Adopting agency | BSC | BSC-CG | SFM | HCD | DSA | OSHPD | BSCC | DHS | AGR | DWR | CEC | CA | SL | SLC | |||||||||
1 | 2 | 1/AC | AC | SS | SS/CC | 1 | 1R | 2 | 3 | 4 | 5 | ||||||||||||
Adopt entire chapter | X | X | |||||||||||||||||||||
Adopt entire chapter as amended (amended sections listed below) |
X | X | X | X | X | X | X | X | X | X | X | ||||||||||||
Adopt only those sections that are listed below |
X | X | |||||||||||||||||||||
Chapter/Section | |||||||||||||||||||||||
AAMA 501.4-09 | X | X | X | X | X | ||||||||||||||||||
AAMA 501.6-09 | X | X | X | X | X | X | X | ||||||||||||||||
AAMA TIR A8-16 | X | X | X | X | X | X | X | ||||||||||||||||
ACI 355.2-07 | X | X | X | X | X | X | X | ||||||||||||||||
ACI 355.4-11 | X | X | X | X | X | X | X | ||||||||||||||||
ACI 440.2R-08 | X | X | X | X | X | ||||||||||||||||||
ACI 503.7-07 | X | X | X | X | X | ||||||||||||||||||
ACI 506R-16 | X | X | X | X | X | X | X | ||||||||||||||||
ACI 506.2-13 | X | X | †| †| †| †| †| ||||||||||||||||
AISC 358-16 | X | X | X | X | |||||||||||||||||||
ANSI/DASMA 103-2017 | X | X | |||||||||||||||||||||
ANSI/AWC NDS-2018 | X | X | |||||||||||||||||||||
APA/ANSI 117-15 | X | X | X | X | X | X | X | ||||||||||||||||
ANSI/APA A190.1-17 | X | X | X | X | X | X | X | ||||||||||||||||
ANSI/APA PRG 320-18 | X | X | X | X | X | X | |||||||||||||||||
ANSI S3.41 | X | ||||||||||||||||||||||
ASCE/SEI 7-16 | X | X | X | X | X | X | X | ||||||||||||||||
ASCE/SEI 19-10 | X | X | X | X | X | ||||||||||||||||||
ASCE/SEI 41-13 | †| †| X | X | X | X | X | ||||||||||||||||
ASCE/SEI 41-17 | X | X | †| †| †| †| †| ||||||||||||||||
ASCE/SEI 49-12 | X | X | X | X | |||||||||||||||||||
ASME A17.1/CSA B44 | X | X | |||||||||||||||||||||
ASME A18.1-2014 | X | ||||||||||||||||||||||
ASME BPE-2009 | X | ||||||||||||||||||||||
ASTM A153/A153M-16a | X | X | X | X | X | X | X | ||||||||||||||||
ASTM A227/A227M-17 | X | X | |||||||||||||||||||||
ASTM A229/A229M-17 | X | X | |||||||||||||||||||||
ASTM A722/A722M-15 | X | X | X | X | X | ||||||||||||||||||
ASTM A1064-17 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM B695-04 (2016) | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C94/C94M-17 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C150/C150M-15 | X | X | †| †| †| †| †| ||||||||||||||||
ASTM C150/C150M-17 | †| †| X | X | X | X | X | ||||||||||||||||
ASTM C270-14a | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C595/C595M-17 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C618-15 | †| †| X | X | X | X | X | ||||||||||||||||
ASTM C618-17 | X | X | †| †| †| †| †| ||||||||||||||||
ASTM C635/C635M-13a | †| †| X | X | X | X | X | ||||||||||||||||
ASTM C635/C635M-17 | X | X | †| †| †| †| †| ||||||||||||||||
ASTM C636/C636-13 | †| †| X | X | X | X | X | ||||||||||||||||
ASTM C636/C636M-17 | X | X | †| †| †| †| †| ||||||||||||||||
ASTM C989-16e1 | †| †| X | X | X | X | X | ||||||||||||||||
ASTM C989-17 | X | X | †| †| †| †| †| ||||||||||||||||
ASTM C1019-16 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C1157/C1157M-17 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C1249-06a | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C1392-00 (2014) | X | X | X | X | X | X | X | ||||||||||||||||
ASTM C1394-03 (2012) | X | X | X | X | X | ||||||||||||||||||
ASTM C1401-14 | X | X | X | X | X | ||||||||||||||||||
ASTM C1586-05 (2011) | X | X | X | X | X | ||||||||||||||||||
ASTM C1586-11 | X | X | X | X | X | ||||||||||||||||||
ASTM D1586-11 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM D3498-03 (2011) |
X | X | X | X | X | X | |||||||||||||||||
ASTM D3966-07 (2013) | X | X | X | X | X | X | X | ||||||||||||||||
ASTM D5778-12 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM E580/E580M-17 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM E648-15e1 | X | X | X | ||||||||||||||||||||
ASTM E662-17a | X | X | X | ||||||||||||||||||||
ASTM E2632/E2632M-13 | X | ||||||||||||||||||||||
ASTM E2707-15 | X | ||||||||||||||||||||||
ASTM E2726/E2726-12a | X | ||||||||||||||||||||||
ASTM E3121-17 | †| †| X | X | X | X | X | ||||||||||||||||
ASTM F606/F606M-16 | X | X | X | X | X | X | X | ||||||||||||||||
ASTM F1292-99 | X | ||||||||||||||||||||||
ASTM F1292-04 | X | ||||||||||||||||||||||
ASTM F1487-01 | X | ||||||||||||||||||||||
ASTM F1951-99 | X | ||||||||||||||||||||||
AWPA U1-16 | X | X | |||||||||||||||||||||
AWPA U1-17 | X | X | X | X | X | ||||||||||||||||||
AWS D1.1/D1.1M-15 | X | X | X | X | X | X | X | ||||||||||||||||
AWS D1.2/D1.2M-15 | X | X | X | X | X | X | X | ||||||||||||||||
AWS D1.3/D1.3M-08 | X | X | X | X | X | X | X | ||||||||||||||||
AWS D1.4/D1.4M-11 | X | X | X | X | X | X | X | ||||||||||||||||
AWS D1.8/D1.8M-16 | X | X | X | X | X | X | X | ||||||||||||||||
AWS QCI-16 | X | X | X | X | X | X | X | ||||||||||||||||
BHMA A156.10-2011 | X | ||||||||||||||||||||||
BHMA A156.19-2013 | X | ||||||||||||||||||||||
FM 1950-16 | X | X | X | X | X | X | X | ||||||||||||||||
FM 3011-99 | X | ||||||||||||||||||||||
FM 3260-00 | X | ||||||||||||||||||||||
FM 4430-80 | X | ||||||||||||||||||||||
ICC-ES AC01-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC58-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC70-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC ES AC77 | X | ||||||||||||||||||||||
