Uniform Building Code |
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Page 488
... Metal shingles . The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion - resistant metal applied over an underlayment of not less than Type 15 felt . The metal shall extend at least 8 inches ...
... Metal shingles . The roof valley flashing shall be provided of not less than No. 28 galvanized sheet gauge corrosion - resistant metal applied over an underlayment of not less than Type 15 felt . The metal shall extend at least 8 inches ...
Page 532
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
... Metal Chimneys Sec . 3706. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code . Fireplaces and Barbecues Sec . 3707. ( a ) General . Masonry fireplaces , barbecues , smoke cham- bers and ...
Page 609
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spac- ing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
... Metal Plaster Bases . The type and weight of metal lath , and the gauge and spacing of wire in welded or woven lath , the spac- ing of supports , and the methods of attachment to wood supports shall be as set forth in Tables No. 47 - B ...
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