General requirements, identification and connections

Grounded in the retrieved California Building Code — click a citation to read the verbatim passage:

• CBC § 2201A.4.1 High relevance — show source text

  2201 A .2 Identification. Identification of steel members shall be in accordance with the applicable referenced standards within this chapter. Other steel furnished for structural load-carrying purposes shall be identified for conformity to the ordered grade in accordance with the specified ASTM standard or other specification and the provisions of this chapter. Where the steel grade is not readily identifiable from marking and test records, the steel shall be tested to verify conformity to such standards. [DSA-SS] All material iden- tification and testing shall be in accordance with Chapter 17A.

  2201 A .3 Protection. The protection of steel members shall be in accordance with the applicable referenced standards within this chapter.

  2201 A .4 Connections. The design and installation of steel connections shall be in accordance with the applicable referenced standards within this chapter. For special inspection of welding or installation of high-strength bolts, see Section 1705 A .2.

  2201A.4.1 Restrained welded connections. [OSHPD 1 & 4] Welded structural steel connections having a medium or high level of restraint, as defined by AWS D1.1 Annex H, shall have a minimum pre-heat temperature of not less than 150 [o] F (66 [o] C). Welded struc- tural steel connections with welds to flange, web, wall or plate having a high level of restraint shall maintain a post-heat temperature of 300 [o] F (149 [o] C) for a minimum of 1 hour after completion of welding.

  2201 A .5 Anchor rods. Anchor rods shall be set in accordance with the approved construction documents. The protrusion of the threaded ends through the connected material shall fully engage the threads of the nuts, but shall not be greater than the length of the threaded portion of the bolts. 2201A.5.1 Shear transfer at column base plate. Where the holes in column base plates are more than [1] / 8 inch (3 mm) larger than the anchor rods, as permitted by AISC 360, the anchor rods shall be designed for the induced bending stresses in combination with axial and shear stresses. Alternatively, shear lugs designed in accordance with ACI 318 Section 17.11 shall be permitted to transfer shear forces between column base plates and the supporting structure.

  SECTION 2202 A —STRUCTURAL STEEL AND COMPOSITE STRUCTURAL STEEL AND CONCRETE

  2202 A .1 General. The design, fabrication and erection of structural steel elements and composite structural steel and concrete elements in buildings, structures and portions thereof shall be in accordance with AISC 360.

  Exceptions : [OSHPD 1 & 4]

  2025 CALIFORNIA BUILDING CODE 22A-3

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  STEEL

• CBC § 1.10.5 High relevance — show source text

  [OSHPD 5] - For applications listed in Section 1.10.5 2. [DSA-SS/CC] Division of the State Architect - Structural Safety/Community Colleges amendments appear in this chapter preceded by the appropriate acronym, as follows:

  [DSA-SS/CC] - For applications listed in Section 1.9.2.2

  2201.1.4 Reference to other chapters. [DSA-SS/CC] Where reference within this chapter is made to sections in Chapter 17, the provi- sions in Chapter 17A shall apply instead.

  2201.1.5 Additional amendments. [DSA-SS/CC] See Section 2215 for additional requirements.

  [OSHPD 1R, 2 & 5] See Section 2213 for additional requirements.

  2201.2 Identification. Identification of steel members shall be in accordance with the applicable referenced standards within this chapter. Other steel furnished for structural load-carrying purposes shall be identified for conformity to the ordered grade in accordance with the specified ASTM standard or other specification and the provisions of this chapter. Where the steel grade is not readily identifiable from marking and test records, the steel shall be tested to verify conformity to such standards.

  2201.3 Protection. The protection of steel members shall be in accordance with the applicable referenced standards within this chapter.

  2201.4 Connections. The design and installation of steel connections shall be in accordance with the applicable referenced standards within this chapter. For special inspection of welding or installation of high-strength bolts, see Section 1705.2.

  2201.4.1 Restrained welded connections. [OSHPD 1R, 2 & 5] Welded structural steel connections having a medium or high level of restraint, as defined by AWS D1.1 Annex H, shall have a minimum pre-heat temperature of not less than 150 [o] F (66 [o] C). Welded struc- tural steel connections with welds to flange, web, wall or plate having a high level of restraint shall maintain a post-heat temperature of 300 [o] F (149 [o] C) for a minimum of 1 hour after completion of welding.