ICC-ES AC106-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC125-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC156-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC178-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC193-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC232-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC308-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC ES AC331 | X | ||||||||||||||||||||||
ICC-ES AC358-18 | X | X | X | X | X | X | X | ||||||||||||||||
ICC-ES AC446-18 | X | X | X | X | X | X | X | ||||||||||||||||
ISO 9001-15 | X | X | X | X | X | ||||||||||||||||||
NFPA 11-16 | X | X | |||||||||||||||||||||
NFPA 13-16 | X | ||||||||||||||||||||||
NFPA 13D-16 | X | ||||||||||||||||||||||
NFPA 13R-16 | X | ||||||||||||||||||||||
NFPA 14-16 | X | ||||||||||||||||||||||
NFPA 22-13 | X | ||||||||||||||||||||||
NFPA 24-16 | X | X | |||||||||||||||||||||
NFPA 25-13CA | X | X | |||||||||||||||||||||
NFPA 32-16 | X | ||||||||||||||||||||||
NFPA 37-15 | X | ||||||||||||||||||||||
NFPA 54-15 | X | ||||||||||||||||||||||
NFPA 72-16 | X | X | X | ||||||||||||||||||||
NFPA 110-16 | X | X | |||||||||||||||||||||
NFPA 111-13 | X | X | |||||||||||||||||||||
NFPA 130-14 | X | ||||||||||||||||||||||
NFPA 502-14 | X | ||||||||||||||||||||||
NFPA 1124-17 | X | ||||||||||||||||||||||
NFPA 2001-15 | X | ||||||||||||||||||||||
PCI MNL 120-17 | X | X | X | X | X | X | X | ||||||||||||||||
PTI DC35.1-14 | X | X | X | X | X | X | X | ||||||||||||||||
SFM 12-3 | X | ||||||||||||||||||||||
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TMS 402-2016 | X | X | X | X | X | X | X | ||||||||||||||||
TMS 602-2016 | X | X | X | X | X | X | X | ||||||||||||||||
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UL 632-00 | X | ||||||||||||||||||||||
UL 753-04 | X | ||||||||||||||||||||||
UL 813-96 | X | ||||||||||||||||||||||
UL 857-13 | X | X | X | X | X | ||||||||||||||||||
UL 864-03 | X |
The state agency does not adopt sections identified with the following symbol: â€
The Office of the State Fire Marshal's adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.
The Office of the State Fire Marshal's adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.
User note:
About this chapter: The International Building Code® contains numerous references to standards promulgated by other organizations that are used to provide requirements for materials and methods of construction. This chapter contains a comprehensive list of all standards that are referenced in this code. These standards, in essence, are part of this code to the extent of the reference to the standard.
This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the standard. The application of the referenced standards shall be as specified in Chapter 1, Scope and Administration, Division 1, Sections 1.1.5 and 1.1.7, and in Chapter 1, Scope and Administration, Division II, Section 102.4, as applicable.
[DSA-SS, DSA-SS/CC & OSHPD 1 & 4] Reference to other chapters. In addition to the code sections referenced, the standards listed in this chapter are applicable to the respective code sections in Chapters 16A, 17A, 18A, 19A, 21A and 22A.
This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the standard. The application of the referenced standards shall be as specified in Chapter 1, Scope and Administration, Division 1, Sections 1.1.5 and 1.1.7, and in Chapter 1, Scope and Administration, Division II, Section 102.4, as applicable.
[DSA-SS, DSA-SS/CC & OSHPD 1 & 4] Reference to other chapters. In addition to the code sections referenced, the standards listed in this chapter are applicable to the respective code sections in Chapters 16A, 17A, 18A, 19A, 21A and 22A.
AA
Aluminum Association
1400 Crystal Drive, Suite 430
Arlington, VA 22202AAMA
American Architectural Manufacturers Association
1827 Waldon Office Square, Suite 550
Schaumburg, IL 60173711—16
Voluntary Specification for Self Adhering Flashing Used for Installation of Exterior Wall Fenestration Products
714—15
Voluntary Specification for Liquid Applied Flashing Used to Create a Water-resistive Seal around Exterior Wall Openings in Buildings
AAMA/WDMA/CSA 101/I.S.2/A440—17
North American Fenestration Standard/Specifications for Windows, Doors and Skylights
ACI
216.1—14
318—14
Building Code Requirements for Structural Concrete
722.2.4.3, 1604.3.2, 1616.2.1, 1616.3.1, 1704.5, Table 1705.3, 1705.3.2, Table 1705A.2.1, Table 1705A.3, 1808.8.2, Table 1808.8.2, 1808.8.5, 1808.8.6, 1810.1.3, 1810.2.4.1, 1810.3.2.1.1, 1810.3.2.1.2, 1810.3.8.3.1, 1810.3.8.3.3, 1810.3.9.4.2.1, 1810.3.9.4.2.2, 1810.3.10.1, 1810.3.11.1, 1810.3.12, 1810A.3.10.4, 1901.2, 1901.3, 1901.3.4.4, 1902.1, 1903.1, 1904.1, 1904.2, 1905.1, 1905.1.1, 1905.1.2, 1905.1.3, 1905.1.4, 1905.1.5, 1905.1.6, 1905.1.7, 1905.1.8, 1906.1, 1909.2, 1909.3, 1903A, 1904A, 1905A, 1910A.5.4, 2108.3, 2206.1
AISC
American Institute of Steel
130 East Randolph Street, Suite 2000
Chicago, IL 60601-6219ANSI/AISC 341—16
Seismic Provisions for Structural Steel Buildings
1705.12.1.1, 1705.12.1.2, 1705.13.1.1, 1705.13.1.2, 2205.2.1.1, 2205.2.1.2, 2205.2.2, 2206.2.1, 1705A.2.1, 1705A.2.5, 2212.2, 2205A, 2206A, 2205.3
AISI
American Iron and Steel Institute
25 Massachusetts Avenue, NW Suite 800
Washington, DC 20001AISI S220—15
North American Standard for Cold-formed Steel Framing—Nonstructural Members, 2015
AISI S240—15
North American Standard for Cold-Formed Steel Structuring Framing, 2015
1705.2.2.2, 2202.1, 2203.1, 2211.1, 2211.1.1.1, 2211.1.3.3, Table 2306.12.2, Table 2506.2, Table 2507.2, Table 2603.12.1
AISI S400—15/S1—16
North American Standard for Seismic Design of Cold-formed Steel Structural Systems, 2015, with Supplement 1, dated 2016.
ALI
Automotive Lift Institute, Inc.
P.O. Box 85
Cortland, NY 13045ALI ALCTV—2016
Standard for Automotive Lifts—Safety Requirements for Construction, Testing and Validation (ANSI)
AMCA
Air Movement and Control Association International
30 West University Drive
Arlington Heights, IL 60004A108.4—99
Installation of Ceramic Tile with Organic Adhesives or Water-cleanable Tile-setting Epoxy Adhesive
A108.5—99
A108.6—99
Installation of Ceramic Tile with Chemical-resistant, Water Cleanable Tile-setting and -grouting Epoxy
A108.8—99
Installation of Ceramic Tile with Chemical-resistant Furan Resin Mortar and Grout
A118.3—13
American National Standard Specifications for Chemical-resistant, Water-cleanable Tile-setting and -grouting Epoxy and Water Cleanable Tile-setting Epoxy Adhesive
A118.4—16
American National Standard Specifications for Modified Dry-set Cement Mortar
A118.5—99
American National Standard Specifications for Chemical Resistant Furan Mortar and Grouts for Tile Installation
A118.6—10
American National Standard Specifications for Cement Grouts for Tile Installation
A118.8—99
American National Standard Specifications for Modified Epoxy Emulsion Mortar/Grout
A136.1—08
American National Standard Specifications for the Installation of Ceramic Tile
A137.1—17
American National Standard Specifications for Ceramic Tile
202
APA
APA - Engineered Wood Association
7011 South 19th Street
Tacoma, WA 98466ANSI 117—15
Standard Specification for Structural Glued Laminated Timber of Softwood Species
ANSI/APA PRP 210—14
Standard for Performance-Rated Engineered Wood Siding
ASABE
American Society of Agricultural and Biological Engineers
2950 Niles Road
St. Joseph, MI 49085EP 559.2 MON2016
Design Requirements and Bending Properties for Mechanically Laminated Wood Assemblies
ASCE/SEI
American Society of Civil Engineers
Structural Engineering Institute
Structural Engineering Institute
1801 Alexander Bell Drive
Reston, VA 20191-44007—16
Minimum Design Loads and Associated Criteria for Buildings and Other Structures with Supplement No. 1
104.11, 202, Table 1504.1.1, Table 1504.8, 1510.7.1, 1602.1, 1603A.2, 1604.3, 1604A.4, Table 1604.3, 1604.5, Table 1604.5, 1604.8.2, 1604.9, 1605.1, 1605.2.1, 1605.3.1, 1605.3.1.2, 1605.3.2, 1605.3.2.1, 1607.8.1, 1607.8.1.1, 1607.8.1.2, 1607.9, 1607.13.1, 1607.13.3.1, 1608.1, 1608.2, 1608.3, 1609.1.1, 1609.2, 1609.3, 1609.5.1, 1609.5.3, 1611.2, 1612.2, 1613.1, 1613.2.2, 1613.2.3, 1613.2.5, Table 1613.2.3(1), Table 1613.2.3(2), 1613.2.5.1, 1613.2.5.2, 1613.3, 1614.1, 1615.1, 1613A, 1617A, 1617.9, 1617.10, 1617.2, 1705.12, 1705.12.1.1, 1705.12.1.2, 1705.12.4, 1705.13.1.1, 1705.13.1.2, 1705.13.2, 1705.13.3, 1705.13.4, 1709.5, 1803A.6, 1803.5.12, 1808.3.1, 1809.13, 1810.3.6.1, 1810.3.8.3.2, 1810.3.8.3.3, 1810.3.9.4, 1810.3.11.2, 1810.3.12, 1901.2, 1905.1.1, 1905.1.2, 1905.1.7, 1905.1.8, 2205.2.1.1, 2205.2.1.2, 2205.2.2, 2206.2.1, 2209.1, 2209.2, 2210.2, 2211.1.1.1, 2212A.1.1, 2212A.2.4, Table 2304.6.1, Table 2306.3(3), Table 2308.7.5, 2404.1, 2410.1.1, 2410.1.2, 2505.1, 2505.2, 2506.2.1
41—17
[DSA-SS, DSA-SS/CC] Seismic Evaluation and Retrofit of Existing Buildings
1603A.2, 1617A.1.30, 1617A.1.34
ASME
American Society of Mechanical Engineers
Two Park Avenue
New York, NY 10016-5990ASME/A17.1/CSA B44 the edition as referenced in:
Safety Code for Elevators and Escalators, California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders
A17.7—2007/CSA B44—07(R2012)
Performance-based Safety Code for Elevators and Escalators
BPE—2009
Bio-processing Equipment Standard
ASSE
American Society of Safety Engineers
520 N. Northwest Highway
Park Ridge, IL 60068ASTM
ASTM International
100 Barr Harbor Drive, P.O. Box C700
West Conshohocken, PA 19428-2959A6/A6M—14
Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling
A153/A153M—16a
Specification for Zinc Coating (Hot-dip) on Iron and Steel Hardware
A229/A229M—17
Standard Specification for Steel Wire, Quenched and Tempered for Mechanical Springs
A240/A240M—15a
Standard Specification for Chromium and Chromium-nickel Stainless Steel Plate, Sheet and Strip for Pressure Vessels and for General Applications
A283/A283M—13
Specification for Low and Intermediate Tensile Strength Carbon Steel Plates
A416/A416M—15
Specification for Steel Strand, Uncoated Seven-wire for Prestressed Concrete
A463/A463M—15
Standard Specification for Steel Sheet, Aluminum-coated, by the Hot-dip Process
A572/A572M—15
Specification for High-strength Low-alloy Columbium-Vanadium Structural Steel
A588/A588M—15
Specification for High-strength Low-alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point with Atmospheric Corrosion Resistance
A615/A615M—15ae1
Specification for Deformed and Plain Carbon-steel Bars for Concrete Reinforcement
A653/A653M—15
Specification for Steel Sheet, Zinc-coated Galvanized or Zinc-iron Alloy-coated Galvannealed by the Hot-dip Process
A690/A690M—13a
Standard Specification for High-strength Low-alloy Nickel, Copper, Phosphorus Steel H-piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments
A706/A706M—15
Specification for Low-alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A755/A755M—15
Specification for Steel Sheet, Metallic-coated by the Hot-dip Process and Prepainted by the Coil-coating Process for Exterior Exposed Building Products
A792/A792M—10(2015)
Specification for Steel Sheet, 55% Aluminum-zinc Alloy-coated by the Hot-dip Process
A875/A875M—13
Standard Specification for Steel Sheet, Zinc-5%, Aluminum Alloy-coated by the Hot-dip Process
A924/A924M—14
Standard Specification for General Requirements for Steel Sheet, Metallic-coated by the Hot-dip Process
A1064—17
Standard Specification for Carbon-steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
1903A.8
B101—12
Specification for Lead-coated Copper Sheet and Strip for Building Construction
B251—10
Specification for General Requirements for Wrought Seamless Copper and Copper-alloy Tube
B280—13
Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service
B370—12
Specification for Copper Sheet and Strip for Building Construction
B695—04(2016)
Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel Strip for Building Construction
C62—13a
C67—14
Test Methods of Sampling and Testing Brick and Structural Clay Tile
C216—15
C315—07(2011)
Specification for Clay Flue Liners and Chimney Pots
C331/C331M—14
C472—99(2014)
Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete
C475/C475M—15
C514—04(2014)
Specification for Nails for the Application of Gypsum Board
C516—08(2014)e1
Specifications for Vermiculite Loose Fill Thermal Insulation
C557—03(2009)e01
Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing
C578—15
Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation
C635/C635M—13a
[OSHPD] Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings
C635/C635M—17
[DSA-SS, DSA-SS/CC] Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings
801.1.1.1, 2506.2.1, 1617.10.16, 1617A.1.21
C636/C636M—13
Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels
C636/C636M—17
[DSA-SS, DSA-SS/CC] Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels
808.1.1.1, 1617.10.16, 1617A.1.21
C754—15
Specification for Installation of Steel Framing Members to Receive Screw-attached Gypsum Panel Products
C841—03(2013)
Specification for Installation of Interior Lathing and Furring
C842—05(2015)
Specification for Application of Interior Gypsum Plaster
C844—2015
Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster
C932—06(2013)
Specification for Surface-applied Bonding Compounds for Exterior Plastering
C954—15
Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 inch (0.84 mm) to 0.112 inch (2.84 mm) in Thickness
C1002—14
Specification for Steel Self-piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
C1007—11a(2015)
Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories
C1047—14a
C1063—15a
Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster
C1157/C1157M—17
Standard Performance Specification for Hydraulic Cement
1903.1, 1909.2.3, 1910.2.1, 1910A.1, Table 2507.2
C1177/C1177M—13
Specification for Glass Mat Gypsum Substrate for Use as Sheathing
C1178/C1178M—13
C1249—06a(2010)
Standard Guide for Secondary Seal for Sealed Insulated Glass Units for Structural Sealant Glazing Applications
C1280—13a
Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing
C1288—14
Standard Specification for Discrete Nonasbestos Fiber-cement Interior Substrate Sheets
C1289—15
Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board
C1313/C1313M—13
Standard Specification for Sheet Radiant Barriers for Building Construction Applications
C1325—14
Standard Specification for Nonasbestos Fiber-mat Reinforced Cement Backer Units
C1396/C1396M—14a
Specification for Gypsum Board
C1568—08(2013)
Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Mechanical Uplift Resistance Method)
C1629/C1629M—15
Standard Classification for Abuse-resistant Nondecorated Interior Gypsum Panel Products and Fiber-reinforced Cement Panels
D41/D41M—11
Specification for Asphalt Primer Used in Roofing, Dampproofing and Waterproofing
D43/D43M—00(2012)e1
Specification for Coal Tar Primer Used in Roofing, Dampproofing and Waterproofing
D86—15
Test Method for Distillation of Petroleum Products and Liquid Fuels at Atmospheric Pressure
202
D226/D226M—09
Specification for Asphalt-saturated Organic Felt Used in Roofing and Waterproofing
D227/D227M—03(2011)e1
Specification for Coal-tar-saturated Organic Felt Used in Roofing and Waterproofing
D450/D450M—07(2013)e1
Specification for Coal-tar Pitch Used in Roofing, Dampproofing and Waterproofing
D635—14
Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position
D1143/D1143M—07(2013)
Test Methods for Deep Foundations Under Static Axial Compressive Load
D1227—13
Specification for Emulsified Asphalt Used as a Protective Coating for Roofing
D1557—12e1
Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort [56,000 ft-lb/ft3 (2,700 kN m/m3)]
D1586—11
Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils
1813, 1813A.2
D1863/D1863M—05(2011)e1
Specification for Mineral Aggregate Used on Built-up Roofs
D1929—16
Standard Test Method for Determining Ignition Temperature of Plastics
D1970/D1970M—15a
Specification for Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection
1507.1.1, 1502.2.8.2, 1507.3.9, 1507.5.7, 1507.8.8, 1507.9.9, 1507.11.2.1, 1507.18.4.1
D2178/D2178M—15
Specification for Asphalt Glass Felt Used in Roofing and Waterproofing
D2487—11
Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
D2626/D2626M—04(2012)e1
Specification for Asphalt Saturated and Coated Organic Felt Base Sheet Used in Roofing
D2822/D2822M—05(2011)e1
Specification for Asphalt Roof Cement, Asbestos Containing
D2823/D2823M—05(2011)e1
Specification for Asphalt Roof Coatings, Asbestos Containing
D2824/D2824M—13
Standard Specification for Aluminum-pigmented Asphalt Roof Coatings, Nonfibered and Fibered without Asbestos
D2843—16
Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics
D2898—10
Test Methods for Accelerated Weathering of Fire-retardant-treated Wood for Fire Testing
D3019—08
Specification for Lap Cement Used with Asphalt Roll Roofing, Nonfibered, Asbestos Fibered and Nonasbestos Fibered
D3161/D3161M—15
Test Method for Wind Resistance of Steep Slope Roofing Products (Fan Induced Method)
D3200—74(2012)
Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles
D3201/D3201M—13
Test Method for Hygroscopic Properties of Fire-retardant-treated Wood and Wood-based Products
D3462/D3462M—10a
Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules
D3689/D3698M—07(2013)e1
Test Methods for Deep Foundations under Static Axial Tensile Load
D3737—12
Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)
D3747—79(2007)
Specification for Emulsified Asphalt Adhesive for Adhering Roof Insulation
D3909/D3909M—14
Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules
D4022/D4022M—07(2012)e1
Specification for Coal Tar Roof Cement, Asbestos Containing
D4601/D4601M—04(2012)e1
Specification for Asphalt-coated Glass Fiber Base Sheet Used in Roofing
D4869/D4869M—15
Specification for Asphalt-saturated (Organic Felt) Underlayment Used in Steep Slope Roofing
D4897/D4897M—01(2009)
Specification for Asphalt-coated Glass Fiber Venting Base Sheet Used in Roofing
D4990—97a(2013)
Specification for Coal Tar Glass Felt Used in Roofing and Waterproofing
D5019—07a
Specification for Reinforced Nonvulcanized Polymeric Sheet Used in Roofing Membrane
D5055—13e1
Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-joists
D5516—09
Test Method of Evaluating the Flexural Properties of Fire-retardant Treated Softwood Plywood Exposed to Elevated Temperatures
D5664—10
Standard Test Method for Evaluating the Effects of Fire-retardant Treatment and Elevated Temperatures on Strength Properties of Fire-retardant Treated Lumber
D5665/D5665M—99a(2014)e1
Specification for Thermoplastic Fabrics Used in Cold-applied Roofing and Waterproofing
D5726—98(2013)
Specification for Thermoplastic Fabrics Used in Hot-applied Roofing and Waterproofing
D5778—12
Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils
1813, 1813A.2
D6083—05e01
Specification for Liquid Applied Acrylic Coating Used in Roofing
D6162/D6162M—00a(2015)e1
Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
D6163/D6163M—00(2015)e1
Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements
D6164/D6164M—11
Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Metal Materials Using Polyester Reinforcements
D6222/D6222M—11
Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using Polyester Reinforcements
D6223/D6223M—02(2009)e1
Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
D6298—13
Specification for Fiberglass Reinforced Styrene-butadiene-styrene (SBS) Modified Bituminous Sheets with a Factory Applied Metal Surface
D6305—08(2015)e1
Practice for Calculating Bending Strength Design Adjustment Factors for Fire-retardant-treated Plywood Roof Sheathing
D6380/D6380M—03(2013)e1
Standard Specification for Asphalt Roll Roofing (Organic) Felt
D6464—03a(2009)e1
Standard Specification for Expandable Foam Adhesives for Fastening Gypsum Wallboard to Wood Framing
D6694/D6694M—08(2013)e1
Standard Specification for Liquid-applied Silicone Coating Used in Spray Polyurethane Foam Roofing Systems
D6757—2013
Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep Slope Roofing
D6841—08
Standard Practice for Calculating Design Value Treatment Adjustment Factors for Fire-retardant Treated Lumber
D6947/D6947M—07(2013)e1
Standard Specification for Liquid Applied Moisture Cured Polyurethane Coating Used in Spray Polyurethane Foam Roofing System
D7158/D7158M—16
Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method)
D7425/D7425M—13
Standard Specification for Spray Polyurethane Foam Used for Roofing Applications
D7672—14
Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
E84—16
Standard Test Methods for Surface Burning Characteristics of Building Materials
E90—09
Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements
E96/E96M—15
Standard Test Methods for Water Vapor Transmission of Materials
202
E119—16
Standard Test Methods for Fire Tests of Building Construction and Materials
703.2, 703.2.1, 703.2.3, 703.2.5, 703.3, 703.4, 703.6, 704.12, 705.7, 705.8.5, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.1, 715.4, Table 716.1(1), Table 716.1(2), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1
E136—16
Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C
E283—04(2012)
Standard Test Method for Determining Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences across the Specimen
202
E492—09
Test Method for Laboratory Measurement of Impact Sound Transmission Through Floor-ceiling Assemblies Using the Tapping Machine
E580/E580M—17
Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions
1617.10.16, 1617A.1.21
E605/E605M—93(2015)e1
Test Method for Thickness and Density of Sprayed Fire-resistive Material (SFRM) Applied to Structural Members
E681—09(2015)
Test Methods for Concentration Limits of Flammability of Chemical Vapors and Gases
202
E736/E736M—00(2015)e1
Test Method for Cohesion/Adhesion of Sprayed Fire-resistive Materials Applied to Structural Members
E814—2013A
Test Method for Fire Tests of Penetration Firestop Systems
E1354—16
Standard Test Method for Heat and Visible Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter
E1592—05(2012)
Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference
E2178—13
Standard Test Method for Air Permeance of Building Materials
202
E2273—03(2011)
Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies
E2307—15b
Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using the Intermediate-scale, Multistory Test Apparatus
E2393—10a(2015)
Standard Practice for On-site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers
E2556/E2556M—10
Standard Specification for Vapor Permeable Flexible Sheet Water-resistive Barriers Intended for Mechanical Attachment
E2570/E2570M—07(2014)e1
Standard Test Method for Evaluating Water-resistive Barrier (WRB) Coatings Used under Exterior Insulation and Finish Systems (EIFS) for EIFS with Drainage
E2573—12
Standard Practice for Specimen Preparation and Mounting of Site-fabricated Stretch Systems to Assess Surface Burning Characteristics
E2579—13
Standard Practice for Specimen Preparation and Mounting of Wood Products to Assess Surface Burning Characteristics
E2599—15
Standard Practice for Specimen Preparation and Mounting of Reflective Insulation, Radiant Barrier and Vinyl Stretch Ceiling Materials for Building Applications to Assess Surface Burning Characteristics
