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Page xix
... CHAPTER 35. Sound Transmission Control SEC . 3501. Sound Transmission Control . 3502. Sound Transmission Control Systems 750 751 CHAPTER 38 . Basement Pipe Inlets SEC . 3807 . Basement Pipe Inlets ... CHAPTER 49. Patio Covers SEC . 4901 ...
... CHAPTER 35. Sound Transmission Control SEC . 3501. Sound Transmission Control . 3502. Sound Transmission Control Systems 750 751 CHAPTER 38 . Basement Pipe Inlets SEC . 3807 . Basement Pipe Inlets ... CHAPTER 49. Patio Covers SEC . 4901 ...
Page 106
... 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 788
... Chapter 53 .3301 ( e ) 202 ( c ) Appendix 7005 2901 , 2902 , 2903 , Appendix Chapter 70 2903 ( b ) , 4407 , Appendix Chapter 70 2605 ( a ) 104 ( b ) 103 , 104 403 104 ( f ) 2620 Appendix Chapter 1 , Division II Appendix Chapter 1 104 ...
... Chapter 53 .3301 ( e ) 202 ( c ) Appendix 7005 2901 , 2902 , 2903 , Appendix Chapter 70 2903 ( b ) , 4407 , Appendix Chapter 70 2605 ( a ) 104 ( b ) 103 , 104 403 104 ( f ) 2620 Appendix Chapter 1 , Division II Appendix Chapter 1 104 ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength