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PARALLAM TIMBER: ASTM A-53, Grade B ASTM A-36 TS shapes Pipe shapes Other rolled shapes, Bars and Plates To wide face of strands Wide flange shapes ASTM A-992 ASTM A-500, Grade B STRUCTURAL STEEL SHALL CONFIRM TO THE FOLLOWING: Fv = 290 psi E = 2.0 x 10^6 psi 5. The Parallam timber members shall be 2.0E Parallam PSL with the following design stresses: Fb = 2900 psi Fc┴ = 650 psi Fc≈ = 2900 psi Modulus of elasticity Flexural Stress Compression perpendicular to grain parallel to wide face of strands Compression parallel to grain Horizontal shear perpendicular 1. The parallam beams are to be fabricated in the shop of a licensed fabricator. 2. The manufacture’s logo is to be imprinted on the side of the parallam beam. 3. The parallam beams are to be load tested by the manufacturer and the test results submitted to the building inspector. 4. The parallam beams are manufactured by TrusJoist MacMillan and the ICC Report number is ESR 1387. G = 125,000 psiShear Modulus of elasticity 14. Studs may be cut or notched to a maximum depth of 25% of the width. Bored holes shall not be nearer than 5/8” to the edge of a stud and shall not exceed 40% of stud width. 15. Joists or rafters may be notched at top or bottom a maximum of one-sixth of depth, but not within middle third of span. Holes bored in joists or rafters shall not be nearer than 2” to the edge and shall not exceed one-third of the joist or rafter dep 16. Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. 17. Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. 18. Floors shall have tongue and groove or blocked panel edges. Plywood spans shall conform 5 1311 N Towner St 9/24/2024