Uniform Building Code |
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Page 111
The structural elements in Type II fire - resistive buildings shall be of steel , iron ,
concrete or masonry . The structural elements of Type II One - hour or II - N
buildings shall be of noncombustible materials . Walls and permanent partitions
of ...
The structural elements in Type II fire - resistive buildings shall be of steel , iron ,
concrete or masonry . The structural elements of Type II One - hour or II - N
buildings shall be of noncombustible materials . Walls and permanent partitions
of ...
Page 112
No openings shall be permitted in exterior walls of Type II - F . R , buildings
housing Groups A , E , I , H and B , Divisions 1 , 2 and 3 Occupancies less than 5
feet from the property line , and no openings in Groups B , Division 4 , R , and M ...
No openings shall be permitted in exterior walls of Type II - F . R , buildings
housing Groups A , E , I , H and B , Divisions 1 , 2 and 3 Occupancies less than 5
feet from the property line , and no openings in Groups B , Division 4 , R , and M ...
Page 180
24 - A - MORTAR PROPORTIONS BY VOLUME FOR UNIT MASONRY MORTAR
TYPE PARTS BY VOLUME OF PORTLAND CEMENT PARTS BY VOLUME OF
MASONRY CEMENT PARTS BY VOLUME OF HYDRATED LIME OR LIME ...
24 - A - MORTAR PROPORTIONS BY VOLUME FOR UNIT MASONRY MORTAR
TYPE PARTS BY VOLUME OF PORTLAND CEMENT PARTS BY VOLUME OF
MASONRY CEMENT PARTS BY VOLUME OF HYDRATED LIME OR LIME ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield