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SLABS ON GRA E <br /> II <br /> All slabs on grade,'unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered <br /> in slab. All stair sl bs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 <br /> WWF centered in lab. <br /> POURED CONCRTE WALLS <br /> Unless otherwise n ted on plans or sections, reinforce poured concrete walls with#5 verticals at <br /> 48" on center insid face and#5 horizontals at 24"on center inside face. Provide#5 x 4'-0" (2'-0" <br /> each leg) corner ba at 24"on center, horizontal reinforcing, at corner of wall with 3-#5 vertical <br /> support bars. All w II openings larger than 12"shall have 2-#5 all sides of openings. Extend <br /> reinforcing 2'-0" bey nd each edge of opening. <br /> MASONRY LINTEL <br /> All opening in brick f ced or brick walls not specifically indicated to have other types of lintels <br /> shall have the follow g: One L31/2x31/2x5/16"angle for each nominal 4"of masonry to a maximum <br /> span of 5'-0". One L x3Y2x3/8"angle for each nominal 4"of masonry to a maximum span of <br /> 8'-0". <br /> STRUCTURAL STEL <br /> All structural steel sh II be designed,fabricated and erected according to the American Institute <br /> of Steel Construction A.I.S.C.)standard specifications. Structural steel supplier shall supply all <br /> cap plates, bearing a emblies, base plates, stiffeners, splices, connections and shall design <br /> same unless noted on drawings. All welding shall be done using the shielded arc process using <br /> E70 electrodes in acc rdance with the rules of the American Welding Society(A.W.S.)Structural <br /> Welding Code. All we ders shall be certified using the rules of the American Welding Society. <br /> DIMENSION LUMBER <br /> Dimension lumber sha be No. 2 hem Fir or equal for joists, beams and headers. Wall studs shall <br /> be Stud Grade SPF or�equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels <br /> and headers shall hav a full 1'A"length of bearing at each end unless notes otherwise. Double <br /> all joists under parallel artitions. All beams and joists not bearing on supporting members shall <br /> be framed with "Simps n Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at <br /> 16" on center. Exterior ails to have 2x6 studs at 16"on center. Wood joists shall bear the full <br /> width of supporting me bers(stud wall, beams, etc.) unless otherwise noted. Wood beams <br /> made of 2 or more 2x's hall be bolted together with 3/8"diameter through bolts at 2'-0"on center <br /> or equivalent spikes. Si I plates to be bolted to foundation walls with 1/2"diameter anchor bolts at <br /> 4'-0"on center maximu to extend 15"minimum into grouted masonry. Each sill plate to have a <br /> minimum of 2 bolts with ne bolt located within 12"of each end of each piece. Nailing to be in <br /> accordance with Table 2 04.9.1 of the I.B.C. <br /> LVL WOOD MEMBERS <br /> LVL members noted on rawings are laminated veneer lumber as manufactured by the Trus-Joist <br /> MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. <br /> Fb=2,600 p.s.i., E= 1,9 0,000 p.s.i. <br /> WOOD ROOF TRUSSES <br /> Lumber for wood roof tru es shall be in accordance with the manufacturer's recommendations. <br /> Trusses shall be designe for a top chord superimposed load of 45 p.s.f. and a bottom chord load <br /> of 10 p.s.f. or as listed on he drawings. <br />