Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 91
... MORTAR MINIMUM COMPRESSIVE STRENGTH OF 2 - IN . CUBES AT 28 DAYS , LB. PER SQ . IN . 2,500 1,800 600 ( g ) Glazed Building Units . Glazed building units shall conform to the requirements of U.B.C. Standard No. 24-11 , except that the ...
... MORTAR MINIMUM COMPRESSIVE STRENGTH OF 2 - IN . CUBES AT 28 DAYS , LB. PER SQ . IN . 2,500 1,800 600 ( g ) Glazed Building Units . Glazed building units shall conform to the requirements of U.B.C. Standard No. 24-11 , except that the ...
Page 98
... mortar . Types A , B , or C mortar shall be used in such construction except that interior non - bearing masonry of hollow units may be laid up in gypsum mortar . ( b ) Construction . Hollow masonry units shall have full mortar coverage ...
... mortar . Types A , B , or C mortar shall be used in such construction except that interior non - bearing masonry of hollow units may be laid up in gypsum mortar . ( b ) Construction . Hollow masonry units shall have full mortar coverage ...
Page 99
... mortar joints of the facing and backing . Where hollow masonry units are laid with cells vertical , rectangular ties shall be used . The ends of ties shall be bent to 90 - degree angles to provide hooks not less than two inches ( 2 ...
... mortar joints of the facing and backing . Where hollow masonry units are laid with cells vertical , rectangular ties shall be used . The ends of ties shall be bent to 90 - degree angles to provide hooks not less than two inches ( 2 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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angles approved axial bars beams bearing bending bolts Building Official building or structure ceiling cement cent Chimneys Code column combustible compression compression members compressive strength compressive stress connections Cont'd designed diameter distance Douglas fir dry standpipes enclosures exceed exit exterior walls fiber fire doors Fire Zone flange foot framing girders grade grain Group gypsum height horizontal incombustible materials installed interior joints joists lath least length less than one-hour live load located lumber maximum metal minimum mortar nails occupant load one-half inch one-hour fire-resistive construction partitions piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches slab space span specified in Chapter specified in Section splices square feet square inch stairway standpipes strength structural steel studs Subsection surface Table tensile stress thickness twenty feet 20 U.B.C. Standard vent ventilation welded width wire wood