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Page 525
... portland cement . Backing may be of masonry , concrete or portland cement plaster on metal lath . Metal lath shall be fastened to the supports in accordance with the requirements of Chapter 47. Mortar as described in Table No. 30 - A ...
... portland cement . Backing may be of masonry , concrete or portland cement plaster on metal lath . Metal lath shall be fastened to the supports in accordance with the requirements of Chapter 47. Mortar as described in Table No. 30 - A ...
Page 613
... portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand . 4344 3 Hollow brick units at least 71 percent solid . 8 Brick of Clay or Shale 4 Hollow brick units at least 71 percent solid , plastered each ...
... portland cement plaster . Portland cement plaster mixed 1:22 by weight , cement to sand . 4344 3 Hollow brick units at least 71 percent solid . 8 Brick of Clay or Shale 4 Hollow brick units at least 71 percent solid , plastered each ...
Page 654
International Conference of Building Officials. When using this method of application , calcium aluminate cement up to 15 percent of the weight of the portland cement may be added to the mix . Curing of the first coat may be omitted and ...
International Conference of Building Officials. When using this method of application , calcium aluminate cement up to 15 percent of the weight of the portland cement may be added to the mix . Curing of the first coat may be omitted and ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength