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Connection bolts—ASTM A325 or F1852, Fu = 120 ksi <br /> Anchor rods—ASTM F1554, Gr. 36, Fy= 36 ksi <br /> Threaded rods—ASTM A36, Fy= 36 ksi <br /> Structural Lumber <br /> All dimensional lumber-#2 Spruce Pine Fir(SPF)or equal <br /> Laminated Veneer Lumber(LVL) <br /> E = 1,900,000 psi <br /> Fb = 2600 psi <br /> Treated lumber-#2 Southern Pine or equal <br /> DESIGN LOADS <br /> Roof <br /> Dead load <br /> 17 psf <br /> Snow load <br /> Roof snow load = 35 psf <br /> Floors <br /> Dead load <br /> 22 psf <br /> Live loads <br /> Sleeping areas 30 psf <br /> Other areas 40 psf <br /> Wind <br /> 90 mph (3 second gust) <br /> Exposure B, I = 1.0 <br /> EXISTING CONDITIONS <br /> Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this <br /> construction prior to fabrication. <br /> Remove and replace existing architectural, electrical, mechanical, structural, civil, and miscellaneous as <br /> necessary. <br /> TEMPORARY BRACING <br /> Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages <br /> of construction until completion of this project. Provide temporary lateral support for all walls until walls are <br /> adequately braced by permanent structure. Shore foundation walls retaining earth until floor framing and <br /> basement slab are in place. Use caution when operating equipment adjacent to foundation walls. <br /> DIMENSION LUMBER <br /> Design assumes lumber is free of significant splits and checks, and contractor will visually inspect during <br /> installation. <br /> Sills and all other lumber in contact with concrete or masonry and within 8" of finished grade shall be <br /> preservative treated wood. <br /> Preservative treated wood shall be in accordance with the American Wood Protection Association, Standard <br /> U1. <br /> All lumber is to be grade stamped, which is to contain grading agency, mill number or name, grade of <br /> lumber, species or species grouping or combination designation, rules under which graded, where <br /> applicable, and condition of seasoning at time of manufacture. <br /> All lumber shall be seasoned to a moisture content of 19% or less, with the indication of"S-Dry" on the grade <br /> stamp. <br /> All lumber shall be protected from the elements. <br /> Minimum nailing shall be in accordance with Table R602.3(1)of the 2006 IRC unless noted otherwise. <br /> All walls shall have a single bottom plate and double top plate. <br /> Exterior walls shall be 2 x 6 studs at 16" on center unless noted otherwise. <br /> Interior bearing walls shall be 2 x 4 studs at 16"center unless noted otherwise. <br /> Interior non-load-bearing walls shall be 2 x 4 studs at 16" on center unless noted otherwise. <br /> Beams shall bear on a minimum of 3" along their length and fully along their width and have a minimum of 2 <br /> typical wall studs supporting them. <br /> �, �,��. � _.��_, t>��. °�;, �> <br />