E2707—15
Standard Test Method for Determining Fire Penetration of Exterior Wall Assemblies Using a Direct Flame Impingement Exposure
707A.3, 707A.3.1, 708A.3
E3121—17
F606/F606M—16
Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets
2213.1, 2213A.1
F1292—99
Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment
F1292—04
Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment
F1487—01
Standard Consumer Safety Performance Specification for Playground Equipment for Public Use
202-USE ZONE
F1667—15
Specification for Driven Fasteners: Nails, Spikes and Staples
F1951—99
Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment
F2006—17
Standard/Safety Specification for Window Fall Prevention Devices for Nonemergency Escape (Egress) and Rescue (Ingress) Windows
G152—13
Practice for Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
G154—12a
Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials
G155—13
Practice for Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials
AWC
American Wood Council
222 Catoctin Circle SE, Suite 201
Leesburg, VA 20175AWC WCD No. 4—2003
Wood Construction Data—Plank and Beam Framing for Residential Buildings
ANSI/AWC WFCM—2018
ANSI/AWC NDS—2018
National Design Specification (NDS) for Wood Construction—with 2018 NDS Supplement
202, 722.1, Table 1604.3, 1809.12, 1810.3.2.4, Table 1810.3.2.6, 1905.1.8, 2304.13, 2306.1, Table 2306.2(1), Table 2306.2(2), Table 2306.3(1), Table 2306.3(2), 2307.1, Table 2603.1.3.1, Table 2603.13.2
ANSI/AWC SDPWS—2015
Special Design Provisions for Wind and Seismic
202, 2305.1, 2305.2, 2305.3, 2306.1, 2306.2, 2306.3, Table 2306.3(1), Table 2306.3(3), 2307.1
AWCI
Association of the Wall and Ceiling Industry
513 West Broad Street, Suite 210
Falls Church, VA 2204612-B—14
Technical Manual 12B, Third Edition; Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-resistive Materials; an Annotated Guide
AWPA
American Wood Protection Association
P.O. Box 361784
Birmingham, AL 35236-1784U1—17
USE CATEGORY SYSTEM: User Specification for Treated Wood Except Commodity Specification H
AWS
American Welding Society
8669 NW 36 Street, #130
Miami, FL 33166D1.4/D1.4M—2011
Structural Welding Code—Reinforcing Steel Including Metal Inserts and Connections In Reinforced Concrete Construction
1704.5, 1704A.5, Table 1705A.2.1, 1705.2.5, 1705A.2.5, Table 1705.3, 1705.3.1, 1705A.3.1, 1903.8, 1903A.8, 2107.3
D1.8/D1.8M—2016
Structural Welding Code — Seismic Supplement
BHMA
Builders Hardware Manufacturers' Association
355 Lexington Avenue, 15th Floor
New York, NY 10017-6603A 156.19—2013
Standard for Power Assist and Low Energy Power Operated Doors
CEN
European Committee for Standardization (CEN)
Central Secretariat
Rue de Stassart 36
B-10 50 BrusselsRue de Stassart 36
CPA
CPSC
Consumer Product Safety Commission
4330 East/West Highway
Bethesda, MD 2081416 CFR Part 1201 (2002)
Safety Standard for Architectural Glazing Material
2406.2, Table 2406.2(1), 2406.3.1, 2407.1, 2407.1.4.1, 2408.2.1, 2408.3, 2409.2, 2409.3.1, 2409.4.1
16 CFR Part 1500 (2009)
Hazardous Substances and Articles; Administration and Enforcement Regulations
202
CSA
Canadian Standards Association
8501 East Pleasant Valley Road
Cleveland, OH 44131-5516AAMA/WDMA/CSA 101/I.S.2/A440—17
North American Fenestration Standard/Specifications for Windows, Doors and Unit Skylights
ASME A17.1/CSA B44 the edition as referenced in
Safety Code for Elevators and Escalators, California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders
ASME A17.7—2007/CSA B44.7—07
Performance-based Safety Code for Elevators and Escalators
CSSB
Cedar Shake & Shingle Bureau
P. O. Box 1178
Sumas, WA 98295-1178CSSB—97
Grading and Packing Rules for Western Red Cedar Shakes and Western Red Shingles of the Cedar Shake and Shingle Bureau
DASMA
DASMA Door & Access Systems
Manufacturers Association
Manufacturers Association
1300 Sumner Avenue
Cleveland, OH 44115-2851ANSI/DASMA 107—2017
Room Fire Test Standard for Garage Doors Using Foam Plastic Insulation
DOC
U.S. Department of Commerce
National Institute of Standards and Technology
1401 Constitution Avenue NW
Washington, DC 202301401 Constitution Avenue NW
PS 1—09
Structural Plywood
PS 2—10
DOL
U.S. Department of Labor
Occupational Safety and Health Administration
c/o Superintendent of Documents
U.S. Government Printing Office
Washington, DC 20402-9325c/o Superintendent of Documents
U.S. Government Printing Office
29 CFR Part 1910.1000 (2015)
Air Contaminants
202
DOTn
U.S. Department of Transportation
Office of Hazardous Material Safety
1200 New Jersey Avenue, SE
East Building, 2nd Floor
Washington, DC 205901200 New Jersey Avenue, SE
East Building, 2nd Floor
49 CFR Parts 173.137—(2009)
Shippers—General Requirements for Shipments and Packaging—Class 8—Assignment of Packing Group
202
FEMA
Federal Emergency Management Agency
Federal Center Plaza
500 C Street S.W.
Washington, DC 20472500 C Street S.W.
FEMA-TB-11—01
Crawlspace Construction for Buildings Located in Special Flood Hazard Areas
FM
FM Approvals
Headquarters Office
1151 Boston-Providence Turnpike
P.O. Box 9102
Norwood, MA 020621151 Boston-Providence Turnpike
P.O. Box 9102
FM 1950—2016
American National Standard for Seismic Sway Braces for Pipe, Tubing and Conduit
4470—2016
Approval Standard for Single-ply Polymer-modified Bitumen Sheet, Built-up Roof (BUR) and Liquid Applied Roof Assemblies for Use in Class 1 and Noncombustible Roof Deck Construction
4474—2011
American National Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies Using Static Positive and/or Negative Differential Pressures
4880—2015
GA
Gypsum Association
6525 Belcrest Road, Suite 480
Hyattsville, MD 20782GA 600—2015
Fire-resistance Design Manual, 21st Edition
HPVA
ICC
International Code Council, Inc.
