Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 71
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 1-212
... joists to plate , toenail 16. Continuous header to stud , toenail 17. Ceiling joists , laps over partitions , face nail 18. Ceiling joists to parallel rafters , face nail 19. Rafter to plate , toenail 20. 1 " ( 25 mm ) brace to each ...
... joists to plate , toenail 16. Continuous header to stud , toenail 17. Ceiling joists , laps over partitions , face nail 18. Ceiling joists to parallel rafters , face nail 19. Rafter to plate , toenail 20. 1 " ( 25 mm ) brace to each ...
Page 1-374
... 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
UBC Standard 21 Noncombustible MaterialTests | 1-7 |
UBC Standard 72 Fire Tests of Door Assemblies | 1-68 |
UBC Standard 2111 | 1-94 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
accessible aggregate aisle applied approved area of refuge ASTM automatic sprinkler system B.W. gage braced wall lines building official building or structure ceiling cement combustible comply concrete conform corridor Division 3 Occupancies doors dwelling units elevator equipment exceed EXCEPTION exit-access exterior walls fire assembly Fire Code fire-resistive construction fire-resistive rating floor area grade Group H grout gypsum hazardous height inches inspection installed insulation joists kN/m² live load located masonry materials maximum means of egress minimum N/C less nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels percent perlite portion reinforcement requirements of Section roof rooms Select Structural sheathing slope smoke smoke detector space specified in Chapter specified in Section square feet stairways standpipes steel storage story studs surface Table tested thickness tion Type UBC Standard Uniform Building Code units vertical veneer ventilation vermiculite vertical in 12 wallboard water closet width wire wood