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( <br /> Capital Architects, Inc. <br /> 2R13 Rockefclicr Ave. <br /> r...�,�u �cn �xmt <br /> � �I <br /> City of Everett <br /> 3200 Cedar Street <br /> Everett,WA 98201 <br /> Attentfon: Meg M.Haley <br /> Plans Examiner <br /> Project: T.I. Restroams <br /> Job Address: 2701 Wetmore Avenue <br /> Plan Review <br /> No: 80706-074 <br /> Dear Meg, <br /> In response to your letter October 25'",we note the following in accordance with items listed in your letter <br /> The following are responses intended to resolve all field inspection issues anu to allow the owner to <br /> campiete the Restroom�.I. <br /> 1. The construction type of the buitding on Sheet A-1.0 of the permit issued on 8-6-07 has been <br /> revised to a Type III classification. Refer to the graphic 11 x 17 floor plans and elevations which <br /> indicate occupancy, sprinklers, wood construction locations, exits and height of building. With the <br /> classification of Type III we propose to proceed with the wood frame non load bearing interior <br /> walls at the Restrooms. <br /> 2. Type A construction is selected in accordance with Table 601. This table indicates that Type 711 <br /> A construction requires the following: <br /> a. Structural Frame 1 hr <br /> b. Bearing walls Exterior 2 hr <br /> c. Bearing walls Interior 1 hr <br /> d. Nonbearing walls Interior 0 hr <br /> e. Floor construction 1 hr <br /> f. Roof Construction 1 hr <br /> g. Exterior nonbearing walls per Table 602 <br /> All applicable footnotes include: e, c, d. <br /> 3. Sheet A-2.2 indicates the filled in east wall. Refer to the graphic 11 x 17 sheets which indicate <br /> that this is not a required exit. Note the use and occupant loads indicated. <br /> 4. Partial height wails at the restrooms will remain to allow for existing mechanical dudworklunit <br /> hanging from the floor slab over. The owner is proposing dropped ceiling with vinyl covered <br /> board. <br /> a. Partitions will meet uniformly distributed live load of 5 pounds per square foot per IBC <br /> 1607.5 Refer to attached engineering calculations by Perbix Bykonen along with the <br /> requirement for a double top plate to act as a beam to meet requirements herein. <br /> Capital Architects, Inc. <br /> i�•e as.3��.��� <br /> I�a�: �12i.lti.FIA9 � <br /> r�,nt..�.•: e��.atznr�wa <br />