500 New Jersey Ave NW
6th Floor
Washington, DC 200016th Floor
ICC 300—17
ICC 400—17
Standard on Design and Construction of Log Structures
2302.2
ICC 600—14
Standard for Residential Construction in High-wind Regions
ICC-ES AC 70—18*
ICC-ES AC 77
Acceptance Criteria for Smoke Containment Systems Used with Fire-resistance-rated Elevator Hoistway Doors and Frames
707.14.1
ICC-ES AC 106—18*
Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Masonry
ICC-ES AC 125—18*
Acceptance Criteria for Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Externally Bonded Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3, 1911.3
ICC-ES AC 156—18*
Acceptance Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components
ICC-ES AC 178—18*
Acceptance Criteria for Inspection and Verification of Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3, 1911.3
ICC-ES AC 193—18*
ICC-ES AC 232—18*
ICC-ES AC 308—18*
ICC-ES AC 358—18*
Acceptance Criteria for Helical Foundation Systems and Devices
ICC-ES AC 446—18*
Acceptance Criteria for Headed Cast-in Specialty Inserts in Concrete
SBCCI SSTD 11—97
Test Standard for Determining Wind Resistance of Concrete or Clay Roof Tiles
* Refers to International Building Code, 2018 as a reference standard.
ISO
International Organization for Standardization
Chemin de Blandonnet 8
CP 401
1214 Vernier
Geneva, SwitzerlandCP 401
1214 Vernier
ISO 8336—09
Fiber-cement Flat Sheets—Product Specification and Test Methods
MHI
NAAMM
National Association of Architectural Metal Manufacturers
800 Roosevelt Road, Bldg. C, Suite 312
Glen Ellyn, IL 60137NCMA
NFPA
National Fire Protection Association
1 Batterymarch Park
Quincy, MA 02169-747110—18
Standard for Portable Fire Extinguishers
13—16 | Standard for Installation of Sprinkler Systems as amended* |
712.1.3.1, 903.3.1.1, 903.3.2, 903.3.8.2, 903.3.8.5, 904.12, 905.3.4, 907.6.4, 1019.3 |
*NFPA 13, Amended Sections as follows: Revise Section 2.2 and add publications as follows: 2.2 NFPA Publications. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition. Revise Section 8.15.1.2.15 as follows: 8.15.1.2.15 Exterior columns under 10 ft2 (0.93m2) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system, shall not require sprinkler protection. 8.15.5.1 [Not adopted by SFM] 8.15.5.2 [Not adopted by SFM] Revise Section 8.15.5.3 as follows: 8.15.5.3 Automatic sprinkler system. Automatic fire sprinklers shall not be required in elevator machine rooms, elevator machinery spaces, control spaces, or hoistways of traction elevators installed in accordance with the applicable provisions in the California Building Code, where all of the following conditions are met:
Add new Sections 8.15.5.6.1 as follows: 8.15.5.6.1 The sprinkler required at the top and bottom of the elevator hoistway by 8.15.5.6 shall not be required where permitted by Chapter 30 of the California Building Code. Revise Section 8.15.7.1* as follows: 8.15.7.1* Unless the requirements of 8.15.7.2 or 8.15.7.3 are met, sprinklers shall be installed under exterior roofs, canopies, porte-cochere, balconies, decks, or similar projections exceeding 4 ft (1.2 m) in width. Revise Section 8.15.7.2* as follows: 8.15.7.2* Sprinklers shall be permitted to be omitted where the exterior canopies, roofs, portecocheres, balconies, decks, or similar projections are constructed with materials that are noncombustible, limited-combustible, or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant—Treated Wood and Fire-Retardant Coatings for Building Materials. Delete Section A.8.15.7.2 of Annex Revise Section 8.15.7.3 8.15.7.3 Sprinklers shall be permitted to be omitted from below the canopies, roofs, balconies, decks, or similar projections are combustible construction, provided the exposed finish material on the roof, or canopy is noncombustible, limited-combustible, or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant—Treated Wood and Fire-Retardant Coatings for Building Materials, and the roofs, or canopies contains only sprinklered concealed spaces or any of the following unsprinklered combustible concealed spaces:
8.15.7.4 Reserved. Revise Annex Section A.8.15.7.5 as follows: A.8.15.7.5 The presence of planters, newspaper machines and similar items, should not be considered storage.
Add Section 8.15.7.6 as follows: 8.15.7.6 Sprinklers may be omitted for following structures:
Add new Sections 8.16.1.1.1.4 and 8.16.1.1.1.5 as follows:
8.16.1.1.1.4 Where a system includes floor control valves, a hydraulic design information sign containing information for the floor shall be provided at each floor control valve. A hydraulic design information sign shall be provided for each area calculated. The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. 8.16.1.1.1.5 Control valves, check valves, drain valves, antifreeze valves shall be readily accessible for inspection, testing, and maintenance. Valves located more than 7 feet above the finished floor shall be provided with a means of opening and closing the valve from the floor level. Add new Sections 8.16.1.6, 8.16.1.6.1, 8.16.1.6.1.1, 8.16.1.6.1.2, 8.16.1.6.1.3, 8.16.1.6.2, as follows: 8.16.1.6 Sectional Valves. 8.16.1.6.1 Private fire service main systems shall have sectional control valves at appropriate points in order to permit sectionalizing the system in the event of a break or for the making of repairs or extensions. 8.16.1.6.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances. 8.16.1.6.1.2 Sectional control valves shall be indicating valves in accordance with Section 6.6.1.3. 8.16.1.6.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser, and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance. 8.16.1.6.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction. 8.16.1.6.2 A valve shall be provided on each bank where a main crosses a body of water or outside the building foundation(s) where the main or section of main runs under a building. Add new Section 9.1.3.9.1.1 as follows: 9.1.3.9.1.1 Powder-driven studs used for attaching hangers to the building structure are prohibited in Seismic design Categories C, D, E and F. Revise Section 9.3.5.11.4 as follows: 9.3.5.11.4 Where threaded pipe is used for sway bracing, it shall have a wall thickness of not less than Schedule 40. Replace Section 9.3.5.12.5 as follows: 9.3.5.12.5 Lag screws or power-driven fasteners shall not be used to attach braces to the building structure. Replace Section 9.3.5.12.6 as follows: 9.3.5.12.6 Fastening methods other than those identified in 9.3.5.12 shall not apply to other fastening methods, which shall be acceptable for use if certified by a registered professional engineer to support the loads determined in accordance with the criteria in 9.3.5.9. Calculations shall be submitted to the authority having jurisdiction. Revise Section 9.3.5.12.8.4 as follows: 9.3.5.12.8.4 Concrete anchors other than those shown in Table 9.3.5.12.2(a) through Table 9.3.5.12.2(f) and identified in 9.3.5.11.11 shall be acceptable for use where designed in accordance with the requirements of the building code and certified by a registered professional engineer. Revise Section 9.3.6.1(3) as follows: 9.3.6.1*(3) No. 12,440 lb (200 Kg) wire installed at least 45 degrees from the vertical plane and anchored on both sides of the pipe. Powder-driven fasteners for attaching restraint is allowed to be used provided that the restraint component does not support the dead load. Revise Section 10.4.3.1.1 as follows: 10.4.3.1.1 Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints. Exceptions:
