Uniform Building Code |
From inside the book
Results 1-3 of 52
Page 199
... plywood shear values as specified elsewhere in this code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - S - 1 and No. 25 - S - 2 for corresponding joist spacing and loads . Plywood in shear walls shall be at ...
... plywood shear values as specified elsewhere in this code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - S - 1 and No. 25 - S - 2 for corresponding joist spacing and loads . Plywood in shear walls shall be at ...
Page 298
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE14 MINIMUM NOMINAL PLYWOOD THICKNESS MINIMUM NAIL PENETRA- TION IN NAIL SIZE ( Common PLYWOOD APPLIED DIRECT TO FRAMING Nail Spacing at Plywood Panel Edges NAIL ...
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE14 MINIMUM NOMINAL PLYWOOD THICKNESS MINIMUM NAIL PENETRA- TION IN NAIL SIZE ( Common PLYWOOD APPLIED DIRECT TO FRAMING Nail Spacing at Plywood Panel Edges NAIL ...
Page 659
... plywood . Plywood fences shall conform to the following requirements : 1. Plywood panels shall be bonded with an adhesive identical to that for exterior plywood . 2. Plywood 1/4 inch or 5/16 inch in thickness shall have studs spaced not ...
... plywood . Plywood fences shall conform to the following requirements : 1. Plywood panels shall be bonded with an adhesive identical to that for exterior plywood . 2. Plywood 1/4 inch or 5/16 inch in thickness shall have studs spaced not ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength