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Home My WebLink About830 Maple St - Special Inspections/Engineering - 09/16/2009T-2 Structural Engineering 1;29 Fast Seventh Sheet Loveland Colot tdo 80-37 Office (970)G63-G016 Fax (970)622 9924 September 16, 2009 Jamestown Builders LLC 3003 East Harmony Road, 4th Floor Fort Collins, CO 80528 Foundation Reinforcement Observation at the House and Detached Garage Lot 23, Block 293, West Addition 830 Maple Street Fort Collins, Colorado Project Number 09-014-011-32 Dear Mr Everitt On September 15 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 at the house and detached garage The reinforcement appeared to be in general compliance with the foundation drawing and details by T2 Structural Engineering, project number 09-14-011, dated June 24, 2009 There were three Ufer bars The Ufer bar on the detach garage was on the east wall approximately fourteen feet towards the south of the front garage wall The other two Ufer bars were located on the east full height foundation wall on the house One Ufer bar was approximately five feet towards the south of the northern wall and the other Uffer bar was approximately four feet towards the north of the southern 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, ospn0 VCF� Susan Tagg, P E €P 1 6 2— a 0 Enclosures t��'S10"vAt.�'° _- `' ' s .� t.� �,•, _ .. 'L �'. �F �� Y e T2Structural Engineering 1329 Fast Seventh Street Loveland Coloiado 80937 Office (970) 663 6016 Fax (970) 622 9924 September 14, 2009 Jamestown Builders, LLC 3003 East Harmony Road, 4th Floor Fort Collins CO 80528 Footing Observation at the House and Detached Garage Lot 23, Block 293, West Addition 830 Maple Street Fort Collins, Colorado Project Number 09 014 011-31 Dear Mr Everitt On September 11, 2009 this office visited the site referenced above to observe the footing form widths, depths, and reinforcement at the house and the detached garage The continuous and isolated footing widths and depths were in general compliance with the foundation drawing by T2 Structural Engineering, project number 09-14 011, dated June 24 2009 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, pp G Susan Ta P 40343 gg' —,' P 1 4 200 Enclosures �u'�1VAL No Text 2Structural Engineering 1 129 Fast Seventh Sheet Loveland Colorado 80F37 Office (970) 663 6016 Fax O70) 622 9324 September 25, 2009 Jamestown Builders, LLC 3003 East Harmony Road, 41h Floor Fort Collins CO 80528 Perimeter Dram and Damp -proofing Observation Lot 23, Block 293, West Addition 830 Maple Street Fort Collins Colorado Project Number 09-014 011-33 Dear Mr Everitt On September 24, 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 and the damp -proofing for the detached garage 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 100 UCH O:,Y �PNI 7�,q�'�S_ Susan Tagg, P E �'p 2 5 200y Enclosures t�dA1 F 044 r U ri