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, <br />October 4, 1993 <br />�. ,-. <br />�UBC/L K/O«X5 <br />Mr. Steve 1'homas <br />Thomas/Bordewick Architects <br />2630-116th Avenue Northeast <br />Bellevue, Washington 98004 <br />RE: Owner: Tony Holganza <br />Job Address: Lot 68 Division 2 Powder Mill Highlands <br />Plan Check No: B-42026 <br />Deaz Mr. Thomas: <br />In response to your application for a construc6on permit, your plans have been examined and <br />you are advised that the issuance of a permit is being withheld for the reasons listed below. <br />These comments address building issues only, additional revisions or addidons may be <br />required by other de�artmcnts (such as Utilities, Planning or Fire). All references refer to the <br />1991 Uniform Buildmg Code, as amended by the State of Washington and/or Washington <br />State Energy Code 1991, 2nd Edidon, unless stated otherwise. <br />. ✓1. <br />/u�`o�/. <br />/; i <br />Please provide a signed azchitect's stamp on each sheet of the drawings. <br />WAC 308-12-081. <br />Please note that the stamp is required, as this building is over 4,000 square feet. <br />RCW 18.08.410. <br />The 4z12 floor beams (both center support and support under the guost bedrooms) aze <br />over stressed. <br />My calculations indicate failure under horizontal shear conditions. <br />Please provide engineering calculadonstojusdfy the proposed beam size. <br />The 4x4 posts supporting the floor beams require a positive mechanical tie to their <br />footings. <br />An example of a positive mechanical He would be a simpson PB44 post base. <br />Many places in the roof framing require engineering calculadons to justify beam and <br />header specs and truss connections. <br />Piease provide engineering calculations for the following: <br />Gazage Door Headers <br />Headers supporting hip master or girder trusses <br />Hip/girder truss connections shear wall truss blocking <br />CIN OF EVEREI'T• 3200 Cedar Street • Everett, WA 98201 •(206) 259-8800 • Fax (206) 259-8882 �� <br />