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Page 269
International Conference of Building Officials. ' Stress - rated boards of nominal 1
- inch , 114 - inch and 1 / 2 - inch thickness , 2 inches and wider , are permitted
the recommended design values shown for Select Structural , No . 1 , No . 2 , No .
International Conference of Building Officials. ' Stress - rated boards of nominal 1
- inch , 114 - inch and 1 / 2 - inch thickness , 2 inches and wider , are permitted
the recommended design values shown for Select Structural , No . 1 , No . 2 , No .
Page 527
As an alternate , an air space of at least 1 inch may be maintained between the
backing and the veneer in which case ... The galvanized wire mesh shall be
anchored to wood studs by galvanized steel wire furring nails at 4 inches on
center or ...
As an alternate , an air space of at least 1 inch may be maintained between the
backing and the veneer in which case ... The galvanized wire mesh shall be
anchored to wood studs by galvanized steel wire furring nails at 4 inches on
center or ...
Page 537
addition , the deck shall be constructed of / 8 - inch plywood with exterior glue or
1inch nominal T and G boards , overlaid with a layer of approved asbestos felt
lapped 2 inches on the horizontal and vertical joints . An 18 - inch - wide strip of
the ...
addition , the deck shall be constructed of / 8 - inch plywood with exterior glue or
1inch nominal T and G boards , overlaid with a layer of approved asbestos felt
lapped 2 inches on the horizontal and vertical joints . An 18 - inch - wide strip of
the ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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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