4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

Keenen and Mavil Lucas Plan Check Number: B2112-050, First Building Review March 13, 2022 Structural 1. See Section A on Sheet 3. The ridge board specified on the plans is a 2x6. A new ridge board should be specified not less than the cut end of the rafter per Section R802.3. N Ml Al 2. See triple joist on the Main Floor Plan on Sheet 2. A 1200-pound hanger is specified at the r same location a column cap is specified for the new post and existing beam. Plans should provide a detail of the connection. Plan should provide the make and model of proprietary hardware. R106.1.1 1�0- � r 2 3. See Wood Stair Detail on Sheet 3. The stair detail provides an intermediate support for the stair stringers, but the Main Floor Plan on Sheet 2 does not show the location of the intermediate support. Plans should be updated to show the intermediate beam support and footing. SL Sd-IT -? 4. See Gusset Detail on Sheet 3. Detail should show location and spacing of nails. Nails should have the appropriate edge and end distances. See 2018 NDS for more information. Sc-C GA-1 SSE7 v4t:-rA l L 5. See Detail 2 on Sheet S-1.0. The Simpson MPB44Z Post base appears to require a side cover of 4 inches minimum and additional reinforcement per the ICC-ES Evaluation Report ESR-3050 or per Simpson catalog. t)�_7-7/A-I L Z oN S S.- 6. See Section A on Sheet 3. It appears the floor joists sit on a 2x6 ledger. The ledger connection should be specified on the plans. R102.7.1, R106.1.1 vee� CeDOIF9 gE51-p�j(- ate S 7. Structural special inspections may be required for this project (shear wall nailing closer than 4 inches). A statement on special inspections has not been provided and should be provided on the r!ans. The statement should include a table listing each type of special inspection and should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table should include special requirements for seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, Table 1705.3. SfC c--(A-C- J t- —/Ar'PDEfD ors si�-t S. 1.3 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. Respectfully, Rakeeb Khan Residential Plans Examiner (425)257-7299 rkhan@everettwa.gov S:\RKhan\2022\B2112-050_Rl.docx 3200 Cedar Street 425.257.8810 everetteps@everettwa.gov Everett, WA 98201 425.257.8857 fax everettwa.gov/permits Page 3 of 3