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LARRY THIBEAULT DBA LAKE STE', DESIGN <br /> 6018 FLEMING RD <br /> B2306-024 <br /> i. In the new proposed floor plan, existing bathroom toilet fixed grab bar to be 36" <br /> instead of 24" and extending 48"from wall. Folding down grab bar is not allowed, <br /> swing-up grab bar is allowed. See IRC 330.8.3. <br /> j. In the new proposed floor plan, please dimension existing bathroom shower stall <br /> size which should be 30"deep by 48" long minimum. IRC 330.11 <br /> 5. Sheet A3.1: <br /> a. Please show detail of ramp handrail, new deck stair and stair handrail, including grip <br /> size, riser height, thread depth, nosing, etc. 14/A9.1 is not adequate. IRC 330.9.1 <br /> and 330.10 and 330.10.1. You may also refer to IRC 311.7 and 311.8. <br /> b. In the elevations, please indicate egress windows'operable part. <br /> 6. Sheet A4.1: <br /> Please provide information regarding the strategy for foundation drainage. IRC 401.3 <br /> 7. Sheet A9.1: <br /> a. In draft view"GRAB BARS AT SHOWER LOCATIONS" and "GRAB BAR AT TOILET", <br /> please indicate that grab bar shall have a spacing of 1 1/2" between the wall and the <br /> bar. IRC 330.8.2 <br /> WSEC Prescriptive Energy Code Compliance (Reviewer: Yin Lu) <br /> 8. Please add HVAC equipment"BLUERIDGE BM36M23C-9W-9W-9W-12W) ZONE CONTROL <br /> (1)"specification sheet into the energy credit set. <br /> Structural (Reviewer: xxxx)o n) <br /> 9. The project involves structural modifications beyond the prescriptive limitations of the IRC. <br /> Therefore sealed and signed drawings and calculations prepared by a professional engineer <br /> licensed in the state of Washington are required per RCW 18.43.010, 18.43.020, and <br /> 18.43.070. See IRC Section R301.1. <br /> 10.The project involves converting a non-habitable building (i.e., garage) to a habitable <br /> building (i.e., dwelling). However, it includes sections and details for new construction. For <br /> example, the sections and details on Sheet 2 show cast-in-place concrete anchors. The <br /> building is existing and requires installation of post-installed anchors. Anchorage should be <br /> revised. Calculations substantiating the design of both the shear plate anchors and the <br /> holdowns should be submitted for review. The design of the anchors and holdowns should <br /> comply with the shear and uplift design requirements of ACI 318-14 Sections 17.2.3.5.3 and <br /> 17.2.3.4.3, respectively, and Section 17.2.3.3. See IBC Sections 1604.1, 1604.4, 1604.9, <br /> and 1901.2. <br /> 11. Detail E/2 appears to depict portal frame wall bracing. The detail does not comply with the <br /> prescriptive requirements of IRC Section R602.10.6. The shear walls should be designed to <br /> O3200 Cedar Street © 425.257.8810 O permitservices@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 3 of 4 <br />