Uniform Building Code |
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Page 491
... 12 inches shall be installed with plies laid parallel to the slope of the deck , and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches ...
... 12 inches shall be installed with plies laid parallel to the slope of the deck , and the surfacing material shall be other than gravel or slag . 2. Asphalt shingles laid with double coverage may be installed on slopes as low as 2 inches ...
Page 522
... 12 inches per row . C. Exiting from seating is restricted by railings or other obstacles . D. Row spacing exceeds 28 inches unless seat boards and footboards are at the same elevation . E. Seat boards are of other than continuous flat ...
... 12 inches per row . C. Exiting from seating is restricted by railings or other obstacles . D. Row spacing exceeds 28 inches unless seat boards and footboards are at the same elevation . E. Seat boards are of other than continuous flat ...
Page 625
... Inches ) NAILS TO WOOD Center ) SURFACE FRAMING MEMBERS ( In Inches ) Nails 3 Screws4 Horizontal Either Direction 16 7 12 1/2 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Horizontal Either Direction 16 7 12 5 ...
... Inches ) NAILS TO WOOD Center ) SURFACE FRAMING MEMBERS ( In Inches ) Nails 3 Screws4 Horizontal Either Direction 16 7 12 1/2 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Horizontal Either Direction 16 7 12 5 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength