California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 80
Page 1-80
... maximum and one 4 " ( 102 mm ) unit cored 25 percent maximum with 3/4 " ( 19 mm ) mortar - filled collar joint . Unit positions reversed in alternate courses . 63/8 8-1.3 8. Glazed or un- glazed facing tile , nonload- 8-1.4 bearing 8 ...
... maximum and one 4 " ( 102 mm ) unit cored 25 percent maximum with 3/4 " ( 19 mm ) mortar - filled collar joint . Unit positions reversed in alternate courses . 63/8 8-1.3 8. Glazed or un- glazed facing tile , nonload- 8-1.4 bearing 8 ...
Page 1-216
... MAXIMUM SPACING OF JOISTS ( inches ) IDENTIFICATION 16 Species Group3 1/2 518 314 2,3 4 16 o.c. Span rating4 20 518 314 718 20 o.c. x 25.4 for mm 24 Thickness ( inches ) x 25.4 for mm 314 718 1 24 o.c. 32 32 o.c. 48 48 o.c. Spans ...
... MAXIMUM SPACING OF JOISTS ( inches ) IDENTIFICATION 16 Species Group3 1/2 518 314 2,3 4 16 o.c. Span rating4 20 518 314 718 20 o.c. x 25.4 for mm 24 Thickness ( inches ) x 25.4 for mm 314 718 1 24 o.c. 32 32 o.c. 48 48 o.c. Spans ...
Page 1-271
... Maximum Area Supported ( square feet ) Size and Type × 0.09 for m2 12.5 16 18 Size x 25.4 for mm 0.148 - inch ( 3.76 mm ) ( No. 9 B.W. gage ) wire 0.145 - inch ( 4.19 mm ) ( No. 8 B.W. gage ) wire 3/16 " diameter , mild steel rod2 ...
... Maximum Area Supported ( square feet ) Size and Type × 0.09 for m2 12.5 16 18 Size x 25.4 for mm 0.148 - inch ( 3.76 mm ) ( No. 9 B.W. gage ) wire 0.145 - inch ( 4.19 mm ) ( No. 8 B.W. gage ) wire 3/16 " diameter , mild steel rod2 ...
Contents
Matrix Adoption Tables | XTC-3 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
UBC Standard 102 Stairway Identification | 1-105 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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