1400 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS 2022-08-29

• • Ms. Finsch Tiscareno Associates Plan Check Number: B1801-032, First Review March 13, 2018 considering the actual weight of the planters with a superimposed live load of 20 psf. The loading criteria on Sheet S001 should be revised. See IBC Section 1607.12.3.1. 5. Note 10 on Sheets S211a through S211c state a shear load as"[2000LBS] The magnitude of the load and units (i.e., total load or load per-linear-foot) should be verified. A detail should be provided in the drawings showing the required connections between the trusses, roof diaphragm, and shear wall. See IBC Sections 1603.1.8. 6. Calculation page SC115 specifies 2x8 framing that is Grade DFL #1. The table of solid wood lumber in the "Wood Framing'section of the Structural General Notes on Sheet 5003 does not include this size and grade, and should be revised. See IBC Section 1072.1. 7. Sheet A208 and Sections 14/A412 and 15/A412 appear to show steel-framed canopies on at Grids S-A/S-7 — S-8 and S-C/S-7 — S-8. Documentation substantiating the design of the canopies should be submitted for review. Where the canopy relies on the main building structure for support, documentation substantiating the design of the supporting framing and connections should be submitted for review. See IBC Sections 107.2.1, 1603.1, 1604.1, 1604.4, 1609.1.1, and 1613.1, and ASCE 7-10 Sections 1.4 and 12.1.3. 8. Sheet S207a shows six architectural columns near Grid S-A that extend to and partially support steel-framed canopies at the fourth story. See Sheet A211a and the isometric views on Sheet A900. Documentation substantiating the design of the canopies should be submitted for review. Where the canopy relies on the main building structure for support, documentation substantiating the design of the supporting framing and connections should be submitted for review. See IBC Sections 107.2.1, 1603.1, 1604.1, 1604.4, 1609.1.1, and 1613.1, and ASCE 7- 10 Sections 1.4 and 12.1.3. 9. The project includes cantilever canopies in the parking area per Sheet A100b. The design for the canopies should be included in the structural drawings. Calculations substantiating the design should be submitted for review. See IBC Sections 1603.1 and 1604.1. 10.The vertical design of all gravity and lateral framing shall include the vertical earthquake component per ASCE 7-10 Sections 12.4.1, 12.4.2, and 12.4.2.2. See other comments below regarding the design of structural framing and systems throughout the structure. See IBC Section 1613.1. Foundation System: 11. Note 5 on Sheets S207a and S207b specifies the top of footings as X'-X". It appears an actual elevation is intended. The note should be revised as needed. See IBC Section 1603.1. 12.The"Soils and Foundations" section of the Structural General Notes on Sheet S001 indicates that the foundation system consists of shallow footings and slabs-on-grade. See also Note 6 on Sheets S207a and S207b. However, the foundation sections on Sheets S301 and S302 indicate that portions of the foundation system may be supported on piles. It is anticipated that rigid ground improvements may be intended. Foundations that do not effectively bear on the soil do not qualify as shallow foundations per IBC Section 1809.2. Foundations supported e3of11 CITY OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax(425) 257-8857