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0 • <br /> Mallorie Hefley <br /> Fullwiler Construction Inc. <br /> Plan Check Number: B2106-046, First Building Review <br /> July 29, 2021 <br /> , . Plans should show a shear transfer detail to shear walls located at the exterior wall <br /> of the fireplace located at the Living Room and Outdoor Dining. <br /> 1. Structural special inspections may be required for this project (shear wall nailing closer than 4 2 4 <br /> inches). A statement on special inspections has not been provided and should be provided on <br /> the plans. The statement should include a table listing each type of special inspection and <br /> should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section <br /> 1704.3.1. The table should include special requirements for seismic and wind resisting systems <br /> as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, <br /> 1704.2.3, 1704.3, Table 1705.3. <br /> • 2. Detail 3/A5.1 should specify and show bracing of the truss. This detail should also show the <br /> connection to the wall top plate. <br /> ,h3.The Roof Framing Plan should specify any drag load/ collector load and drag strut <br /> equirements. R106.1.1, R802.10, and IBC 2303.4.1.1 (6) <br /> 24. Provide general structural notes including but not limited to: <br /> a. Specify all design load values, including dead, live, snow, wind, lateral retaining wall <br /> pressures and soil bearing values. <br /> b. Specify grading and species of all framing lumber, including sheathing. Specify <br /> pressure-treated wood and hot-dip galvanized or stainless steel fasteners, anchors <br /> and hardware where required. <br /> c. Specify Glulam beam stress grade and combination symbols. <br /> d. Specify all engineered wood materials. <br /> e. Specify maximum design concrete strength, concrete sack mix and reinforcing bar <br /> grade. <br /> f. Provide fastening schedule. Refer to IRC Table R602.3 (1) and list applicable <br /> connections on the drawings. <br /> g. Specify roof and floor sheathing and the nailing required. <br /> h. Provide shear wall schedule and hold-down schedule specifying required framing, <br /> fasteners and connectors. <br /> y5. Section C on Sheet A4.2 shows an elevation difference from garage and utility room but <br /> Detail 8 on Sheet A5.1 doesn't show an elevation difference. <br /> ./ 6. Please provide a max concrete curb height in Detail 9/A5.1 <br /> \7. See Detail 7, 8, 10, and 11 on Sheet A5.1. Please provide the distance between floor joist <br /> and ground in crawl space. Joists closer than 18 inches and girders closer than 12 inches <br /> require protection of wood from decay by use of naturally durable wood or wood that is <br /> preservative-treated in accordance with AWPA U1. R317.1(1) <br /> 28. See Detail 10/A5.1 <br /> 0 3200 Cedar Street © 425.257.8810 0 everetteps@everettwa.gov <br /> Everett,WA 98201 425.257.8857 fax everettwa.gov/permits <br /> Page 5 of 6 <br />