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Page 219
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
... Joists shall be supported laterally at the ends and at each support by solid blocking except where the ends of joists are nailed to a header , band or rim joist or to an adjoining stud or by other approved means . Solid blocking shall ...
Page 220
... joists shall be tied together in an approved manner . Joists framing into the side of a wood girder shall be supported by framing anchors or on ledger strips not less than 2 inches by 2 inches . 4. Framing around openings . Trimmer and ...
... joists shall be tied together in an approved manner . Joists framing into the side of a wood girder shall be supported by framing anchors or on ledger strips not less than 2 inches by 2 inches . 4. Framing around openings . Trimmer and ...
Page 293
... 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 ...
... 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 ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength