9227 4TH AVE W 2024-08-12 - Laserfiche WebLink

gThStructural Desi n Associates J J Engineering Structures to Last VE k JUL i 2 ?023 LJ July 5, 2023 CITY OF EVERETT Permit Services Subject: Building Official Comments, Permit# B2301-001 SDA Job# 9175 To whom this may concern: At the request of Rick Spuls, this office reviewed the subject project to answer the building official comments. The following is the answer to those comments. 14. See Special Inspection Table on S-5.0. 15. See General Fastener Schedule on S-5.0. • Models of hardware are shown on the plan, make is shown in the Framing Notes#16 on S-1.0. 16. See added Roof Truss Note on S-1.0 18. Force Transfer Around Opening was used in this project where discontinuous shearwalls were above beams. This method reinforces the wall panels with collectors and tension straps allowing the wall to be modeled as a single wall segment with the tension and compression forces being resolved by the outermost chords. The headers are not being loaded by the lateral force resisting system. 19. Please see S-1.2. 20. The referenced equations pertain to LRFD. This project was designed using ASD. The holdown and anchor rod specified are tested pre-assembled items with provided allowable loads based on testing results which have shown to meet code standards. All load combinations shown on pg.7 of the calculation package are calculated. The unfactored seismic holdown forces can be seen on page 13. Attached is a copy of the background calculation showing the factored seismic tension holdown force, pg. 67. Please contact me with any questions concerning this letter. COVl 4,A,r of w"sy C Respectfully, ti G r; elk a 46, 34383 , A. Chris Lalonde kisre09 JUL 0 6 2023 3006 Ruckcr Avenue 1?vcrctt,WA 98201 Ph: 425-339-0293 v ww.sdaeverett.com