  2201.5 Anchor rods. Anchor rods shall be set in accordance with the approved construction documents. The protrusion of the threaded ends through the connected material shall fully engage the threads of the nuts, but shall not be greater than the length of the threaded portion of the bolts.

  2025 CALIFORNIA BUILDING CODE 22-3

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  STEEL

  2201.5.1 Shear transfer at column base plate. [OSHPD 1R, 2 & 5] Where the holes in column base plates are more than [1] / 8 inch (3 mm) larger than the anchor rods, as permitted by AISC 360, the anchor rods shall be designed for the induced bending stresses in combination with axial and shear stresses. Alternatively, shear lugs designed in accordance with ACI 318 Section 17.11 shall be permitted to transfer shear forces between column base plates and the supporting structure.

• CBC § 2201A.1.1 High relevance — show source text

  SECTION 2201 A —GENERAL

  2201 A .1 Scope. The provisions of this chapter govern the quality, design, fabrication and erection of steel construction.

  2201A.1.1 Application. The scope of application of Chapter 22A is as follows: 1. Structures regulated by the Division of the State Architect-Structural Safety (DSA-SS), which include those applications listed in Section 1.9.2.1. These applications include public elementary and secondary schools, community colleges and state- owned or state-leased essential services buildings. 2. Structures regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development (OSHPD), which include those applications listed in Sections 1.10.1 and 1.10.4. These applications include hospitals and correctional treatment centers.

  2201A.1.2 Amendments in this chapter. DSA-SS and OSHPD adopt this chapter and all amendments.

  Exception: Amendments adopted by only one agency appear in this chapter preceded with the appropriate acronym of the adopt- ing agency, as follows: 1. Division of the State Architect-Structural Safety: [DSA-SS] For applications listed in Section 1.9.2.1. 2. Office of Statewide Hospital Planning and Development:

  [OSHPD 1] - For applications listed in Section 1.10.1.

  [OSHPD 4] - For applications listed in Section 1.10.4.

  2201 A .2 Identification. Identification of steel members shall be in accordance with the applicable referenced standards within this chapter. Other steel furnished for structural load-carrying purposes shall be identified for conformity to the ordered grade in accordance with the specified ASTM standard or other specification and the provisions of this chapter. Where the steel grade is not readily identifiable from marking and test records, the steel shall be tested to verify conformity to such standards. [DSA-SS] All material iden- tification and testing shall be in accordance with Chapter 17A.

  2201 A .3 Protection. The protection of steel members shall be in accordance with the applicable referenced standards within this chapter.

  2201 A .4 Connections. The design and installation of steel connections shall be in accordance with the applicable referenced standards within this chapter. For special inspection of welding or installation of high-strength bolts, see Section 1705 A .2.

  2201A.4.1 Restrained welded connections. [OSHPD 1 & 4] Welded structural steel connections having a medium or high level of restraint, as defined by AWS D1.1 Annex H, shall have a minimum pre-heat temperature of not less than 150 [o] F (66 [o] C). Welded struc- tural steel connections with welds to flange, web, wall or plate having a high level of restraint shall maintain a post-heat temperature of 300 [o] F (149 [o] C) for a minimum of 1 hour after completion of welding.

• CBC § 3.4. Medium relevance — show source text

  _ 4. Site data report in accordance with the CBC 1980 shall establish that seismically induced differential settlement does not exceed 1 ″ in 40 ′ .

  5. Adjacent buildings shall satisfy the SPC building separation requirements in accordance with the California Administrative Code, Chapter 6 Section 3.4. 6. The addition of new structural elements or strengthening of existing structural elements for retrofit of nonconforming build- ings to SPC-4D shall comply with the following: a) The seismic demand (forces or displacements) shall be in accordance with the CBC 1980; b) Capacity, detailing and connections for new structural elements shall satisfy the requirements in the CBC 2025 for new construction; and c) The strengthening of existing structural elements shall use capacities determined in accordance with the CBC 2025 for new construction consistent with the detailing and connections used in the strengthened member. 7. All construction, quality assurance and quality control shall be in accordance with the new construction provisions of CBC 2025.

