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View Ridge Community Church Plan Check Number: B1803-040, First Review May 25, 2018 10.The shearwall "Holdown Schedule"is provided on Sheet S-1. See IBC Section 107.2.1 The following comments should be addressed: a. The schedule specifies connection hardware identified as"SD"and "SB". These terms should be included in the"Abbreviations and Acronyms"schedule on Sheet S-1. b. The structural notes do not appear to specify the required materials for the SB5/8"and threaded rod anchor bolts. The notes should be revised. 11. Sheets S-4 and S-5 are identified as"Lower Floor Plan"and "Main Floor Plan", respectively. The Sheets appear to show the main floor and roof framing, respectively. The sheet labels should be revised for clarity. See IBC Section 107.2.1. Foundation System: 12.The depths of the footings on Sheet S-3 should be specified. Specified depths should reference the top or bottoms of the footings. Note that the continuous, spread, and retaining wall footings do not have a uniform thickness; footing depths should be specified accordingry. The minimum depth should not be less than 18 inches for frost protection per Section 11.0 Foundations of the geotechnical report. See IBC Sections 1603.1 and 1809.5. 13. Section 4.1 Stratigraphyof the geotechnical report states that the upper 2.5 to 3 feet of soil consists of unsuitable fill material. The foundations should bear on competent soil below the fill. Alternatively, a note should be added to the"Foundations and Retaining Walls"section of the General Structural Notes on Sheet S-1 requiring removal and replacement of the existing fill with compact structural fill. See IBC Sections 1603.1.6 and 1804.6. 14.The new foundations connect to the existing foundations at multiple locations. Documentation verifying that the existing foundations are compatible with the proposed depths for the new foundations should be submitted for review. Where the depths of the new foundations are lower than the existing foundations, the design shall be revised. See IBC Section 1604.1 15. Continuing with the previous comment, where the depths of the new foundations are lower than the existing foundations, the design shall require protection of the existing foundations against movement. A note should be added to the"Foundations and Retaining Walls"section of the General Structural Notes on Sheet S-1. See IBC Section 1804.1. 16.The addition includes retaining walls and building foundation walls that retain soil at the north and south ends. The top-of-wall elevations are not clear and should be specified on the drawings. See IBC Section 1603.1. Gravity System: 17.The addition includes a small transitional area between the west and south sides. The Main Floor and Roof framing in this area are not specified. The plans should be revised to clarify the required framing. See IBC Section 1603.1. 18.The Main Floor and Roof framing include a line of PSL-beams supported on wood posts per Detail BOB/S-2. The detail specifies to perform a 3/4-inch depth cut through beams that are continuous over the support. Provide documentation from the manufacturer substant'a (..Page 9 of CITY OF EVERE1T • 3200 Cedar Street • Everett,WA 98201 • (425) 257-8810 • Fax(425) 257-8857