Uniform Building Code, Volume 6International Conference of Building Officials, 1967 - Building laws |
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Page 8
... bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See Figure No. 3 , page 49. ) ( Sec . 2806. ) EXCEPTION : Interior bearing walls in one - story build- ings may be ...
... bolts , embedded at least seven inches ( 7 " ) into the masonry and spaced not more than six feet ( 6 ' ) apart . ( See Figure No. 3 , page 49. ) ( Sec . 2806. ) EXCEPTION : Interior bearing walls in one - story build- ings may be ...
Page 55
... BOLTS 2-0 " C. TO C. 3/4 " BOLTS WHERE SPAN EXCEEDS 10 ' 3 D PLAIN SOLID MASONRY NOTE : SPECIAL ENGINEERING DESIGN IS REQUIRED IN EARTHQUAKE ZONES 1-6 " ONE STORY NOTE that masonry walls may be eight inches ( 8 " ) when not over three ...
... BOLTS 2-0 " C. TO C. 3/4 " BOLTS WHERE SPAN EXCEEDS 10 ' 3 D PLAIN SOLID MASONRY NOTE : SPECIAL ENGINEERING DESIGN IS REQUIRED IN EARTHQUAKE ZONES 1-6 " ONE STORY NOTE that masonry walls may be eight inches ( 8 " ) when not over three ...
Page 56
... 0 " т STUD WHERE INTERIOR PARTITION MEETS WALL , BOLT END STUD WITH 1/2 " BOLTS 3 : 0 " C. TO C. LAP 40 DIA . SECTION ( REINFORCED ) FIG . 10 WATERPROOF PAPER BACK OF VENEER AND OVER STUDS 2 " 56 DWELLING HOUSE CONSTRUCTION.
... 0 " т STUD WHERE INTERIOR PARTITION MEETS WALL , BOLT END STUD WITH 1/2 " BOLTS 3 : 0 " C. TO C. LAP 40 DIA . SECTION ( REINFORCED ) FIG . 10 WATERPROOF PAPER BACK OF VENEER AND OVER STUDS 2 " 56 DWELLING HOUSE CONSTRUCTION.
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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