General: 1.1 All operating systems and building structures proposed and furnished must comply with the most current O.S.H.A., 2024 I.B.C., ASCE 7-16, NDS 2018, 2021 I.F.C., 2024 Uniform Plumbing Code, 2024 Uniform Mechanical Code, 2021 I.E.C.C., Federal State and local laws, regulations ordinances and/or statutes applicable thereto. 1.2 Must provide Engineered Drawings stamped by a licensed Nevada Engineer. 1.3 All permitting is the responsibility of the contractor. 1.4 All materials and equipment furnished must be complete, with all necessary operating accessories and manuals customarily furnished. 1.5 Structural Concrete for slabs and foundations shall be a minimum of 2500 PSI compressive strength at 28 Days with no special inspection required. Footings and foundations shall be cast against undisturbed native soil unless otherwise noted on the plans. 1.6 All dimensional lumber shall be #2 DF or better unless otherwise noted on the plans. Higher Grade Lumber of same species may be substituted for specific grade. 1.7 1.8 All wood in contact with concrete above ground shall be pressure treated for above ground contact. All wood embedded in ground shall be pressure treated for burial. All fasteners exposed to the elements shall be galvanized or corrosion resistant. All fasteners in pressure treated wood shall be hot dipped galvanized or stainless steel. 1.9 If plans specify granular backfill in posthole, backfill with ½ minus clean crushed gravel 1.10 to specified embedment depth. Backfill in 6 inch lifts and saturate and compact each lift. Install all truss bracing per truss engineering. Install temporary truss bracing during construction per BCSI-B10 guidelines for post frame truss installation, restraint and bracing during construction.
