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Page 529
... gauge . For piles having a diameter of 20 inches and larger , wire shall be not smaller than 1/4 inch round or No. 3 gauge . 3. Allowable stresses . Precast concrete piling shall be designed to resist stresses induced by handling and ...
... gauge . For piles having a diameter of 20 inches and larger , wire shall be not smaller than 1/4 inch round or No. 3 gauge . 3. Allowable stresses . Precast concrete piling shall be designed to resist stresses induced by handling and ...
Page 633
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
... gauge angle flanges and No. 7 gauge wire diagonals . " perforated gypsum lath attached to the studs each side with No. 12 gauge wire clips at horizontal and vertical joints . 1⁄2 " gyp- sum plaster applied each side mixed 1 : 2 by ...
Page 635
... gauge by " % " head plaster- board blued nails , 5 " on center . For three - coat work the plas- ter mix for the ... gauge wire furred out " and 1 " perlite or vermiculite gypsum plaster each side . Lath nailed with 1 % " by No. 13 gauge ...
... gauge by " % " head plaster- board blued nails , 5 " on center . For three - coat work the plas- ter mix for the ... gauge wire furred out " and 1 " perlite or vermiculite gypsum plaster each side . Lath nailed with 1 % " by No. 13 gauge ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength