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(:131" diameter x 2 1/2") spaced at 4"on center at supported edges and 8" on center at intermediate <br /> supports. Leave a 1/8" gap at all end and edge joints to allow for expansion. Stagger end joints of panels. <br /> Refer to plan and notes for any special shear wall nailing and bolting conditions. Gypsum sheathing to be a <br /> minimum of 1/2"thick fastened with 6d cooler or wallboard nails at 7" on center to all framing members <br /> unless noted otherwise. <br /> ROOF SHEATHING <br /> Roof sheathing shall be minimum 19/32"thick APA rated panels, rated for spacing of supporting members. <br /> A minimum of 40/20 span rating is recommended. Provide panel clips, one between each support, for <br /> supports spaced greater than 16" on center. <br /> Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long <br /> dimension of panel shall be perpendicular to supports. Fasten roof sheathing with 8d nails (.131"diameter x <br /> 2 1/2")spaced at 4" on center at supported edges and 8" on center at intermediate supports. Leave a 1/8" <br /> gap at all end and edge joints to allow for expansion. Design of roof sheathing assumes that the roof will be <br /> properly insulated and ventilated. Refer to APA publication N335N "Proper Installation of APA Rated <br /> Sheathing for Roof Applications." <br /> FLOOR SHEATHING <br /> Floor sheathing shall be minimum 23/32"thick tongue and groove APA rated panels, rated for spacing of <br /> supporting members. A minimum of 48/24 span rating is recommended. Provide Exposure 1 grade. Panels <br /> shall be continuous over two or more spans, and long dimension of panel shall be perpendicular to supports. <br /> Fasten sheathing with construction adhesive and 10d nails (.148" diameter x 3")spaced at 4" on center at <br /> supported edges and 8" on center at intermediate supports. <br /> ENGINEERED LUMBER 1-JOISTS <br /> I-joist members noted on drawings are manufactured by the iLevel-Weyerhaeuser Company. Alternate at <br /> contractors option of equal design properties. <br /> Depths shown on plan are actual. <br /> Notching or cutting of I-joist flanges is not permitted. <br /> Web openings may occur under strict limitations by the joist manufacturer. <br /> I-joists shall bear the full width of supporting members. <br /> Install web stiffeners, blocking between members, and nail to supporting members as per manufacturers <br /> recommendations. <br /> LVL WOOD MEMBERS <br /> LVL members noted on drawings are engineered laminated veneer lumber as manufactured by the iLevel- <br /> Weyerhaeuser Company. Alternate at contractor's option of equal design properties. <br /> Sizes shown on plan are actual size. <br /> PLANS AND DETAILS <br /> Refer to the attached MMY redlined sheets 1-5 dated 08/15/2014 by MMY for the required framing members. <br /> Refer to the following for typical allowable notching and boring of inembers. <br /> : � ._� . i_.<<�,� �-� ..,., <br />