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6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
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6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
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Last modified
10/25/2024 2:15:30 PM
Creation date
6/4/2024 10:53:55 AM
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Address Document
Street Name
WETMORE AVE
Street Number
6900
Tenant Name
SEATTLE BETHANY CHURCH
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• <br /> doorway would appear to be needed to exit the space. Please note that leaving an operable <br /> partition open would not satisfy this requirement as this would no longer be considered a <br /> classroom and be considered part of the circulation. Please revise plans as required. If <br /> accordion doors are to be the designated means of egress component,please provide additional <br /> information such that the provisions of IBC 1010.1.4.3 are satisfied. IBC 1006.2, 1010.1.2, <br /> 1010.1.4.3. <br /> Architect response:The exit door is already provided in the movable partition. We have added <br /> a note to provide "panic hardware and exit sign". See revised A0.2. <br /> 3. On Sheet A0.2,the addition of movable partitions appears to require validation of exit access <br /> doorways for multiple occupancy loads and configurations. For instance,the combined <br /> occupant load of Classroom 1 and 2 (and Classroom 3 is enclosed)or Classroom 2 and 3 (and <br /> Classroom 1 is enclosed)would have a combined occupant load of 76 and 78, respectively. Per <br /> IBC 1006.2.1,these occupant loads exceed 49 and would require another exit access doorway. <br /> Please update plans as required. <br /> Architect response: Each movable partition is already equipped with an exit door. We have <br /> made the doors a bit darker for clarification. See revised A0.2. <br /> 4. Please identify panic hardware on doors in the door schedule where occupant loads greater than <br /> or equal to 50 are passing through on Sheet A6.0 as this appears to be missing from the plans. <br /> IBC 1010.1.10. <br /> Architect response: We have complied. See revised A6.0. <br /> 5. On Sheet A2.0,Storage Room 129 and Cry Room 127 have a window between the (2)spaces. The <br /> Wall Type is indicated to be W2. Please clarify as it would appear that wall W2 is intended to be <br /> between these spaces. IBC 107.2.1. <br /> Architect response:The window between the (2) spaces have been eliminated. See revised A2.0 <br /> STRUCTURAL <br /> 1. It is unclear if the existing steel roof framing along Grid 2 is adequate with the removal of the <br /> posts near Grid C and D. Please verify with additional calculations as required. IBC 1604. <br /> Architect response:See Structural response. <br /> RESUBMITTAL REQUIREMENTS <br /> In order for the processing of your application to continue,it will be necessary to provide the Building <br /> Division with the following items: <br /> ❑ (2)New,complete sets of revised construction documents reflecting the corrections as <br /> required. <br /> ❑ (1)Response letter detailing how the corrections were resolved. <br /> All codes cited refer to the 2018 International Building Code(IBC),2018 International Existing Building <br /> Code (IEBC),the 2018 International Fire Code (IFC),the 2018 International Mechanical Code(IMC), <br /> and/or the 2018 Washington State Energy Code(WSEC),as amended by the State of Washington and <br /> adopted by the City of Everett. The current IBC referenced standard for accessible design is the 2009 <br /> "Accessible and Usable Buildings and Facilities" (ICC/ANSI A117.1). Federal ADA regulations and <br /> standards may be more restrictive. <br /> 3 <br /> Page\of 4 <br />
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