2011-00106 - detached garage - 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. REINFORCED CONCRETE BLOCK WALLS See plans for locations of reinforced wal�s. When one bar is in a single core place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Fill block core at verticai steel with 3,000 p.s.i. grout, rodded or vibrated in place. Do not rod with permanent reinforcing bars. Wall construction shall not exceed heights of 4'-0" before placement of core grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of grout. Vertical steel shall be continuous with a 30 diameter lap in column piers and 40 diameter lap at all other splices unless noted. Provide horizontal joint reinforcing place every 2�d course. No. 9 gage side rods and no. 9 gage cross rods. Hollow unit concrete masonry shall be ASTM C90 grade N. Mortar and grout shall be per ASTM C-270: Type M or S for below grade and exterior masonry, type N for all interior above grade masonry. MASONRY LINTELS All opening in brick faced or brick walls not specifically indicated to have other types of linteis shall have the following: One L3'/2x3'/zx5/16" angle for each nominal 4" of masonry to a maximum span of 5'-0". One L6x3'/2x3/8" angle for each nominal 4" of masonry to a maximum span of 10'- 0". DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wail studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shali have a full 1'/z" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shail 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 fuli 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 '/z" 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. PSL WOOD MEMBERS PSL members noted on drawings are parallel strand lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,400 p.s.i., E = 1,800,000 p.s.i.