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• • s <br /> PELLETIER SCHAAR <br /> 21. Structural special inspections may be required for this project(shear wall nailing <br /> closer than 4 inches). A statement on special inspections has not been provided and <br /> should be provided on the plans. The statement should include a table listing each <br /> type of special inspection and should specify the extent of each inspection (e.g., <br /> continuous,periodic)per IBC Section 1704.3.1. The table should include special <br /> requirements for seismic and wind resisting systems as required by IBC Sections <br /> 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, <br /> Table 1705.3. <br /> 22. Detail 3/A5.1 should specify and show bracing of the truss. This detail should also <br /> show the connection to the wall top plate. <br /> 23. The Roof Framing Plan should specify any drag load/collector load and drag strut <br /> requirements.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 <br /> retaining wall pressures and soil bearing values. <br /> b. Specify grading and species of all framing lumber, including sheathing. <br /> Specify pressure-treated wood and hot-dip galvanized or stainless steel <br /> fasteners, anchors 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 <br /> reinforcing bar grade. <br /> f. Provide fastening schedule. Refer to IRC Table R602.3 (1) and list <br /> applicable 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 <br /> framing, fasteners and connectors. <br /> 25. Section C on Sheet A4.2 shows an elevation difference from garage and utility room <br /> but Detail 8 on Sheet A5.1 doesn't show an elevation difference. <br /> 26. Please provide a max concrete curb height in Detail 9/A5.1 <br /> 27. See Detail 7, 8, 10, and 11 on Sheet A5.1. Please provide the distance between floor <br /> joist and ground in crawl space. Joists closer than 18 inches and girders closer than 12 <br /> inches require protection of wood from decay by use of naturally durable wood or <br /> wood that is preservative-treated in accordance with AWPA U l. R317.1(1) <br /> 28. See Detail 10/A5.1 <br /> Pelletier+ Schaar, LLC <br /> 26911 98th Drive NW, Suite B, Stanwood, Washington 98292 p (360) 629-5375 <br />