  8. Elements not part of the Seismic Force-Resisting System (SFRS), including those identified in the California Administrative Code Chapter 6, Article 10, shall be evaluated using seismic forces and the requirements of the CBC 1980. 9. Any column or wall that forms part of two or more intersecting SFRS and is subjected to axial load due to seismic forces acting along either principal plan axis equaling or exceeding 20 percent of the axial design strength of the column or wall shall be evaluated for the most critical load effect due to application of seismic force in any direction. The most critical load effect may be deemed to be satisfied if members and their foundations are evaluated for 100 percent of the forces for one direction plus 30 percent of the forces for the perpendicular direction, whereby the combination produces the maximum effect. Exceptions: The following buildings (with structural irregularities or unusual configuration/system) shall not be eligible for the SPC-4D upgrade using the prescriptive provisions in this section: 1. Buildings with prohibited irregularities in accordance with California Building Code 2022 Section 1617A.1.10.

  2025 CALIFORNIA EXISTING BUILDING CODE 5A-3

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  PRESCRIPTIVE COMPLIANCE METHOD

  2. Buildings taller than 5 stories or 65' height above the base having horizontal or vertical irregularities in accordance with ASCE 7-10 Tables 12.3-1 Items #1a, 1b and 3 or 12.3-2 Items #1a, 1b, 5a and 5b.

  3. Buildings with unusual configuration or structural system, as determined by the building official.

  501A.3.2 Prescriptive compliance provisions for SPC-4D using the new building design requirements of this code. Structures satisfying the requirements of the California Building Code for new general acute care hospital buildings design shall be deemed to satisfy the SPC-4D requirements of Table 2.5.3, Chapter 6 of the California Administrative Code.

• CBC § 905.5 Medium relevance — show source text

  [F] 905.5 Location of Class II standpipe hose connections. Class II standpipe hose connections located so that all portions of the building are within 30 feet (9144 mm) of a listed variable stream fog nozzle of a nozzle attached to 100 feet (30 480 mm) of hose. Class II standpipe hose connections shall be located where they will have ready access.

  [F] 905.5.1 Groups A-1 and A-2. In Group A-1 and A-2 occupancies having occupant loads exceeding 1,000 persons, hose connections shall be located on each side of the rear of the auditorium and on each side of the balcony.

  [F] 905.5.2 Protection. Fire-resistance-rated protection of risers and laterals of Class II standpipe systems is not required.

  [F] 905.5.3 Class II system 1-inch hose. A minimum 1-inch (25 mm) hose shall be allowed to be used for hose stations in lighthazard occupancies where investigated and listed for this service and where approved by the fire code official.

  [F] 905.6 Location of Class III standpipe hose connections. Class III standpipe systems shall have hose connections located as required for Class I standpipes in Section 905.4 and shall have Class II hose connections as required in Section 905.5.

  [F] 905.6.1 Protection. Risers and laterals of Class III standpipe systems shall be protected as required for Class I systems in accordance with Section 905.4.1.

  [F] 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14.

  [F] 905.7 Cabinets. Cabinets containing firefighting equipment such as standpipes, fire hoses, fire extinguishers or fire department valves shall not be blocked from use or obscured from view.

  [F] 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein.

  Exceptions:

  1. Doors not large enough to accommodate a written sign shall be marked with a permanently attached pictogram of the equipment contained therein.
  2. Doors that have either an approved visual identification clear glass panel or a complete glass door panel are not required to be marked.

  [F] 905.7.2 Locking cabinet doors. Cabinets shall be unlocked.

  Exceptions:

  1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows

  access.

  2. Approved locking arrangements.
  3. Group I-3 occupancies and in mental health areas of Group I-2 occupancies.

  [F] 905.8 Dry standpipes. Dry standpipes shall not be installed.

  Exception: Where subject to freezing and in accordance with NFPA 14.

  [F] 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4.1. Where a fire alarm system is provided, a signal shall be transmitted to the control unit.

