2719 LEONARD DR 2024-12-09 - Laserfiche WebLink

Jose Villagomez Cascade Cleanup and Restoration, Inc. Plan Check Number: B2106-009, First Building Review October 12, 2021 13. The plans should show that the building is required to undergo an air leakage test (performed by a licensed 3rd party agency). The testing requirements should be shown on the plans according to WSEC Section R402.4.1.2. See selected energy credits for additional requirements. 14. See selected energy credit option 3.5. The plans should specify the option being selected and should specify the heating equipment type and the minimum equipment efficiency. WSEC Table R406.3 15. See selected energy credit option 4.2. The plans should specify the option being selected and should specify the heating equipment type and show the location of the heating and cooling equipment. 16. See selected energy credit option 5.3. The plans should specify the option being selected and should specify the water heating equipment and the minimum efficiency. 17. See selected energy credit option 7.1. The plans should specify the option being selected. Structural 1. Braced wall lines should be identified on the construction drawings. R106.1.3 2. See APA Wall Bracing Calculator Project Report, Sheet A-1 and A-2. The maximum braced wall line spacing for all residential structures in SDC DO — D2 is 25 feet, with two exceptions where the code allows spacing of 35 feet (see IRC Table R602.10.1.3 and Item Number 3 in IRC Table R602.10.3(4)). It appears that the braced wall line spacing is 40 feet for the two-story house and this exceeds the maximum allowed of 35 feet. Please update the layout of the braced wall lines to meet the maximum allowed distance and update the calculations in the APA Wall Bracing Calculator Project Report. 3. Continuing with the previous comment, Braced Wall Line A on page 2 of the calculations should be updated to a wall length of 26 feet. The first story wall on Wall Line A is not a continuous 60-foot wall. Also, calculations should be updated to Seismic Design Category D2 per EMC Section 16.01.010(J) 4. See Sheet A-1. A braced wall system is required on the garage walls adjacent to the garage doors and the back of the garage/entrance into the house. Plans should specify type, location, and provide any required details. It appears that a detail for CS-PF is provided on a sheet not numbered (next page after A-5). Plans should reference detail and specify location. Note that (2) 3'-0" CS-PF braced walls on each side of the garage door opening may not meet the required braced wall length for seismic and should be verified. See Table R602.10.3(3) for bracing requirements based on seismic design category D2 and Table R602.10.3(4) for any applicable seismic adjustment factors. 3200 Cedar Street © 425.257.8810 O everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/permits Page 3 of 5