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• S L75 <br /> tie the wall to the floor structure. <br /> d. Dining room roof is tied to the Bonus Room wall above with (4) MSTA36 straps <br /> each with in excess of 2500# ea, and the girder truss dead load above is <br /> significantly resisting potential uplift. (4) STHD14 have now been added to the <br /> lower west wall of the Dining room to transfer roof and wall loads to the <br /> foundation. Notably additional shear capacity of OSB with prescriptive nailing is <br /> 230p1f, and also the wall is-locked into the corner studs at the intersection of the <br /> end walls is definitely sufficient. <br /> e. Shear wall load transfer will be sufficient with addition of(1) L50 angles each side <br /> of the beam at each intersection of the beam and the top plate at fireplace wall. <br /> 21 . Structural special Inspections: No special inspections are required as no shear wall <br /> nailing is specified at less-than 4"oc. <br /> 22. Bracing of the truss: An end wall brace detail will be included in the detail sheet and an <br /> A34 clip added to the brace at both ends. <br /> 23. Roof framing plan to include specify any drag loads, or struts & collectors: None are <br /> proposed. <br /> 24. 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. Addl <br /> clarification will be in notes. <br /> d. Specify eng'd wood materials: LVL's are called out with the Mfr designation and stress <br /> rating. <br /> e. Concrete strength, sack mix, bar strength: Also to be added to notes. <br /> f. Provide fastening schedule: Connections and IRC fastening Schedule added. <br /> g. Specify roof and fir sheathing nailing: Will be in general notes. <br /> h. Provide Shear wall schedule and hold-down schedule and req'd framing: <br /> Will be included. <br /> 25. Ele change in gar to hse: Detail will be edited 6" -16". <br /> 26. Curb max ht Detail: Detail is now updated. <br /> 27. Crawl Space min on details: Added. <br /> 28. Detail 7 0/A5.7: <br />