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• PS <br /> Ms. Cassandra Cheatham <br /> Kilburn Architects, LLC <br /> Plan Check Number: B2212-057, First Building Review <br /> February 17, 2023 <br /> Architectural <br /> General: <br /> 1. The cited building code should be the Washington State Building Code or International Building <br /> Code with WAC amendments. The IEBC does not apply to this project. See the EMC Chapter <br /> 16. <br /> 2. The Occupancy Classification on Sheet A-0.1 should be specified as"U"in the"Project Data". <br /> See IBC Sections 302.1 and 312.1. <br /> 3. The Construction Type on Sheet A-0.1 should be specified as"VB"in the"Project Data". <br /> Alternatively, fire-rated construction for the roof, beams, and columns is required per IBC Table <br /> 601. See IBC Sections 602.1 and 602.5. <br /> Fire Protection: <br /> 4. Carports 1, 2, and 4 are located within 5 feet of the property line and require minimum one- <br /> hour fire-rated exterior walls per IBC Section 705. See IBC Table 602 and Footnote"g"(WAC). <br /> Accessibility: <br /> 5. The carports are required to include accessible spaces. The number of accessible spaces should <br /> be based on IBC Table 1106.1. Spaces should be van-accessible per Section 1106.5. The <br /> spaces should be located on the shortest route to the buildings served per Section 1106.6. <br /> Spaces should comply with ICC A117.1-09 Section 502 including signs per Section 502.7. See <br /> IBC Sections 1102.1 and 1103.2.4(2). <br /> Structural <br /> 1. Footing Detail 01/S2.0 should be provided with top reinforcement per ACI 318-14 Section <br /> 10.7.6.1.6. Alternatively, an analysis per Section 17.2.3.5.3 should be performed to <br /> substantiate that splitting of the foundation does not occur from flexural restraint of the <br /> embedded posts. See IBC Sections 1604.1 and 1604.4. <br /> 2. The design of the canopies does not appear to include unbalanced loading of the roof structure <br /> in the transverse direction, including but not limited to the WF-beam, HSS-column, and <br /> foundation designs. Additional calculations substantiating both internal stresses and global <br /> stability (e.g., bearing pressures, rotational stability per IBC Section 1807.3, etc.) should be <br /> submitted for review. Snow loads should be combined with other loads as required (e.g., wind <br /> uplift on the opposite cantilever, etc.) to determine the worst-case forces in the structures. See <br /> IBC Section 1608.1 and ASCE 7-16 Section 7.5. <br /> 3200 Cedar Street 425.257.8810 O everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 2 of 3 <br />