California Building Code, Volume 2, Part 2International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 45
Page 166
... Grade N only . 5.2 UBC Standard 21-4 , Hollow and Solid Load - bearing Concrete Masonry Units , Grade N - 1 only . Open - end concrete masonry units shall be grouted solid and need not comply with the web thickness requirements of Table ...
... Grade N only . 5.2 UBC Standard 21-4 , Hollow and Solid Load - bearing Concrete Masonry Units , Grade N - 1 only . Open - end concrete masonry units shall be grouted solid and need not comply with the web thickness requirements of Table ...
Page 251
... grade ( dense for Douglas - fir - larch and Douglas fir south ) . LID is LI dense laminating grade for hem - fir . LIS is a special grade of Alaska cedar . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) ...
... grade ( dense for Douglas - fir - larch and Douglas fir south ) . LID is LI dense laminating grade for hem - fir . LIS is a special grade of Alaska cedar . LICL is L1 close grain laminating grade . L2D is L2 laminating grade ( dense ) ...
Page 264
... GRADE Structural I 7/16 353 453 24 503 15132 403 80 24 112 70 100 24 19132 , 518 90 24 50 23132 314 40 16 25 7/16 20 ... GRADE REQUIREMENTS : BOARD GRADE SOLID FLOOR OR ROOF SHEATHING 1. Utility 2. 4 common or utility 3. No. 3 4 ...
... GRADE Structural I 7/16 353 453 24 503 15132 403 80 24 112 70 100 24 19132 , 518 90 24 50 23132 314 40 16 25 7/16 20 ... GRADE REQUIREMENTS : BOARD GRADE SOLID FLOOR OR ROOF SHEATHING 1. Utility 2. 4 common or utility 3. No. 3 4 ...
Other editions - View all
Common terms and phrases
1998 CALIFORNIA BUILDING accordance with Section allowable stress analysis anchorage apply approved ASTM axial load bars beam bending bracing calculated CALIFORNIA BUILDING CODE column compression members compressive strength computed concrete conform construction dead load deflection deformed depth design values determined development length diameter diaphragm displacement ductile earthquake edge effects elements enforcement agency exceed face factor flange flexural members foot Formula frame grade greater grout isolation system joints joists laminations lateral forces less live load lumber materials maximum ment minimum modulus of elasticity N/mm² nails nominal Nonbuilding structures panel Parallel to Grain percent perpendicular pounds per square ratio requirements of Section resist roof seismic forces Seismic Zones Select structural shear reinforcement shear strength shear stress shear walls sheathing shotcrete slab spacing span specified in Section square inch MPa steel studs Table tensile tension thickness tion torsional UBC Standard vertical welded width wire wood WWPA yield strength