  Exceptions:

• CBC § 2.2 Medium relevance — show source text

  [BE] B102.2.2 Platform and vehicle floor coordination. Station platforms shall be positioned to coordinate with vehicles in accordance with applicable provisions of 36 CFR Part 1192. Low-level platforms shall be 8 inches (250 mm) minimum above top of rail.

  Exception: Where vehicles are boarded from sidewalks or street-level, low-level platforms shall be permitted to be less than 8 inches (250 mm).

  [BE] B102.2.3 Direct connections. New direct connections to commercial, retail or residential facilities shall, to the maximum extent feasible, have an accessible route complying with Section 306.7.1 from the point of connection to boarding platforms and

  2025 CALIFORNIA EXISTING BUILDING CODE APPENDIX B-3

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  APPENDIX B—SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES

  transportation system elements used by the public. Any elements provided to facilitate future direct connections shall be on an accessible route connecting boarding platforms and transportation system elements used by the public.

  SECTION B103—DWELLING UNITS AND SLEEPING UNITS

  [BE] B103.1 Communication features. Where dwelling units and sleeping units are altered or added, the requirements of Section E104.2 of the California Building Code shall apply only to the units being altered or added until the number of units with accessible communication features complies with the minimum number required for new construction.

  SECTION B104—REFERENCED STANDARDS

  [BE] B104.1 General. See Table B104.1 for standards that are referenced in various sections of this appendix. Standards are listed by the standard identification with the effective date, standard title, and the section or sections of this appendix that reference the standard.

  [BS] TABLE B104.1—REFERENCED STANDARDS	Col2	Col3
  STANDARD ACRONYM	STANDARD NAME	SECTIONS HEREIN REFERENCED
  Y3.H626 2P	National Historic Preservation J101.2, 43/933 Act of 1966 as amended J101.3, 3rd Edition	B101.3, B101.4, B101.4.2
  IBC—24	International Building Code	B102.2.1, B103.1
  36 CFR Part 1192	Americans with Disabilities Act Guidelines for Transportation Vehicles—Rapid Rail Vehicles and Systems	B102.2.2
  49 CFR Part 37 Subpart C	Alteration of Transportation Facilities by Public Entities Department of Transportation	B102.2

  APPENDIX B-4 2025 CALIFORNIA EXISTING BUILDING CODE

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  CALIFORNIA EXISTING BUILDING CODE – MATRIX ADOPTION TABLE

  APPENDIX C

  CHAPTER C1 – GABLE END RETROFIT FOR HIGH-WIND AREAS

  Not adopted by the State of California (May be available for adoption by local ordinance. See Section 1.1.11.)

• CBC § 11B-216.8.2 Medium relevance — show source text

  11B-216.8.2 Identification for all-gender multi-user toilet facilities. Geometric symbols complying with Section 11B-703.7.2.6.3 shall be provided at the entrance to all-gender multi-user toilet facilities. In addition, a sign complying with Sections 11B-703.1 through 11B-703.5 shall be provided stating “ALL-GENDER MULTI-USER”.

  11B-216.8.3 Signs at toilet and urinal compartments. Where both toilet compartments and urinal compartments are provided, each individual compartment shall be identified with a sign complying with Sections 11B-703.1 through 11B-703.5. Signs shall identify the type of fixture within the compartment, either “URINAL” or “TOILET”. A pictogram identifying the fixture type within the compart- ment is not permitted.

  Exception: A sign with tactile characters shall be permitted on an in-swinging and self-closing door at compartments not required to comply with Section 11B-604 or Section 11B-605.5.

  11B- 216.9 TTYs. Identification and directional signs for public TTYs shall be provided in accordance with Section 11B- 216.9.

  11B- 216.9.1 Identification signs. Public TTYs shall be identified by the International Symbol of TTY complying with Section 11B- 703.7.2.2.

  11B- 216.9.2 Directional signs. Directional signs indicating the location of the nearest public TTY shall be provided at all banks of public pay telephones not containing a public TTY. In addition, where signs provide direction to public pay telephones, they shall also provide direction to public TTYs. If a facility has no banks of telephones, the directional signs shall be provided at the entrance or in a building directory. Directional signs shall comply with Section 11B- 703.5 and shall include the International Symbol of TTY complying with Section 11B- 703.7.2.2.

  11B- 216.10 Assistive listening systems. Each assembly area required by Section 11B- 219 to provide assistive listening systems shall provide signs informing patrons of the availability of the assistive listening system. The sign shall include wording that states “Assis- tive-Listening System Available” and shall be posted in a prominent place at or near the assembly area entrance. Assistive listening signs shall comply with Section 11B- 703.5 and shall include the International Symbol of Access for Hearing Loss complying with Section 11B- 703.7.2.4.

  Exception: Where ticket offices or windows are provided, signs shall not be required at each assembly area provided that signs are displayed at each ticket office or window informing patrons of the availability of assistive listening systems.

  11B- 216.11 Check-out aisles. Where more than one check-out aisle is provided, check-out aisles complying with Section 11B- 904.3 shall be identified by a sign complying with Section 11B-904.3.4. Where check-out aisles are identified by numbers, letters or functions, signs identifying check-out aisles complying with Section 11B- 904.3 shall be located in the same location as the check-out aisle identification.

• CBC § 0.63 Medium relevance — show source text

  For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table shall be multiplied by 0.63 or 0.56, respectively.
  g. For Case 1 through 6 descriptions see Figure 2306.2(1).|For SI: 1 inch = 25.4 mm, 1 pound per foot = 14.5939 N/m.
  a. For framing of other species: (1) Find specific gravity for species of lumber in ANSI/AWC NDS. (2) For staples find shear value from table for Structural I panels (regardless of
  actual grade) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species.
  b. Space fasteners maximum 12 inches on center along intermediate framing members (6 inches on center where supports are spaced 48 inches on center).
  c. Framing at adjoining panel edges shall be 3 inches nominal or wider.
  d. Staples shall have a minimum crown width of7/16 inch and shall be installed with their crowns parallel to the long dimension of the framing members.
  e. The minimum nominal width of framing members not located at boundaries or adjoining panel edges shall be 2 inches.
  f. For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table shall be multiplied by 0.63 or 0.56, respectively.
  g. For Case 1 through 6 descriptions see Figure 2306.2(1).|For SI: 1 inch = 25.4 mm, 1 pound per foot = 14.5939 N/m.
  a. For framing of other species: (1) Find specific gravity for species of lumber in ANSI/AWC NDS. (2) For staples find shear value from table for Structural I panels (regardless of
  actual grade) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species.
  b. Space fasteners maximum 12 inches on center along intermediate framing members (6 inches on center where supports are spaced 48 inches on center).
  c. Framing at adjoining panel edges shall be 3 inches nominal or wider.
  d. Staples shall have a minimum crown width of7/16 inch and shall be installed with their crowns parallel to the long dimension of the framing members.
  e. The minimum nominal width of framing members not located at boundaries or adjoining panel edges shall be 2 inches.
  f. For shear loads of normal or permanent load duration as defined by the ANSI/AWC NDS, the values in the table shall be multiplied by 0.63 or 0.56, respectively.
  g. For Case 1 through 6 descriptions see Figure 2306.2(1).|For SI: 1 inch = 25.4 mm, 1 pound per foot = 14.5939 N/m.
  a. For framing of other species: (1) Find specific gravity for species of lumber in ANSI/AWC NDS. (2) For staples find shear value from table for Structural I panels (regardless of
  actual grade) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species.
  b. Space fasteners maximum 12 inches on center along intermediate framing members (6 inches on center where supports are spaced 48 inches on center).
  c.

• CBC § 2201.1 Medium relevance — show source text

  2025 (Group B) Code Development Cycle.

  SECTION 2201—GENERAL

  2201.1 Scope. The provisions of this chapter govern the quality, design, fabrication and erection of steel construction.

  2201.1.1 Application. [DSA-SS/CC, OSHPD] The scope of application of Chapter 22 is as follows: 1. Structures regulated by the Department of Health Care Access and Information/Office of Statewide Hospital Planning and Development (OSHPD), which include hospital buildings removed from general acute care service, skilled nursing facility buildings, intermediate care facility buildings and acute psychiatric hospital buildings, as listed in Sections 1.10.1, 1.10.2 and 1.10.5.

