Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 135
... nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the wire nail or spike as set ...
... nail inserted Nails perpendicular to the grain of the wood when used to fasten wooden members together , shall not be subjected to a greater load causing shear and bending than the safe lateral strength of the wire nail or spike as set ...
Page 136
... NAILS Inserted Perpendicular to the Grain of the Wood , in Pounds Per Nail Size of Nail Kind of Wood 6d 8d 10d 12d 16d 20d 30d 40d 50d 60d Length of Nail 2 " 22 " 3 " 34 " 32 " 4 " 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 6d 8d 10d 12d 16d 20d 30d 40d 50d 60d Length of Nail 2 " 22 " 3 " 34 " 32 " 4 " 42 " 5 " 52 " 6 " Douglas fir or Southern Pine 70 100 ...
Page 260
... 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 ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
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Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood