1311 N Towner St - Plan - Laserfiche WebLink

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1. Framing lumber shall be Douglas Fir-Larch, grade marked by W.W.P.A. or W.C.L.I.B. as follows, unless noted on plans: 4” x & 6” x and Larger No. 1 Grade or Better 2” x 6” and Larger 4” x 4” and Larger No. 1 Grade or Better No. 2 Grade or Better Vertical Framing Standard Grade or Better2” x 4” WOOD FRAMING: 8. Anchor bolts shall be 5/8” in diameter by 12” long with 3”x3”x0.229” washers embedded 9” minimum into concrete or masonry, unless noted otherwise on plans. See shear wall schedule and plans for spacing. Install a minimum of 2 bolts in each piece of p 9. Joists or rafters framing from opposite sides of beams or walls shall be lapped a minimum of 6” and spliced with 4-16d nails, unless noted otherwise on plans. 10. Beams built-up with more than 2-2”x members shall have all pieces full length and shall have 1/2" bolts at 18” O.C. staggered top and bottom 3” from the edges, with the first bolt 3- 11. All flush framed 2”x connections shall be made with Simpson “LUP” series hangers, unless noted otherwise on the plans. 12. All flush framed 2”x and larger connections shall be made with Simpson “B” series hangers, unless noted otherwise on the plans. 13. Lap all 2x top plates a minimum of 4’-0” at splices and nail with 10-16d on each side of each splice, unless noted otherwise on the plans. Where top or sill plates are cut, use a 1/8” x 1- 1/2” metal strap with 10-16d on each side of cut. 6. Bolts shall conform to ASTM A-307-03. Provide washers under all bolts, nuts, and screw heads.7. Provide double joists under all parallel walls and solid blocking under walls perpendicular to floor joists. No. 2 Grade or Better2” x Horizontal Framing 2. Plywood roof and floor sheathing shall be as noted on plans. Plywood for shear walls shall be a minimum of Structural II. All sheets shall conform to DOC PS-1 and shall be bonded with 3. Each plywood sheet shall have a minimum area of 8 square feet and a minimum dimension of 2 feet in any direction. Plywood shall be installed with joints staggered in adjacent sheets, with each sheet continuous over 2 or more supports and the face grai 4. All nails shall be common wire nails with minimum nailing per Tables 11N-11R, of NDS for wood construction, unless shown otherwise. 5. All framing hardware shown are strong-Tie Connectors as manufactured by the Simpson Company, unless noted otherwise. All hardware to be installed per manufacturer’s 4 1311 N Towner St 9/24/2024