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Page 219
International Conference of Building Officials. be spaced not more than 30 inches on center and staggered one third of the spacing in adjacent laminations . When supports are spaced more than 4 feet on center , side nails shall be spaced ...
International Conference of Building Officials. be spaced not more than 30 inches on center and staggered one third of the spacing in adjacent laminations . When supports are spaced more than 4 feet on center , side nails shall be spaced ...
Page 222
... spaced not over 16 inches on center when installed in accordance with Section 2514 and Table No. 25 - P . E. Gypsum sheathing panels not less than 1⁄2 inch thick on studs spaced not over 16 inches on center when installed in accordance ...
... spaced not over 16 inches on center when installed in accordance with Section 2514 and Table No. 25 - P . E. Gypsum sheathing panels not less than 1⁄2 inch thick on studs spaced not over 16 inches on center when installed in accordance ...
Page 637
... Spaced 16 " On Center 14 15 Plywood Stressed Skin Panels Consisting of % " Thick In- terior C - D ( Exterior Glue ) Top Stressed Skin on 2 " x 6 " Nominal ( Minimum ) Stringers . Adjacent Panel Edges Joined with 8d Com- mon Wire Nails ...
... Spaced 16 " On Center 14 15 Plywood Stressed Skin Panels Consisting of % " Thick In- terior C - D ( Exterior Glue ) Top Stressed Skin on 2 " x 6 " Nominal ( Minimum ) Stringers . Adjacent Panel Edges Joined with 8d Com- mon Wire Nails ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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