Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 57
Page 136
... determined from other published recommendations , provided such recommendations are first approved by the Building In- spector . Allowable load values for timber connectors shall be based on empirical test data . Connector safe load ...
... determined from other published recommendations , provided such recommendations are first approved by the Building In- spector . Allowable load values for timber connectors shall be based on empirical test data . Connector safe load ...
Page 137
... determined by the building inspector . load causing shear and bending than the safe lateral strength of the wood screw as determined from Table No. III- ( a ) of this Chapter . Screws shall have an embedment into the farther member of ...
... determined by the building inspector . load causing shear and bending than the safe lateral strength of the wood screw as determined from Table No. III- ( a ) of this Chapter . Screws shall have an embedment into the farther member of ...
Page 285
... determined by dividing the room capacity by 100 and multiplying by 22 . 8. The basic number of exit - width units required for any corridor , hall , stair or exit door opening therefrom , shall be determined by dividing by 100 the ...
... determined by dividing the room capacity by 100 and multiplying by 22 . 8. The basic number of exit - width units required for any corridor , hall , stair or exit door opening therefrom , shall be determined by dividing by 100 the ...
Other editions - View all
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