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Page 525
A paste of neat portland cement shall be brushed on the backing and the back of
the veneer unit. Type S mortar then shall be applied to the backing and the
veneer unit. Sufficient mortar shall be used to create a slight excess to be forced
out ...
A paste of neat portland cement shall be brushed on the backing and the back of
the veneer unit. Type S mortar then shall be applied to the backing and the
veneer unit. Sufficient mortar shall be used to create a slight excess to be forced
out ...
Page 652
Plastering with gypsum plaster or portland cement plaster shall be not less than
three coats when applied over metal lath or wire fabric lath and shall be not less
than two coats when applied over other bases permitted by this chapter. Showers
...
Plastering with gypsum plaster or portland cement plaster shall be not less than
three coats when applied over metal lath or wire fabric lath and shall be not less
than two coats when applied over other bases permitted by this chapter. Showers
...
Page 653
Plastering with portland cement plaster shall be not less than three coats when
applied over metal lath or wire fabric lath and shall be not less than two coats
when applied over masonry, concrete or gypsum backing as specified in Section
...
Plastering with portland cement plaster shall be not less than three coats when
applied over metal lath or wire fabric lath and shall be not less than two coats
when applied over masonry, concrete or gypsum backing as specified in Section
...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength