8410 BROADWAY 2025-09-09 - Laserfiche WebLink

Mr. Tim Irvin Fike Industrial Construction, LLC Plan Check Number: B2304-091, First Building Review May 11, 2023 Architectural 1. The Occupancy Classification for the building should be specified in the drawings. Based on the City of Everett records, the classification should be See IBC Sections 302.1 and 310.2. 2. The Construction Type for the building should be specified in the drawings. Based on the City of Everett records, the type should be N-A". See IBC Section 602.1 and Table 601. 3. The building requires the load-bearing walls to have a minimum one-hour construction per IBC Table 601. It is anticipated that the walls being repaired are load bearing. Fire-rated details should be included in the drawings. See IBC Section 703.3. 4. The insulation requirements for the walls should be specified. See WSEC Chapter 5. Structural 1. The project includes work on the structural systems. The drawings including structural work are required to be sealed and signed by a professional engineer licensed in the state of Washington. See IBC Section 107.1 and RCW 18.43. 2. The drawings specify replacement of the wall sheathing and include a nailing schedule specifying fasteners (i.e., 'snails or screws' at 6-inch field spacing; the sizes of the fasteners are not specified. The walls being repaired are likely shear walls based on their locations and may require tighter fastener spacings with specific fastener requirements, especially at the lower stories. The fastener requirements should be determined by an engineer and revised as needed. See IBC Sections 2306.1 and AWC SDPWS-15 Table 4.3A. 3. Continuing with the previous comment, the wall framing may be larger than the 2x framing specified in the drawings, especially for lower stories where higher-strength wall construction is required. See IBC Sections 2306.1 and AWC SDPWS-15 Section 4.3.7.1 and Table 4.3A. 4. The drawings specify repair of walls likely to be shearwalls that include holdown systems. The requirements for holdowns should be determined by an engineer and details included as needed. See IBC Sections 2306.1 and AWC SDPWS-15 Section 4.3.6.4.2. 5. The construction of the lateral elements may require special inspection per IBC Section 1705.12.2. A schedule of inspections specifying the types and frequency of each inspection should be included in the drawings. See IBC Section 1704.3. CO) 3200 Cedar Street 0 425.257.8810 everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 2 of 3