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7 <br /> ' 411/,b1 IV ar Jolvner N <br /> APThe emergency escape and rescue window from the sleeping room in Unit 1 opens into <br /> a covered parking area. The window must open directly into the public way. Section <br /> / <br /> 1030.1 <br /> Accessibility <br /> ✓ 15. A minimum of 18"clearance must be provided on the unit side of the entry door in Unit <br /> 1.ANSI Section 1004.5.1 <br /> 16. T lowest two units are Type B Units: <br /> The centerline of the water closets should be shown at 16"— 18"from the <br /> nearside wall. ANSI Section 1004.11.3.1.2.1 <br /> ....,/r. A minimum 30"x48"clear floor space (parallel) approach is required for the <br /> lavatory in the toilet room in Unit 1. ANSI Section 1004.11.3.1.1 <br /> c. A clearance 48" minimum in length measured perpendicular from the control <br /> end of the bathtub, and 30 inches minimum in width is required to be provided <br /> in front of the bathtub in Unit 2. ANSI Section 1004.11.3.2.3.1 <br /> Structural <br /> 17. Per IBC 2015 1603.1.4 & 1603.1.5. Please provide the governing base shear in each <br /> direction and indicate the overstrength factor (S2) on the General Structural Notes. <br /> 18. Please indicate either in plan notes or details 9/S602 and 12/S601 the exterior footings <br /> are 18"below finished grade. <br /> 19. Typical Plan Note 15 on S100 indicates that the stairwells are designed by others. <br /> Please indicate <br /> 20. On Sheet S100, the legend indicates that steel moment frame connections are <br /> occurring, please clarify where these are occurring on plan or remove the connection if <br /> they do not occur. <br /> 21. On detail 7/S601, please verify that uplift forces are not acting on the anchor bolt <br /> provided. The beam is supporting the shear wall does not include a computation <br /> denoting a uplift and downward force couple. Additionally, verify that web stiffeners at <br /> the beam ends are not required. <br /> 22. On detail 13/5601, please specify that clips or a load path if provided to transfer the in- <br /> plane shear from the roof diaphragm to the shear wall below. As it appears that this is <br /> not shown on the detail. <br /> 23. Details 2/5602 & 6/S602 do not have the minimum reinforcement required per ACI 314- <br /> 18 Table 24.4.3.2, please update and clarify. <br /> Page 3 of 4 <br /> CITY OF EVERE I I • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8810 • Fax (425) 257-:: <br />