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a. The handrails should continue a minimum of 12" past the top riser parallel to the <br /> floor. <br /> b. The handrails should continue a minimum of one tread depth past the lowest tread <br /> at the same angle as the handrail. <br /> 6. Both handrails at the top of the stairs to the mezzanine should continue in the direction <br /> of travel for at least 12"past the top riser. Section 1014.6 <br /> 7. Doors 111C are required side exits per Section 1029.3. As such, emergency egress lighting <br /> should be provided (or confirmed existing) for the pathway through the doors through to <br /> the adjacent school exit. Section 1008.3.2 <br /> Accessibility <br /> 1. The height of the toilet seat should be shown to be between 17"-19". ANSI Section 604.4 <br /> 2. The flush controls should be shown on the wide-side of the toilet room. ANSI Section <br /> 604.6 <br /> 3. It should be clarified how the wood bases specified for the toilet room comply with the <br /> non-absorbent requirement in Section 1210.2.1 <br /> STRUCTURAL <br /> 1. It appears that the proposed addition is utilizing Intermediate Reinforced Masonry Shear <br /> Walls a lateral force resisting system, which are currently not permitted per ASCE 7-10 for <br /> Seismic Design Category D. Please provide a lateral system that is permitted for the <br /> Seismic Design Category. <br /> 2. Out-of-plane design details and permit calculations appear indicate that the exterior <br /> masonry veneer exceeds 12'-0"limit for wood construction support as well as exceeds the <br /> deflection of limit of L/600 per ACI 530-13 Sec 12.2.2.3.1.5. Please revise the design and <br /> calculations as required. <br /> 3. On Detail 11/S3.1, a steel elevation is shown. It is unclear in the drawings how these <br /> members are to be connected (i.e. welds or bolts). Please provide additional details <br /> addressing these connections, as well as details of the steel frame sitting within the wall <br /> cavity. IBC 107.2.1 <br /> 4. From Sheet S2.1, there is a callout that additional grout is to be added per 12/S3.1 on the <br /> east side of the structure, please verify with calculations if additional reinforcement of the <br /> diagram and connections are required as a result of the increase in weight in these areas. <br /> IBC 1604. <br /> 5. Please provide drift and deflection checks for the structure per ASCE 7-10 Sec 12.12 as <br /> these appear to be missing in the permit calculations. <br /> aV 3200 Cedar Street 0 425.257.8810 AO, tlee@everettwa.gov J / <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov <br /> 3 <br />