Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 138
... NAILS Inserted Perpendicular to the Grain of the Wood , in Pounds Per Nail Size of Nail Kind of Wood Length of Nail 6d 8d 2 " 22 " 10d 12d 16d 20d 3 " 34 " 32 " 4 " 30d 40d 50d 60d 42 " 5 " 52 " 6 " Douglas fir or Southern Pine 70 100 ...
... NAILS Inserted Perpendicular to the Grain of the Wood , in Pounds Per Nail Size of Nail Kind of Wood Length of Nail 6d 8d 2 " 22 " 10d 12d 16d 20d 3 " 34 " 32 " 4 " 30d 40d 50d 60d 42 " 5 " 52 " 6 " Douglas fir or Southern Pine 70 100 ...
Page 274
... nails or with copper nails and No. 14 B. and S. gauge copper wire , with nails of such length as to provide not less than three - fourths inch ( 4 " ) of penetration into the nailing strips or sheathing . Under all such shingles there ...
... nails or with copper nails and No. 14 B. and S. gauge copper wire , with nails of such length as to provide not less than three - fourths inch ( 4 " ) of penetration into the nailing strips or sheathing . Under all such shingles there ...
Page 304
... nails , clips or other equivalent means of furring shall not be required . All metal shall be held in place by means of galvanized or blued nails not smaller than 4d in size or by means of gal- vanized staples not less than one inch ( 1 ...
... nails , clips or other equivalent means of furring shall not be required . All metal shall be held in place by means of galvanized or blued nails not smaller than 4d in size or by means of gal- vanized staples not less than one inch ( 1 ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood