Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page xvii
... Chapter 53 ) CHAPTER 54. Glass and Glazing SEC . 5401. Scope .. 5402. Identification . 5403. Area Limitations 5404. Glazing Support . 5405. Louvered Windows 5406. Safety Glazing .. 5407. Hinged Shower Doors 5408. Racquetball and Squash ...
... Chapter 53 ) CHAPTER 54. Glass and Glazing SEC . 5401. Scope .. 5402. Identification . 5403. Area Limitations 5404. Glazing Support . 5405. Louvered Windows 5406. Safety Glazing .. 5407. Hinged Shower Doors 5408. Racquetball and Squash ...
Page 131
... Chapter 17 For requirements due to occupancy , see Chapters 6 to 12 inclusive . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 , concrete as in Chapter 26 , masonry as in Chapter ...
... Chapter 17 For requirements due to occupancy , see Chapters 6 to 12 inclusive . Structural Framework Sec . 2202. Structural framework shall be of steel or iron as specified in Chapter 27 , concrete as in Chapter 26 , masonry as in Chapter ...
Page 794
International Conference of Building Officials. Chapter 56 COVERED MALL BUILDINGS NOTE : This chapter has been relocated in its entirety from Appendix Chapter 7 , Division I. General Sec . 5601. ( a ) Purpose . The purpose of this chapter ...
International Conference of Building Officials. Chapter 56 COVERED MALL BUILDINGS NOTE : This chapter has been relocated in its entirety from Appendix Chapter 7 , Division I. General Sec . 5601. ( a ) Purpose . The purpose of this chapter ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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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