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15. Provide structural details: <br /> a. Truss to wall top p/ate: Each truss will have (3) nails 10d from the truss to the top <br /> plate (prescriptive). In addition H1 - hurricane clip will be installed. Standard Detail <br /> shown on A5.1 . <br /> b. Floor to fir shear transfer:Walls have been analyzed for uplift and dead load resistance <br /> including overturning. Some interior walls have added holdowns where shown to <br /> compensate for potential uplift. The straps tie the wall into the floor system and the <br /> tributary dead load restraint. Exterior walls where needed have additional hold downs <br /> designed to meet overturning also and factors of safety. Again the shear panels on <br /> the outside walls tie into the rim joists to transfer shear loading from the studs and <br /> transfer from floor to floor. Typical shear allowed varies 240p1f up to 640p1f shear, not <br /> counting additional allowable duration factor increases. <br /> c. Bdm #3 shear transfer to Gar beam below: Straps are shown on plan. <br /> 16. Bracing of the truss: An end wall or gable brace is now shown along with an A34 clip <br /> fir stability. <br /> 17. Structural Inspections:No special inspections are required as no shear wll nailing is <br /> specified at less-than 4'oc. <br /> 18. Roof framing plans to show drag strut connectors if any. None proposed and none <br /> called out. <br /> 19. Provide general structural notes: <br /> a. Design load values: Added to structural notes . <br /> b. Specie & wood framing grade &sheathing..PT, hot dip fasteners, anchors grades. <br /> These will be included in structural notes. <br /> c. GLB stress grade and symbol: Most of these are already called out on plans. A <br /> summary of the beams in added to the Sturctural details with this information. <br /> d. Specify engineered wood materials:These are also shown on the beam summary. <br /> f Provide fastening schedule: A list of connections will be provided with a copy of the <br /> IRC attached to the structural details and notes. <br /> g. Specify roof and fir sheathing nailing: Now include in general notes. <br /> h. Provide Shear wall schedule and hold-down schedule and req'd framing: <br /> This is attached to the Structural details and also on the plan set. <br />