Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 333
... framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists and planks , or structural light ...
... framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists and planks , or structural light ...
Page 353
... framing . Plywood installed either horizontally or vertically . Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 ...
... framing . Plywood installed either horizontally or vertically . Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch plywood installed with face grain parallel to studs spaced 24 inches on center and 12 ...
Page 354
... framing . Panels installed either horizontally or vertically . Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch panel installed with the long dimension parallel to studs spaced 24 inches on center ...
... framing . Panels installed either horizontally or vertically . Space nails at 6 inches on center along intermediate framing members for 3 / 8 - inch panel installed with the long dimension parallel to studs spaced 24 inches on center ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength