Uniform Building Code |
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Page 63
... 200 | 12 , 400 | 24 , 800 | 15 , 100 E TYPES OF CONSTRUCTION IV ONE -
HOUR H . T . Not Permitted Not 13 , 500 1 Not | | 13 , 500 Permitted Permitted 9 ,
100 13 , 500 9 , 100 13 , 500 12 , 000 18 , 000 12 , 000 18 , 000 18 , 000 27 , 000
18 ...
... 200 | 12 , 400 | 24 , 800 | 15 , 100 E TYPES OF CONSTRUCTION IV ONE -
HOUR H . T . Not Permitted Not 13 , 500 1 Not | | 13 , 500 Permitted Permitted 9 ,
100 13 , 500 9 , 100 13 , 500 12 , 000 18 , 000 12 , 000 18 , 000 18 , 000 27 , 000
18 ...
Page 64
1 Unlimited Unlimited MAXIMUM HEIGHT IN STORIES Not Permitted Not Not
Permitted Permitted Not Permitted Chapter 6 REQUIREMENTS FOR GROUP A
OCCUPANCIES Group A Occupancies. A ) 3 - 4 B ) 1 - 2 - 31 B4 E2 Unlimited ...
1 Unlimited Unlimited MAXIMUM HEIGHT IN STORIES Not Permitted Not Not
Permitted Permitted Not Permitted Chapter 6 REQUIREMENTS FOR GROUP A
OCCUPANCIES Group A Occupancies. A ) 3 - 4 B ) 1 - 2 - 31 B4 E2 Unlimited ...
Page 118
Structural elements in Type III buildings may be of any materials permitted by this
code . Type III One - hour buildings shall be of one - hour fire - resistive
construction throughout . Structural Framework Sec . 2002 . Structural framework
shall be ...
Structural elements in Type III buildings may be of any materials permitted by this
code . Type III One - hour buildings shall be of one - hour fire - resistive
construction throughout . Structural Framework Sec . 2002 . Structural framework
shall be ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
80 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood