Uniform Building Code |
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Page 210
... plywood shear values as specified elsewhere in this Code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - R for corresponding joist spacing and loads . Plywood in shear walls shall be at least 6 inch thick for ...
... plywood shear values as specified elsewhere in this Code . Plywood for horizontal diaphragms shall be as set forth in Table No. 25 - R for corresponding joist spacing and loads . Plywood in shear walls shall be at least 6 inch thick for ...
Page 282
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER - INCH GYPSUM SHEATHING PLYWOOD GRADE NAIL SIZE NAIL PENE- NOMINAL ( Common or TRATION IN PLYWOOD Galvanized FRAMING ...
... PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER - INCH GYPSUM SHEATHING PLYWOOD GRADE NAIL SIZE NAIL PENE- NOMINAL ( Common or TRATION IN PLYWOOD Galvanized FRAMING ...
Page 597
... plywood . Plywood fences shall conform to the follow- ing requirements . 1. Plywood panels shall be bonded with an adhesive identical to those for exterior plywood . 2. Plywood 4 inch or 6 inch in thickness shall have studs spaced not ...
... plywood . Plywood fences shall conform to the follow- ing requirements . 1. Plywood panels shall be bonded with an adhesive identical to those for exterior plywood . 2. Plywood 4 inch or 6 inch in thickness shall have studs spaced not ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength