California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Results 1-3 of 62
Page 1-90
... joists measured at the joists for metal lath form and at the top of the form for steel form units . 5 ( a ) The maximum allowable stress level for H - Series joists shall not exceed 22,000 psi ( 152 MPa ) . ( b ) The allowable stress ...
... joists measured at the joists for metal lath form and at the top of the form for steel form units . 5 ( a ) The maximum allowable stress level for H - Series joists shall not exceed 22,000 psi ( 152 MPa ) . ( b ) The allowable stress ...
Page 1-200
... joists . Blocking shall be provided between joists at each strap anchor . 2. Steel floor joists shall be anchored to masonry walls with No. 3 bars , or their equivalent , spaced not more than 6 feet ( 1829 mm ) on center . Where joists ...
... joists . Blocking shall be provided between joists at each strap anchor . 2. Steel floor joists shall be anchored to masonry walls with No. 3 bars , or their equivalent , spaced not more than 6 feet ( 1829 mm ) on center . Where joists ...
Page 1-218
... Joists . 2320.8.1 General . Spans for joists shall be in accordance with Tables 23 - IV - J - 1 and 23 - IV - J - 2 . 2320.8.2 Bearing . Except where supported on a 1 - inch by 4 - inch ( 25 mm by 102 mm ) ribbon strip and nailed to the ...
... Joists . 2320.8.1 General . Spans for joists shall be in accordance with Tables 23 - IV - J - 1 and 23 - IV - J - 2 . 2320.8.2 Bearing . Except where supported on a 1 - inch by 4 - inch ( 25 mm by 102 mm ) ribbon strip and nailed to the ...
Contents
Matrix Adoption Tables | XTC-3 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
UBC Standard 102 Stairway Identification | 1-105 |
Copyright | |
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1998 CALIFORNIA BUILDING 30 inches accordance applied approved assembly ASTM B.W. gage braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter concrete conform corridor curb ramps devices Division 3 Occupancies doors DOSH DSA/AC dwelling units elevator enclosure enforcing agency equipment exceed EXCEPTION exit exterior walls facilities Fire Code fire-resistive rating fixture floor area Group H grout gypsum handrails hazard HCD 1/AC height inches 51 mm installed joists least less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster pool portland cement protected ramp regulations reinforcement requirements of Section roof rooms Select Structural sheathing side slope smoke smoke detector space specified in Section square feet stairways steel storage studs surface Table Test thickness tion toilet Type UBC Standard Uniform Building Code veneer ventilation wallboard water closet wheelchair width wire wood