HomeMy WebLinkAbout7221 Fort Morgan Dr - Correspondence - 12/14/2000COBB ASSOCIATES, INC.
STRUCTURAL ENGINEERS
THE RANCH OFFICE COMMONS
2000 W. 9 20TH AVENUE, SUITE 9
OENVER, COLORADO B0234
(3031 460-0053 FAX (303) 460-7542
December 14, 2000
Melody Homes
11031 North Sheridan Boulevard
Westminster, Colorado 80020
Attention: Shawn Weiman
Subject:
Lateral Load Design
Cobb Associates Job No. 0905080
Gentlemen:
7a a
At your request, I have reviewed the structural framing for the
following plans: 1336, 1375, 1605, 1670, 1680, 1804, 2033, 2043,
2067, 2230, 2505, 2527, 2585, 2640, 2815, 2891,
2927, and 3251.
Our office has designed the lateral bracing for these models in
accordance with the requirements set forth in the 1994 and 1997
editions of the Uniform Building Code for a basic wind speed of
90 miles per hour, exposure category C. This design is also
adequate for 100 miles per hour, exposure category B. The
bracing specifications are shown on the structural framing plans.
Please call if there are any questions.
Sincerely,
COBB ASSOCIATES
Bryan Cobb
Revi
Wayne