HomeMy WebLinkAbout2202 Cocklebur Ln - Special Inspections/Engineering - 07/29/20092Structural �Dqo �
Engineering
1329 East Seventh Street, Loveland, Colorado 80537
Office, (970) 663-6016, Fax, (970) 622-9324
July 29, 2009
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Footing Observation
Lot 4, Block 10, Sidehill Subdivision
2202 Cocklebur Lane
Fort Collins, Colorado
Project Number: 09-14-037-31
Dear Mr. Everitt:
On July 28, 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 T2 Structural Engineering, project number:
09-14-037, dated June 21, 2009. The reinforcement for the interior pad was tied and 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.E.
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Engineering
1329 East Seventh Sheet, Loveland, Colorado 80537
Office, (970) 663-6016,. Fax, (970) 622-9324
August 6, 2009
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Foundation Reinforcement Observation
Lot 4, Block 10, Sidehill Subdivision
2202 Cocklebur Lane
Fort Collins, Colorado
Project Number: 09-14-037-32
Dear Mr. Everitt:
On August 6, 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
T2 Structural Engineering, project number: 09-14-037, dated June 21 , 2009.
There were two Ufer bars, one on each side of the foundation. The east Ufer bar was located
approximately six feet towards the north of the front garage wall. The west Ufer bar was located
approximately five and half feet towards the north of the front full -height basement' wall. The
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, p0 L/_
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Susan Tagg, RE SIG 0 6 20Q8
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.2 Structural 0�6w
Engineering
1329 East Seventh Street, Loveland, Colorado 80537
Office: (970) 663-6016, Fax: (970) 622-9324
August 12, 2009
Jamestown Builders, LLC
3003 East Harmony Road, 4th Floor
Fort Collins, CO 80528
Perimeter Drain and Damp -proofing Observation
Lot 4, Block 10, Sidehill Subdivision
2202 Cocklebur Lane
Fort Collins, Colorado
Project Number: 09-14-037-33
Dear Mr. Everitt:
On August 12, 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
exterior perimeter drain pipe should drain towards and be connected to the subdivision under
drain.
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.
Sincerely, ®ep•�O L�CF
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Susan Tagg, RE UG 1 2 20I�
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