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• <br /> Mr. Bryan Ploetz <br /> Sierra Construction Company, Inc. <br /> Plan Check Number: B1904-031, First Building Review <br /> June 14, 2019 <br /> 7. The Ceiling Plan on Sheet A2.01 specifies lighting for the exterior landings. The lighting shall <br /> specify a minimum 90-minute uninterrupted supply power per IBC Section 1008.3.4. See IBC <br /> Sections 1008.3.2 Item 5 and 1010.1.6. <br /> 8. The Ceiling Plan on Sheet A2.01 specifies the location of exit signs. See IBC Section 1013.1. <br /> The following comments shall be addressed: <br /> a. The space includes tall storage racks and equipment that may obscure the visibility of exit <br /> signs located directly above the doorways. The plan shall specify that the signage at the <br /> doors will include both low and high exit signs to improve visibility. <br /> b. The interior exit signs indicate directions to exit doors that are blocked by fences or other <br /> obstructions. Examples include, but are not limited to, the signs at Grids B.4/2.7, C.7/3.3, <br /> E.4/3.3, and G.2/3.3. The location and directions for the exit signs shall be revised. <br /> Additional signs shall be provided as needed to clearly indicate the locations of and paths to <br /> the exits. <br /> c. The exit sign at Grid C.7/3.3 directs occupants toward the exit located within Room 302. An <br /> additional exit sign shall be provided outside Door 302. <br /> d. The distance between exit signs appears to exceed 100 feet at multiple locations. The sign <br /> layout shall be revised as needed. <br /> Miscellaneous: <br /> 9. The partition sections on Sheet G0.03 indicate many of the partitions do not extend to the roof <br /> deck above. A detail shall be included providing top-of-partition bracing. Calculations shall be <br /> submitted review substantiating that the bracing is adequate for a minimum 5 psf out-of-plane <br /> load on the partitions. See IBC Section 107.2.1, 1604.1, and 1607.14. <br /> 10.The project includes CMU walls around the scrubber dump at Grid C.2/2.3, as shown in Section <br /> 3/A4.02. See IBC Section 107.2.1. The following comments shall be addressed: <br /> a. The vertical wall reinforcement for the walls appears to conflict, specifying bars at both 12- <br /> inch and 40-inch spacing. <br /> b. The section should also specify hooks into the foundation as shown in Detail 2/S3.01. <br /> c. The type and size of the horizontal joint reinforcement shall be specified. <br /> d. Section 3/A4.02 is not consistent with Detail 2/S3.01, showing a 1-foot extension of the <br /> slab-on-grade versus no slab extension. The drawings shall be coordinated for consistency. <br /> Structural <br /> 1. Structural special inspections are required for this project. A statement on special inspections <br /> has not been provided and shall be submitted with the permit documents. The statement shall <br /> include a table listing each type of special inspection and shall specify the extent of each <br /> inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. See IBC Sections 107.1, <br /> 1704.2.3 and 1704.3. <br /> 0 3200 Cedar Street 0 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 ��� 425.257.8857 fax everettwa.gov/permits <br /> Page 3 of 4 <br />