Uniform Building Code, Volume 6International Conference of Building Officials, 1967 - Building laws |
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Page 29
... courses shall be bonded at vertical intervals not exceeding thirty - four inches ( 34 " ) by lapping at least four inches ( 4 " ) over the unit below or by lapping at vertical intervals not exceeding seventeen inches ( 17 " ) with units ...
... courses shall be bonded at vertical intervals not exceeding thirty - four inches ( 34 " ) by lapping at least four inches ( 4 " ) over the unit below or by lapping at vertical intervals not exceeding seventeen inches ( 17 " ) with units ...
Page 45
... courses . Shakes shall be laid in straight or staggered courses with eighteen- inch ( 18 " ) wide strips of 30 - pound minimum felt shingled between each course in such a manner that no felt is exposed to the weather below the shake ...
... courses . Shakes shall be laid in straight or staggered courses with eighteen- inch ( 18 " ) wide strips of 30 - pound minimum felt shingled between each course in such a manner that no felt is exposed to the weather below the shake ...
Page 56
... COURSES BOND BEAM STEEL 2-1 / 2 " BARS 2 LINTEL STEEL 1-1 / 2 " BAR 1/2 " 24 " C. TO C. Z IN EARTHQUAKE ZONES ZNO HEADER COURSES 2 . DOWELS FOR WOOD FLOOR SUPPORT , SEE FIGURE // REINFORCING WHEN USED TO HAVE 1/4 ' CLEARANCE " " 2 : 0 ...
... COURSES BOND BEAM STEEL 2-1 / 2 " BARS 2 LINTEL STEEL 1-1 / 2 " BAR 1/2 " 24 " C. TO C. Z IN EARTHQUAKE ZONES ZNO HEADER COURSES 2 . DOWELS FOR WOOD FLOOR SUPPORT , SEE FIGURE // REINFORCING WHEN USED TO HAVE 1/4 ' CLEARANCE " " 2 : 0 ...
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Common terms and phrases
ALLOWABLE SPAN anchored applied approved attached backing BARS BEARING BOLTS bond Building Official CAVITY WALL Ceiling Ceiling Ceiling chimney coat concrete construction Continued courses covered DESIGN DETAIL Direction ends exceed extend face Fasteners feet Figure finish coat fire fireplace FLASHING floor FOUNDATION four inches FRAMING furred gauge GRADE GROUP grout gypsum Gypsum Lath gypsum wallboard head HEADER height HOLLOW horizontal horizontal projection inches INSPECTION installed interior joints JOISTS laid least length less live load lumber masonry material maximum measured mesh Metal Lath mortar nails one-half opening partitions permit Perpendicular plaster PLATE portland cement pounds per square RAFTERS reinforced ROOF second coat Shakes sheathing side SOLID space SPAN specifically square feet Standard stone STORY stress studs Supporting surface Table thickness Type Uniform Building Code units veneer vertical Volume walls White width wire wood