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' <br /> ' SPECIFICATIONS <br /> ' 1.0 EARTH WORK <br /> Excavation: To depth shown. Architect to approve footing bottom. <br /> Dewatering: As required to keep excavation dry. <br /> � Remove & Replace: Topsoil and sod from swale area as shown in drawings. <br /> Fill: Compacted sand, 6" lifts, 95% of standard Proctor, thickness: 12". <br /> Excess Material: Remove all other material offsite. <br /> ' 2.0 CONCRETE <br /> Rcinforcing Bars: Deformed, ASTM A615, grade 60, lap 40 diameters. <br /> � Welded Wire Mesh: 6 x 6—W2 x VV2, ASTM A185, flat sheets. <br /> Formwork: All slabs and footin g shall have formed ed ges. <br /> Concrete: 4,000 psi at 28 days, 6% air entraining, 4" max. slump, damp cure <br /> ' 7 days. <br /> Finish: Light broom exposed surfaces, with tooled joints. See Floor Plan, <br /> � Drawing A1. <br /> Expansion Material: 1/a" asphalt impregnated fiber board. <br /> ' 3.0 MASONRY <br /> Crrout:- 1 part cement, 2-1/2 parts aggregate and l-1/2 parts pea gravel <br /> (F'c=3000 psi). <br /> ' A�infc�rci�g;Bats; Deformed, ASTM A615, grade 60, lap 40 d'i�Tn�ters. <br /> Joint Reinforcing:. Hot.dipped galvanized truss type, No. 9 wire side and trc�s� rods: <br /> Place reinforcing at 16" vertical spacing. <br /> ' Mortar: Type S, Portland—lime. <br /> Concrete Block: F'm=1500 psi. <br /> Decorative B1ock: Precolored rockface, to match existing. Above grade. <br /> ' Finish: Concave tool all joints exposed to view. <br /> 4.0 METALS <br /> ' Structural Steel: ASTM A36, unless noted. <br /> Anchor.Bolts: ASTM A307, hot dipped galvanized. <br /> Bolts; Nuts; Washers: ASTM A325, 3/a" diameter, unless noted. <br /> ' Welding: E70XX, conform to AWS D 1.1. <br /> Headed Shear Studs: ASTM A108, Grade 1015 or 1020, cold finish carban steel with <br /> ------------------------dimensions in cc�rnpliance with AISC specifications. <br /> I5.0 CARPENTRY <br /> Lumber: SPF -#2 or better, 19% max. moisture, surfaced 4 sides. <br /> ' Fasteners/Connectors: Hot dip galvanized steel. <br /> Fasteners to Masonry:Threaded, 1/a" diameter hardened steel; Tap-Con or equal. <br /> Lumb�r in contact with weather or concrete: CCA pressure treated <br /> ' Plywood: APA rated, 23/32 span for exterior exposure. Roof and wall <br /> sheathing. <br /> , <br /> i iJ�)�. <br /> G t's�97 Bonesiroo,Rosene, <br /> � r#nc>erlik S�Associa�.s,��,. � <br />