CALIFORNIA BUILDING CODE – MATRIX ADOPTION TABLE …

1 2013 CALIFORNIA BUILDING CODE1 CALIFORNIA BUILDING CODE MATRIX ADOPTION TABLECHAPTER 16 structural DESIGN( MATRIX ADOPTION Tables are non-regulatory, intended only as an aid to the user. See chapter 1 for state agency authority and BUILDING applications.)Adopting agencyBSC SFMHCDDSAOSHPDBSCC DPH AGR DWR CECCASLSLC121/ACACSSSS/CC1234 Adopt entire chapter XAdopt entire chapter as amended (amended sections listed below)XXXXXA dopt only those sections that are listed belowXXXC hapter / , TABLE X CALIFORNIA BUILDING CODE2013 CALIFORNIA BUILDING CODE3 chapter 16 structural DESIGNSECTION Scope.

2 The provisions of this chapter shall govern thestructural design of buildings, structures and portions thereofregulated by this Application. [DSA-SS/CC] The scope of appli-cation of chapter 16 is as follows:Community college buildings regulated by the Divi-sion of the State Architect- structural Safety/CommunityColleges (DSA-SS/CC), as listed in Section Identification of amendments. [DSA-SS/CC]Division of the State Architect- structural Safety/Commu-nity Colleges (DSA-SS/CC) amendments appear in thischapter preceded with the appropriate acronym, as fol-lows:Division of the State Architect - structural Safety/Community Colleges: [DSA-SS/CC] - For communitycollege buildings listed in Section Reference to other chapters.

3 [DSA-SS/CC]Where reference within this chapter is made to sections inChapters 17 and 18, the provisions in Chapters 17A and18A respectively shall apply Amendments. [DSA-SS/CC] See Section 1616for additional requirements. Enforcement agency approval. [DSA-SS/CC,OSHPD 2] In addition to requirements of the CaliforniaAdministrative Code and the CALIFORNIA BUILDING Code, anyaspect of project design, construction, quality assurance orquality control programs for which this code requiresapproval by the design professional, are also subject toapproval by the enforcement 1602 DEFINITIONS AND Definitions.

4 The following terms are defined in Chap-ter 2:ALLOWABLE STRESS , , OF AGENT. [OSHPD 2] That individualwithin the agency or organization charged with responsibilityfor agency or organization compliance with the requirementsof this code. Used interchangeably with BUILDING Official or Code Official. ESSENTIAL load (ROOF). load AND RESISTANCE FACTOR DESIGN (LRFD). load (PART OF A STRUCTURE).RESISTANCE , , Weight of ice in accordance with chapter 10 of effect of horizontal and vertical earthquakeinduced forces as defined in Section of ASCE due to fluids with well-defined pressures andmaximum Flood load in accordance with chapter 5 of ASCE due to lateral earth pressures, ground waterpressure or pressure of bulk live load greater than 20 psf ( kN/m2) andfloor live Roof live load of 20 psf ( kN/m2) or 1, 2014 Page 3 Friday, November 8, 2013 9.

5 47 AMSTRUCTURAL DESIGN42013 CALIFORNIA BUILDING CODES=Snow Nominal design wind speed (3-second gust), milesper hour (mph) (km/hr) where Ultimate design wind speeds (3-second gust), milesper hour (mph) (km/hr) determined from Figures1609A, 1609B, or 1609C or ASCE due to wind Wind-on-ice in accordance with chapter 10 of 1603 CONSTRUCTION General. Construction documents shall show the size,section and relative locations of structural members withfloor levels, column centers and offsets dimensioned. Thedesign loads and other information pertinent to the structuraldesign required by Sections through shallbe indicated on the construction : Construction documents for buildings con-structed in accordance with the conventional light-frameconstruction provisions of Section 2308 shall indicate thefollowing structural design information:1.

6 Floor and roof live Ground snow load , Ultimate design wind speed, Vult, (3-second gust),miles per hour (mph) (km/hr) and nominal designwind speed, Vasd, as determined in accordance withSection and wind Seismic design category and site Flood design data, if located in flood hazard areasestablished in Section Design load -bearing values of soils.[OSHPD 2] Additional requirements are included in Sections7-115 and 7-125 of the CALIFORNIA Administrative Code (Part1, Title 24, ). Floor live load . The uniformly distributed, con-centrated and impact floor live load used in the designshall be indicated for floor areas.

7 Use of live load reduc-tion in accordance with Section shall be indicatedfor each type of live load used in the Roof live load . The roof live load used in thedesign shall be indicated for roof areas (Section ). Roof snow load data. The ground snow load , Pg,shall be indicated. In areas where the ground snow load , Pg,exceeds 10 pounds per square foot (psf) ( kN/m2), thefollowing additional information shall also be provided,regardless of whether snow loads govern the design of theroof:1. Flat-roof snow load , Snow exposure factor, Snow load importance factor, Thermal factor, Wind design data.

8 The following informationrelated to wind loads shall be shown, regardless ofwhether wind loads govern the design of the lateral force-resisting system of the structure:1. Ultimate design wind speed, Vult, (3-second gust),miles per hour (km/hr) and nominal design windspeed, Vasd, as determined in accordance with Sec-tion Risk Wind more than one wind exposureis utilized, the wind exposure and applicable winddirection shall be The applicable internal pressure Components and cladding. The design wind pres-sures in terms of psf (kN/m2) to be used for thedesign of exterior component and cladding materialsnot specifically designed by the registered Earthquake design data.

9 The following infor-mation related to seismic loads shall be shown, regardlessof whether seismic loads govern the design of the lateralforce-resisting system of the structure:1. Risk Seismic importance factor, Mapped spectral response acceleration parameters,SS and Site Design spectral response acceleration parameters,SDS and Seismic design Basic seismic force-resisting system(s).8. Design base shear(s).9. Seismic response coefficient(s), Response modification coefficient(s), Analysis procedure Geotechnical information.

10 The design load -bearing values of soils shall be shown on the Flood design data. For buildings located inwhole or in part in flood hazard areas as established inSection , the documentation pertaining to design, ifrequired in Section , shall be included and the fol-lowing information, referenced to the datum on the com-munity s Flood Insurance Rate Map (FIRM), shall beshown, regardless of whether flood loads govern thedesign of the BUILDING :1. In flood hazard areas not subject to high-velocitywave action, the elevation of the proposed lowestfloor, including the In flood hazard areas not subject to high-velocitywave action, the elevation to which any nonresiden-tial BUILDING will be dry flood 1, 2014 Page 4 Friday, November 8, 2013 9:47 AMSTRUCTURAL DESIGN2013 CALIFORNIA BUILDING CODE53.