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HomeMy WebLinkAbout2127 Cocklebur Ln - Special Inspections/Engineering - 08/12/20092structural Engineering 1329 East Seventh Street Loveland Coloiado 80937 August 12, 2009 Office (970) 663-6016 Fax (970) 622-9324 Jamestown Builders, LLC 3003 East Harmony Road, 41h Floor Fort Collins, CO 80528 Foundation Reinforcement Observation Lot 13, Block 9, Sidehill Subdivision 2127 Cocklebur Lane Fort Collins, Colorado Project Number 09-14-032-32 Dear Mr Everitt On August 7, 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 09-14-032, dated June 19, 2009 There were two Ufer bars, one on each side of the foundation The east Ufer bar was located approximately six feet towards the south of the front garage wall The west Ufer bar was located approximately five feet towards the south 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, �� Russ Zoetewey, E I T Susan Tagg, P Enclosures 2structural Engineering 1 ';29 East Seventh Sheet Loveland Coloiado 80937 Office (970) 663-6016 Fax (970) 622-9ri24 July 29, 2009 Jamestown Builders, LLC 3003 East Harmony Road, 4th Floor Fort Collins, CO 80528 Footing Observation Lot 13, Block 9, Sidehill Subdivision 2127 Cocklebur Lane Fort Collins, Colorado Project Number 09-14-032-31 Dear Mr Everitt On July 29, 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 09-14-032, dated June 19, 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, llL 2 9 20 Susan Tagg, P E Enclosures 2structural f'cl ° Z)g57 Engineering 1329 East Seventh Street Loveland Coloiado 80937 August 12 2009 Office (970) 663 6016 Fax (970) 622 9324 Jamestown Builders, LLC 3003 East Harmony Road 4th Floor Fort Collins CO 80528 Perimeter Drain and Damp -proofing Observation Lot 13, Block 9 Sidehill Subdivision 2127 Cocklebur Lane Fort Collins Colorado Project Number 09 14-032 33 Dear Mr Everitt On August 11, 2009 this office visited the site referenced above to observe the perimeter dram 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 dram pipe should dram towards and be connected to the subdivision under dram 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, Russ Zoetewey, E I T Ltd,+{��� Susan Tagg, P E Enclosures y wn 12 2Q0 S b w