8417 EVERGREEN WAY 2022-05-23 - Laserfiche WebLink

• NTr. Mclivain CRM Architects&Planners, Inc. Plan Check Number: B1805-010, Second Review December 4, 2018 3. This comment has not been completely addressed. Sheet S-1.0 specifies the Deferred Submittals. Special inspections shall be performed unless the shops are registered and approved to perform work without special inspections. The Deferred Submittal requirements shall require special inspections to be performed if work is not performed by approved fabricators. See IBC Sections 1704.2.5, 1704.2.5.1, and Section 1704.5 Items 1 and 2. See Structural Response letter 4. No additional comment. 5. No additional comment. 6. No additional comment. 7. This comment has not been addressed. The original comment stated that the design seismic and wind base shears should be stated in the"Design and Loading"criteria in the General Notes and Specifications on Sheet SO.O. See IBC Sections 1603.1.4 and 1603.1.5. The following comments should be addressed: a. State the seismic and wind base shears. b. State the basic lateral force resisting system. c. State the response modification coefficient (i.e., R-value). d. State the mapped spectral response acceleration at 1 second (i.e., Si). e. Revise the design short-period spectral response acceleration (i.e., Ss). The value should be SS=0.947 per the structural calculations. See Structural Response letter 8. No additional comment. 9. No additional comment. Foundation System: 10. No additional comment. 11. No additional comment. 12.This comment has not been completely addressed. The design of the base plates and anchor bolts is unclear, and should be reviewed and revised. Duplicate and unused information should be removed from the construction drawings. See IBC Section 107.2.1. The following comments shall be addressed: a. The column base plate information in Details 4/SF1.2 and 6/SF1.2 (previously 10/SF1.2 and 12/SF1.2) references new Sheet S1.3. Details 10/S-1.3 and 12/S-1.3 specify the base plate as"by others". Detail 5/S1-3 specifies base plate demensions. b. Details 10/S-1.3 and 12/S-1.3 specify 1.25" F1554 anchor bolts. Detail 5/S-1.3 specifies 0.75"A307 anchor bolts. O0 3200 Cedar Street 425.257.8800 everettpw@everettwa.gov / - Everett,WA 98201 ® 425.257.8882 fax © l�everettwa.gov i //r,;