2721 WETMORE AVE MARQUEE APARTMENTS 2023-06-28

• • . Mr. Art Skotdal Skotdal Real Estate Plan Check Number: B1906-031, Second Building Review-Structural October 18, 2019 consistent with the plans (e.g., "PO"vs"P1a, "P10"and "Foundation"vs"P2", etc.). One section shows a continuous floor versus the floor opening shown on Sheet S2.01. g. Detail 16/S6.00 includes a section that is not referenced in the general wall elevation. h. The columns on Grids D and H/6 at Level P1 per Sheet S2.01, and Grids F, G, and H at Level 1 on Sheet S2.06, appear to be shifting at floor line. This may occur at other locations and on other levels. The design shall be reviewed and revised as needed. i. Multiple columns have been rotated at the floor lines. The slab shear stud reinforcement has been oriented with the columns above instead of the column below. See Grid H/3 at the Level 2 slab on Sheet S2.06 as an example. The shear stud reinforcement shall be reviewed for all columns and revised as needed to provide the correct orientation. 8. This comment has not been completely addressed. The original comment stated that the thicknesses of the concrete walls throughout the building were not clearly defined. See IBC Sections 107.2.1 and 1603.1. The following comments shall be addressed: a. Foundation Note 5 on Sheet S2.00 specifies the typical wall thickness as 8 inches. The project does not appear to include any 8-inch walls, while 10-inch walls appear to be the typical condition. The note shall be revised. b. The wall at Grid D/1-2 on Sheet S2.00 has been reduced to 14 inches thick. However, the wall is specified as a 10-inch wall on architectural Sheets A-2.0 and A-9.0. The drawings shall be coordinated. The structural design shall be revised and supplemental calculations substantiated the design of the wall shall be submitted for review as needed. 9. No additional comment. 10. No additional comment. 11.This comment has not been completely addressed. Sheet S2.16 provides a framing plan for a roof penthouse. The plan has been revised but remains incomplete. See IBC Sections 1603.1 and 1604.1. The following comments shall be addressed: a. The gravity framing shall be specified. b. Diaphragm sheathing shall be specified. c. Shear walls shall be specified. d. Connection details between the roof and walls, and between the walls and roof below, shall be specified. e. Calculations shall be provided to substantiate the design. Foundation System: 12.This comment has not been completely addressed. The original comment addressed the design of the perimeter wall foundations. The Foundation Schedule on Sheet S2.00 specifies 2-foot wide footings with longitudinal reinforcement. The thickness and transverse reinforcement are not specified. This information is not provided in the building sections. See IBC Sections 1603.1 and 1901.5 Item 3. O3200 Cedar Street © 425.257.8810 ED everetteps@everettwa.gov Everett,WA 98201 425.257.8857 fax everettwa.gov/per s Page 4 of 11