Building Standards: Uniform Building Code1985 - Building laws |
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Page 198
... sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface of the sheathing . ( b ) Diagonally Sheathed Diaphragms . 1. Conventional construction . Such lumber diaphragms shall be ...
... sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface of the sheathing . ( b ) Diagonally Sheathed Diaphragms . 1. Conventional construction . Such lumber diaphragms shall be ...
Page 205
... sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 15 / 32 ...
... sheathing which conforms to the provisions specified elsewhere in this code . All weatherboarding or siding shall be securely nailed to each stud with not less than one nail , or to solid 1 - inch nominal wood sheathing or 15 / 32 ...
Page 305
... sheathing ( to framing ) : 1/2 " and less NAILING1 2-16d at each bearing 19/32 " -3/4 " 7/8 " -1 " 11/8 " -11/4 " Combination Subfloor - underlayment ( to framing ) : 3/4 " and less 7/8 " -1 " 11/8 " -11/4 " 25. Panel Siding ( to ...
... sheathing ( to framing ) : 1/2 " and less NAILING1 2-16d at each bearing 19/32 " -3/4 " 7/8 " -1 " 11/8 " -11/4 " Combination Subfloor - underlayment ( to framing ) : 3/4 " and less 7/8 " -1 " 11/8 " -11/4 " 25. Panel Siding ( to ...
Contents
Part Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement SEC 201 Creation of Enforcement Agency 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure ceiling column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exterior walls Extreme Fiber factor Fire Code floor area Formula framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detectors space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength