HomeMy WebLinkAbout2227 Cocklebur Ln - Special Inspections/Engineering - 04/22/20092 Structural
Engineering
1 329 List Seventh tiheel Wvel i ni i-olot nio 80q';7
Office (970) 663 C01( Fax ( )70) 622 9324
April 22, 2009
Jamestown Builders, LLC
3003 East Harmony Road 41h Floor
Fort Collins CO 80528
Perimeter Dram and Damp -proofing Observation
Lot 22 Block 9, Sidehill Subdivision
2227 Cocklebur Lane
Fort Collins, Colorado
Project Number 09-14-003-33
Dear Mr Event
On April 22 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 The perimeter drain pipes were connected to a sump pump located inside
the foundation ,Nalls
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 opportunitv to work with you on this project
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Susan Tagg, P E 40343
Z4PR 2 2 200�
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2Structural'
Engineering
192a East tieventh Meet Loveland L0101ado 80S,7
Office (370) GG, GOIG Fax ()70) 622 9124
April 14 2009
Jamestown Builders LLC
3003 East Harmony Road, 4`h Floor
Fort Collins, CO 80528
Footing Observation
Lot 22 Bloch 9 Sidehill Subdn ision
2227 Cocklebur Lane
Fort Collins Colorado
Project Number 09-14-003-31
Dear Mr Event
On April 1 3, 2009 this office visited the site referenced above to observe the tooting form
widths depths and reinforcement The continuous and isolated footing "iidths and depths were
in general compliance with the foundation drawing by T2 Structural Engineering project
number 09-14-001, dated April 1 2009 The reinforcement for the interior pad was tied and
ready to be placed in the tooting 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 fhe opportunity to work with you on this project
Sincerely OQ00 Llgs,I,
c
Susan Tagg P E 40343
PR 1 4 200.?
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