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Page 163
... grout space . The cleanouts shall be sealed after inspection and before grouting . 4. The grout space ( longitudinal vertical joint ) shall be not less than 3 inches in width and not less than the thickness required by the placement of ...
... grout space . The cleanouts shall be sealed after inspection and before grouting . 4. The grout space ( longitudinal vertical joint ) shall be not less than 3 inches in width and not less than the thickness required by the placement of ...
Page 164
... grout and in which reinforcement is embedded . Requirements for construction shall be as follows : 1. All units shall be laid with full mortar beds on the face shells . All head joints shall be filled solidly with mortar for a distance ...
... grout and in which reinforcement is embedded . Requirements for construction shall be as follows : 1. All units shall be laid with full mortar beds on the face shells . All head joints shall be filled solidly with mortar for a distance ...
Page 423
... grouting . ( q ) Grout for Bonded Prestressing Tendons . 1. Grout shall consist of port- land cement and water ; or portland cement , sand and water . 2. Materials for grout shall conform to the following : A. Portland cement shall ...
... grouting . ( q ) Grout for Bonded Prestressing Tendons . 1. Grout shall consist of port- land cement and water ; or portland cement , sand and water . 2. Materials for grout shall conform to the following : A. Portland cement shall ...
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