Laserfiche WebLink
411 <br /> Mr. Mcllvain <br /> CRM Architects&Planners, Inc. <br /> Plan Check Number: B1805-010, Second Review <br /> December 4, 2018 <br /> 11.This comment has not been completely addressed: <br /> a. No additional comment. <br /> b. No additional comment. <br /> c. No additional comment. <br /> d. The original comment stated that the Window Elevations on Sheet A7.1 shall specify <br /> maximum U-values or minimum R-values per Table C402.4. The elevations specify <br /> minimum U-values or maximum R-values instead, and should be reversed. <br /> Specifications have been revised <br /> Miscellaneous: <br /> 12. No additional comment. <br /> Additional Comments: <br /> 13.The Engineer-of-Record (EOR) for the building design has changed from Fullerton Building <br /> Systems, Inc., to Martin Consulting Group, Inc. However, the architectural sections on <br /> Sheets A6.1 and A6.2 still retain multiple references to"coordinate with Fullerton". <br /> Additional incorrect references may occur throughout the drawing set. The drawings <br /> should be reviewed and revised to provide clear coordination between the disciplines. See <br /> IBC 107.2.1. <br /> All references to Fullerton have been omitted or revised to reference structural drawings. <br /> 14.The architectural drawings include structural information that duplicates or differs from <br /> information provided in the structural drawings. A note shall be provided in the General <br /> Notes on Sheet A0.1 stating: "The architectural drawings include structural information that <br /> is duplicated by the structural drawings. Where discrepancies occur, the structural drawings <br /> shall control the structural work to be performed." See IBC Section 107.2.1. <br /> Note added to drawing A0.1. <br /> Structural <br /> General: <br /> 1. This comment has not been completely addressed. A statement on special inspections is <br /> provided on Sheets S-1.0 for the building above the foundation. The statement shall be <br /> expanded to list each type of inspection required for each material, and shall specify the <br /> extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table <br /> shall include special requirements for seismic and wind resisting systems as required by IBC <br /> Sections 1704.3.2 and 1704.3.3, respectively. Alternatively, the statement shall reference <br /> the special inspections tables on Sheet SF1.1. Note that special inspections for steel <br /> construction (i.e., trash enclosure) are not included and shall be added. See IBC <br /> Sections 107.1, 1704.2.3 and 1704.3. <br /> See Structural Response letter <br /> 2. No additional comment. <br /> 0 <br /> 3200 Cedar Street 0 425.257.8800 everettpw@everettwa.gov <br /> Everett,WA 98201 O 425.257.8882 fax O everettwa.gov <br />