  2. Structures regulated by the Division of the State Architect-Structural Safety/Community Colleges (DSA-SS/CC), which include those applications listed in Section 1.9.2.2.

  2201.1.2 Amendments in this chapter. [DSA-SS/CC, OSHPD] DSA-SS/CC, OSHPD adopt this chapter as amended.

  2201.1.3 Identification of amendments. [DSA-SS/CC, OSHPD] 1. [OSHPD 1R, 2 & 5] Office of Statewide Hospital Planning and Development (OSHPD) amendments appear in this chapter preceded by the appropriate acronym, as follows:

  [OSHPD 1R ] - For applications listed in Section 1.10.1.

  [OSHPD 2] - For applications listed in Section 1.10.2.

  [OSHPD 5] - For applications listed in Section 1.10.5 2. [DSA-SS/CC] Division of the State Architect - Structural Safety/Community Colleges amendments appear in this chapter preceded by the appropriate acronym, as follows:

  [DSA-SS/CC] - For applications listed in Section 1.9.2.2

  2201.1.4 Reference to other chapters. [DSA-SS/CC] Where reference within this chapter is made to sections in Chapter 17, the provi- sions in Chapter 17A shall apply instead.

  2201.1.5 Additional amendments. [DSA-SS/CC] See Section 2215 for additional requirements.

  [OSHPD 1R, 2 & 5] See Section 2213 for additional requirements.

  2201.2 Identification. Identification of steel members shall be in accordance with the applicable referenced standards within this chapter. Other steel furnished for structural load-carrying purposes shall be identified for conformity to the ordered grade in accordance with the specified ASTM standard or other specification and the provisions of this chapter. Where the steel grade is not readily identifiable from marking and test records, the steel shall be tested to verify conformity to such standards.

  2201.3 Protection. The protection of steel members shall be in accordance with the applicable referenced standards within this chapter.

  2201.4 Connections. The design and installation of steel connections shall be in accordance with the applicable referenced standards within this chapter. For special inspection of welding or installation of high-strength bolts, see Section 1705.2.

• CBC § 2.1 Medium relevance — show source text

  
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.
  Wind loads based on Table R301.2.1(1).
  Strength axis of facing material applied vertically.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
  DR = Design Required.
  a.
  Design assumptions:
  Maximum deflection criteria: L/240.
  Maximum roof dead load: 10 psf.
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.
  Wind loads based on Table R301.2.1(1).
  Strength axis of facing material applied vertically.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
  DR = Design Required.
  a.
  Design assumptions:
  Maximum deflection criteria: L/240.
  Maximum roof dead load: 10 psf.
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.
  Wind loads based on Table R301.2.1(1).
  Strength axis of facing material applied vertically.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
  DR = Design Required.
  a.
  Design assumptions:
  Maximum deflection criteria: L/240.
  Maximum roof dead load: 10 psf.
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.
  Wind loads based on Table R301.2.1(1).
  Strength axis of facing material applied vertically.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
  DR = Design Required.
  a.
  Design assumptions:
  Maximum deflection criteria: L/240.
  Maximum roof dead load: 10 psf.
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.
  Wind loads based on Table R301.2.1(1).
  Strength axis of facing material applied vertically.|For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
  DR = Design Required.
  a.
  Design assumptions:
  Maximum deflection criteria: L/240.
  Maximum roof dead load: 10 psf.
  Maximum roof live load: 70 psf.
  Maximum ceiling dead load: 5 psf.
  Maximum ceiling live load: 20 psf.

• CBC § 1501.0 Medium relevance — show source text

  1501.0 General . . . . . . . . . . . . . . . . . . . . .309

  1501.1 Applicability . . . . . . . . . . . . . . . . . .309

  1501.2 System Design . . . . . . . . . . . . . . .309

  1501.3 Permit . . . . . . . . . . . . . . . . . . . . . .309

  1501.4 Component Identification . . . . . . .309

  1501.5 Maintenance and Inspection . . . .309

  1501.6 Operation and Maintenance Manual . . . . . . . . . . . . . . . . . . . . .309

  1501.7 Minimum Water Quality Requirements . . . . . . . . . . . . . . . .309

  Table 1501.5 Recommended Minimum Alternate Water Source Testing, Inspection, and Maintenance Frequency . . . . . . . . . . . . . . . . . . .310

