �� � P�••�d �iop_
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Susan Tagg, P.E. ;
Enclosures _ __