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15. Provide the following structural details and reference details on the plans. <br /> a. Provide structural framing details for the truss connection to the wall top plate. <br /> b. Provide a detail for floor-to-floor shear transfer from upper-level walls to lower-level <br /> walls. R106.1.1 and R301.2.1 <br /> c. Provide a framing detail to show shear transfer for the lower roof framing. For <br /> example, the lower roof for the Garage and wall framing at Bedroom 3 location. <br /> 16. 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 /> 17. Structural special inspections may be required for this project (shear wall nailing closer than 4 <br /> inches). A statement on special inspections has not been provided and should be provided on the <br /> plans. The statement should include a table listing each type of special inspection and should <br /> specify the extent of each inspection(e.g., continuous, periodic) per IBC Section 1704.3.1. The <br /> table should include special requirements for seismic and wind resisting systems as required by <br /> IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3, 1704.3, <br /> Table 1705.3. <br /> 18. The Roof Framing Plan should specify any drag load/collector load and drag strut requirements. <br /> R106.1.1, R802.10, and IBC 2303.4.1.1 (6) <br /> 19. Provide general structural notes including but not limited to: <br /> a. Specify all design load values, including dead, live, snow, wind, and soil bearing <br /> 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 and <br /> 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 /> 20. Section C on Sheet A4.2 shows an elevation difference from garage and Mud Room but Detail 9 <br /> on Sheet A5.l doesn't show an elevation difference. <br /> Pelletier + Schaar, LLC <br /> 26911 98th Drive NW, Suite B, Stanwood, Washington 98292 p (360) 629-5375 <br />