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' � � <br /> ,; <br /> January 11, 2000 <br /> Town & Country Post Frame Buildings <br /> 16521 Hwy 99 <br /> Lynnwood WA 98037 <br /> Subject: Project Canyon Lumber <br /> Job Address: 3821 - 26'"Pl � <br /> Plan Check No.B9912-048 <br /> Tn response to your application for a construction permit, your pians have been re- <br /> examined and you aze advised that the issuance of a permit is being withheld for the <br /> reasons listed on the attached. These comments address building issues only. Additional <br /> revisions or additioiu may be required by other departrnents (such as Utilities, Ylanning <br /> or Fire). All refe;ences refer to the 1994 Uniform Building Code, as amended by the <br /> State of Washington and/or Washington State Energy Code 1994 Edition, unless stated <br /> otherwise. <br /> In order for the processing of your application to continue, it will be necessary to <br /> provide the Building Division with two complete new seLs of drawings reflecting the <br /> corrections requested. <br /> 1. The west will is shown at 3 feet from the property line on the site plan: Per Table <br /> 5-A that wall should be protected by a minimum of one-hour fire resisdve <br /> construction. Details and a fire-resistive listing should be provided. Section 503.2. <br /> 2. A more complete and accurate lateral analysis is required. The analysis, as <br /> submitted, appears to conclude that the sLucture is adequately supported laterally by <br /> (4) 6 x 6 and (2) 4 x 6 hem-fir /il post,. The metal cladding is said to provide <br /> "additional strength" of 150 If/ft. Please re-evaluate your calculations and resubmit. <br /> For the posts, include a free body diagram of force distribution. (including axial), <br /> correct section moduli, an allowable bending stress that corresponds with the <br /> specified grade, and a corresponding footing design (spread or caisson?). If the <br /> metal roofing and cladding is used to contribute, a third sheaz wall will be required <br /> (UBC 7.315.1). Also, provide wall and roof fastener requirements and corresponding <br /> allowable shear capacities as provided by the manufacturer. <br />