2005-P08574 - new structure - Laserfiche WebLink

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. , SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. POURED CONCRETE WALLS Unless otherwise noted on plans or sections, reinforce poured concrete walls with#5 verticals at 30" on center inside face and#5 horizontals at 24" on center inside face. Provide#5 x 4'-0" (2'-0" each leg) corner bars at 24"on center, horizontal reinforcing, at corner of wall with 3-#5 vertical support bars. All wall openings larger than 12"shall have 2-#5 all sides of openings. Extend reinforcing 2'-0" beyond each edge of opening. DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wall studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shall have a full 1'/2" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shall be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior walls to have 2x6 studs at 16" on center. Wood joists shall bear the full width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2x's shall be bolted together with 3/8"diameter through bolts at 2'-0" on center or equivalent spikes. Sill plates to be bolted to foundation walls with %" diameter anchor bolts at 4'-0" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12"of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb =2,600 p.s.i., E = 1,900,000 p.s.i. WOOD FLOOR TRUSSES Lumber for wood floor trusses shall in accordance with the manufacturer's recommendations. Floor trusses shall be designed to support, in addition to dead loads, the live loads listed above or indicated on the drawings. Floor trusses shall have a minimum live load deflection criteria of L/480. Design trusses for top chord bearing or bottom chord bearing as shown on the drawings or details. No cutting, notching, or modification of floor trusses will be allowed without the manufacturer's written approval. Submit certified calculations with the shop drawings. Provide girder trusses, header beams, etc. as required to frame openings. Install bridging as required by the truss manufacturer. Truss manufacturer shall provide metal hangers where required. CONCRETE COVER ON REINFORCING Footings 3" clear bottom and sides Walls 1'/2" clear inside face, unless noted otherwise Slabs Center reinforcing in slab Slab on Grade Center reinforcing in slab