4800 DOGWOOD DR 2022-02-28 - Laserfiche WebLink

View Ridge Community Church Plan Check Number: B1803-040, First Review May 25, 2018 13.The combined classroom space (i.e., combined room with partitions folded) between Wall Lines 3 and 4 appears to have an occupant load exceeding 49. If the egress path is revised to utilize the door adjacent to the"Pre-School"classroom, the door swing must be reversed. Encroachment of the doors into the hallway shall not exceed the limits of IBC Section 1005.7.1. See IBC Section 1010.1.2.1 and Table 1010.2. 14.The Café at the Main Level on Sheet 8-of-9 has an occupant load that appears to exceeds 49. The following comments shall be addressed: a. This space exceeds the occupant limit for one exit per IBC Table 1006.2.1. A second door shall be provided. b. The exit doors shall be reversed to swing in the direction of egress per IBC Section 1010.1.2.1. 15.The combined classroom space (i.e., combined room with partitions folded) at the Main Level on Sheet 8-of-9 between Wall Lines 3 and 4 has an occupant load that appears to exceeds 49. The egress for the space is a single hallway with a single exit at the south of the building. The space exceeds the occupant limit for one exit per IBC Table 1006.2.1. A second door shall be provided or documentation substantiating a single exit shall be submitted for review. 16.The stage appears to have two new stairways accessing the backstage area between Wall Lines C-D/2-3. See IEBC Section 801.3. The following comments shall be addressed: a. Details shall be submitted for review verifying that the stairways comply with IBC Section 1011.5.2. b. Handrails shall be provided per IBC Section 1014.1. 17.The project includes a new 50-foot long concrete ramp on the west side of the building. See the"Parking and Drainage Plan"Sheet 3-of-3. The following comments should be addressed: a. The lowest ramp has an elevation change of 4'-2", which exceeds the limit of 30"per IBC Section 1012.4. An intermediate landing shall be provided. b. The ramp shall be provided with handrails per IBC Section 1012.8. c. The ramp shall be provided with edge protection per IBC Section 1012.10. d. The ramp shall specify a slip-resistant finish per IBC Section 1012.7.1. 18.The project includes a new winding concrete ramp on the northwest corner of the building. See the"Parking and Drainage Plan"Sheet 3-of-3. The following comments should be addressed: a. The ramp shall be provided with handrails per IBC Section 1012.8. b. The ramp shall specify a slip-resistant finish per IBC Section 1012.7.1. c. The ramp should be sloped away from wall corner or provided with drainage to prevent water accumulation. See IBC Section 1012.7.2. 19. Sheet 8-of-9 shows an exit landing and walkway at the southeast corner of the building. See IBC Section 107.2.1. The following comments should be addressed: a. Details for the work are not included in the drawings and should be submitted for review. Note that this work is not show in the civil site plans. The site survey appears to indicate a significant elevation difference at the landing location, whereas the south elevation on Sheet 1-of-9 indicates the ground does not slope until west of the landing. The site conditions should be verified and the landing designed accordingly. \Page 4 of 12 } CITY OF EVERETT • 3200 Cedar Street • Everett,WA 98201 • (425) 257-8810 • Fax(425) 257-8857. .