  1501.8 Material Compatibility . . . . . . . . . .310

  1501.9 Signage . . . . . . . . . . . . . . . . . . . .310

  1501.10 System Controls . . . . . . . . . . . . . .310

  1502.0 Inspection and Testing . . . . . . . . .310

  1502.1 General . . . . . . . . . . . . . . . . . . . . .310

  1502.2 Supply System Inspection and Test . . . . . . . . . . . . . . . . . . . .310

  1502.3 Cross-Connection

  Inspection and Testing . . . . . . . . .310

  1502.4 Separation Requirements . . . . . . .311

  1502.5 Abandonment . . . . . . . . . . . . . . . .311

  1502.6 Sizing . . . . . . . . . . . . . . . . . . . . . .312

  1503.0 Gray Water Systems . . . . . . . . . .312

  1503.1 General . . . . . . . . . . . . . . . . . . . . .312

  1503.2 System Requirements . . . . . . . . .313

  1503.3 Connections to Potable and

  Reclaimed (Recycled) Water Systems . . . . . . . . . . . . . . . . . . . . .313

  1503.4 Location . . . . . . . . . . . . . . . . . . . .313

  1503.5 Plot Plan Submission . . . . . . . . . .313

  1503.6 Prohibited Location . . . . . . . . . . . .313

  Table 1503.4 Location of Gray Water System . . .314

  1503.7 Drawings and Specifications . . . .314

  1503.8 Procedure for Estimating Gray Water Discharge . . . . . . . . .314

  1503.9 Gray Water System Components . . . . . . . . . . . . . . . . .315

  1504.0 Subsurface Irrigation System Zones . . . . . . . . . . . . . . . .316

  1504.1 General . . . . . . . . . . . . . . . . . . . . .316

• CBC § 904.4.2 Medium relevance — show source text

  4. Location and identification of audible and visible alarm devices.

  5. Identification of devices with proper designations.

  6. Operating instructions.

  [F] 904.4.2 Alarm testing. Notification appliances, connections to fire alarm systems and connections to approved supervising stations shall be tested in accordance with this section and Section 907 to verify proper operation.

  [F] 904.4.2.1 Audible and visible signals. The audibility and visibility of notification appliances signaling agent discharge or system operation, where required, shall be verified.

  [F] 904.4.3 Monitor testing. Connections to protected premises and supervising station fire alarm systems shall be tested to verify proper identification and retransmission of alarms from automatic fire-extinguishing systems.

  [F] 904.5 Wet-chemical systems. Wet-chemical extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5 and NFPA 17A and their listing. Records of inspections and testing shall be maintained.

  [F] 904.6 Dry-chemical systems. Dry-chemical extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5 and NFPA 17 and their listing. Records of inspections and testing shall be maintained.

  [F] 904.7 Foam systems. Foam-extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5 and NFPA 11 and their listing. Records of inspections and testing shall be maintained.

  [F] 904.8 Carbon dioxide systems. Carbon dioxide extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5, NFPA 12 and their listing. Records of inspections and testing shall be maintained.

  [F] 904.9 Halon systems. Halogenated extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5, NFPA 12A and their listing. Records of inspections and testing shall be maintained.

  [F] 904.10 Clean-agent systems. Clean-agent fire-extinguishing systems shall be installed, maintained, periodically inspected and tested in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5 and NFPA 2001 and their listing. Records of inspections and testing shall be maintained.

  [F] 904.11 Automatic water mist systems. Automatic water mist systems shall be permitted in applications that are consistent with the applicable listing or approvals and shall comply with Sections 904.11.1 through 904.11.3.

  [F] 904.11.1 Design and installation requirements. Automatic water mist systems shall be designed and installed in accordance with Sections 904.11.1.1 through 904.11.1.4.

  [F] 904.11.1.1 General. Automatic water mist systems shall be designed and installed in accordance with NFPA 750 and the manufacturer’s instructions.

  [F] 904.11.1.2 Actuation. Automatic water mist systems shall be automatically actuated.