California Building Code, Volume 1International Conference of Building Officials, 2001 - Building laws |
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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 1-218
... 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 ...
Page
... JOISTS ) BOUNDARY NAILING WOOD JOISTS JOIST ANCHOR AT 4 FT . 0 IN . ( 1219 mm ) O.C. NAILED INTO BLOCKING ( UNDER 3 JOISTS ) END JOIST OR LEDGER BOLTED TO WALL EXTERIOR WALL JOIST PARALLEL CONT . HORIZONTAL BAR IN GROUT - FILLED BOND ...
... JOISTS ) BOUNDARY NAILING WOOD JOISTS JOIST ANCHOR AT 4 FT . 0 IN . ( 1219 mm ) O.C. NAILED INTO BLOCKING ( UNDER 3 JOISTS ) END JOIST OR LEDGER BOLTED TO WALL EXTERIOR WALL JOIST PARALLEL CONT . HORIZONTAL BAR IN GROUT - FILLED BOND ...
Contents
Matrix Adoption Tables | XTC-1 |
UBC Standard 233 | XTC-23 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
Copyright | |
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Common terms and phrases
2001 CALIFORNIA BUILDING 30 inches A L CL A L accessible route aisle AL CL AL applied approved assembly ASTM braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter 11A CL AL CL CL CL comply with Section concrete corridors curb ramps Division door DOSH DSA/AC dwelling units elevator enclosure equipment exceed EXCEPTION exit exterior walls facilities fire-resistive rating fixture floor area gage gypsum handrails height installed joists LA LC LA lath LC LA LC LC LC less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster protected ramp regulations reinforcement requirements of Section roof rooms seating Select Structural side slope smoke square feet stairways storage studs surface Table thickness tion toilet Type UBC Standard Uniform Building Code veneer water closet wheelchair wire wood