7104 BEVERLY LN 2025-04-11 - Laserfiche WebLink

S • Mr. Mazen Wallaia Plan Check Number: 82107-068,Frst Building Review August 18, 2021 R406.2. A schedule of the selected credits should be included in the drawings. The performance requirements for the selected credits should be specified when applicable. The typical insulation requirements on Sheet A0.1 and the details should be revised where required for consistency with the selected energy credits. See Section R106.1.1. "N/A"since we are not requesting any addition to the house"However we are upgrading the roof insulation to R49. Structural 1. The construction drawings should include a schedule of fasteners per Table R602.3(1). Note that providing a reference to this table in the drawings does not satisfy this requirement. In addition, the make and model of proprietary connection hardware should be specified where used. See Section R106.1.1. "N/A"No new structural added 2. The new interior walls, including infill of existing openings,should be clearly delineated in the floor plan on Sheet A0.4. Details for the construction of the walls should be provided. The details should including top and bottom sill connections to the existing structure; blocking should be provided at the roof where the top plates do not align with the ceiling framing. See Section R106.1.1 and R602.5. Section R106.1.1 and R602.5. 'Added detail for the interior walls" 3. Sheet A0.3 shows demolition and enlarging of the doorway leading to the proposed Living Room (currently the Carport). The construction drawings should specify the required framing, including but not limited to a new header, and supporting king and jack studs. The construction should comply with Section 602.7. See Sections R106.1.1 and R301.1. "N/A" 4. The"Typical Wall Section"on Sheet A0.4 specifies the existing thickened slab for the foundation under the new Living Room exterior walls. The following comments should be addressed: a. Additional information should be provided including but not limited to the dimensions and reinforcement The construction should comply with Figure 403.1(1)-1 and Section R403.1.3. The minimum depth should not be less than 12 inches per Section R403.1.4. b. Wood construction should be located at least 6 inches above the adjacent grade per Sections R317.1 and R404.1.6,a 2-inch clearance is acceptable per Section R317.1 Item 5. c. Wall sill plate anchors should comply with Sections R403.1.6, R403.1.6.1, and R602.11.1. Alternatively, an engineered design may be performed per Section R301.1.3. "N/A" 5. The enclosed portion of the building should be provided with wall bracing on all three sides per Section R602.10. The locations of the walls should be shown in the floor plan on Sheet A0.4. Construction requirements for the walls should be specified. 'N/A"No new structural added This review has been performed for general compliance with the building codes as adopted and amended by the state of Washington and the city of Everett. Corrections and comments made during the review process do not relieve the project from compliance with code and permit requirements. The designers-of-record are responsible for a complete design in accordance with the laws of the state of Washington. If you have any questions or require additional clarification, please contact us. 0 3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov Everett, WA 98201 425.257.8857 fax everettwa.gov/permits Page 3 of 4)