Revise Section 11.2.3.1.5.2(9) as follows:
11.2.3.1.5.2(9) Exterior columns under 10 ft2 (0.93m2) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system. Revise Section 11.2.3.2.3.1 as follows: 11.2.3.2.3.1 Where listed quick-response sprinklers, excluding extended coverage quick-response sprinklers, are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be permitted to be reduced without revising the density as indicated in Figure 11.2.3.2.3.1 when all of the following conditions are satisfied:
![]() Note: ![]() For ceiling height ≥ 10 ft and ≤ 20 ft, ![]() For ceiling height < 10 ft, y = 40 For ceiling height > 20 ft, y = 0 For SI units, 1 ft = 0.31 m. Revise Section 11.2.3.2.3.2 as follows: 11.2.3.2.3.2 The number of sprinklers in the design area shall never be less than seven. Revise Section 12.1.1.2 as follows: 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a standard-response operating mechanism with a minimum temperature rating of 360°F (182°C) or 100°F (56°C) above the operating temperature of the sprinklers, whichever is higher. [Add Section 23.2.1.1 as follows:] 23.2.1.1* Where a waterflow test is used for the purposes of system design, the test shall be conducted no more than 12 6 months prior to working plan submittal unless otherwise approved by the authority having jurisdiction. Revise Section 25.1 as follows: 25.1 Approval of Sprinkler Systems and Private Fire Service Mains. The installing contractor shall do the following:
25.4 Instructions. The installing contractor shall provide the property owner or the property owner's authorized representative with the following:
25.5.1 The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. Pipe schedule systems shall be provided with a sign indicating that the system was designed and installed as a pipe schedule system and the hazard classification(s) included in the design. Revise Section 25.5.2 as follows: 25.5.2 The sign shall include the following information:
25.6.1 The installing contractor shall provide a general information sign used to determine system design basis and information relevant to the inspection, testing, and maintenance requirements required by NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California Edition. |
13D—16 | Standard for the Installation of Sprinkler Systems in One- and Two-family Dwellings and Manufactured Homes, as amended* | 903.3.1.3 |
*NFPA 13D, Amended Sections as follows: Revise Section 6.2.2 to read as follows: 6.2.2 Where a well, pump, tank or combination thereof is the source of supply for a fire sprinkler system, the configuration for the system shall be one of the following:
Add new Section 6.2.2.1 as follows:
6.2.2.1 Where a fire sprinkler system is supplied by a stored water source with an automatically operated means of pressurizing the system other than an electric pump, the water supply may serve the sprinkler system only. Add new Section 6.2.4 as follows: 6.2.4 Where a water supply serves both domestic and fire sprinkler systems, 5 gpm (19 L/min) shall be added to the sprinkler system demand at the point where the systems are connected, to determine the size of common piping and the size of the total water supply requirements where no provision is made to prevent flow into the domestic water system upon operation of a sprinkler. For multipurpose piping systems, the 5 gpm (19 L/min) demand shall be added at the domestic connection nearest the design area. This demand may be split between two domestic connections at 2.5 gpm (10 L/min) each. Revise Section 8.3.4 as follows: 8.3.4* Sprinklers shall not be required in detached garages, open attached porches, carports with no habitable space above, and similar structures.
Add new Sections 8.3.10 and 8.3.10.1 as follows: 8.3.10 Solar photovoltaic panel structures
8.3.10.1 Sprinklers shall be permitted to be omitted from the following structures:
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13R—16 | Standard for the Installation of Sprinkler Systems in Low-rise Residential Occupancies | 903.3.1.2, 903.3.5.2, 903.4 |
*NFPA 13R, Amended Sections as follows:
Revise Section 2.2 and add publications as follows: 2.2 NFPA Publications. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition. Add new Sections 6.6.10 and 6.10.1 as follows: 6.6.10 Solar photovoltaic panel structures 6.6.10.1 Sprinklers shall be permitted to be omitted from the following structures:
11.4 Instructions. The installing contractor shall provide the property owner or the property owner's authorized representative with the following:
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14—16 | Standard for the Installation of Standpipe and Hose System, as amended* | 905.2, 905.3.4, 905.4.2, 905.6.2, 905.8 |
*NFPA 14, Amended Sections as follows:
Replace Section 6.3.7.1 6.3.7.1 System water supply valves, isolation control valves, and other valves in fire mains shall be supervised in an approved manner in the open position by one of the following methods:
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24—16 | Installation of Private Fire Service Mains and Their Appurtenances, as amended* | 3109F |
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*NFPA 24, Amended Sections as follows: Amend Section 4.2.1 as follows: Section 4.2.1. Installation work shall be done by fully experienced and responsible contractors. Contractors shall be appropriately licensed in the State of California to install private fire service mains and their appurtenances. Revise Section 4.2.2 as follows: 4.2.2 Installation or modification of private fire service mains shall not begin until plans are approved and appropriate permits secured from the authority having jurisdiction. Add Section 4.2.2.1 as follows: 4.2.2.1 As approved by the authority having jurisdiction, emergency repair of existing system may start immediately, with plans being submitted to the authority having jurisdiction within 96 hours from the start of the repair work. Revise Section 5.9.5.1 as follows: 5.9.5.1 Fire department connections shall be on the street side of buildings and as approved by the authority having jurisdiction. Add Sections 6.6.1.1, 6.6.1.2, 6.6.1.3 and 6.6.1.4 as follows:
6.6.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances. 6.6.1.2 Sectional control valves shall be indicating valves in accordance with NFPA 13, Section 6.7.1.3. 6.6.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser, and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance. 6.6.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction. Revise Section 10.4.3.1.1 as follows: 10.4.3.1.1 Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints. Exceptions:
10.9.1 Backfill shall be well tamped in layers or puddle under and around pipes to prevent settlement or lateral movement. Backfill shall consist of clean fill sand or pea gravel to a minimum 6" below and to a minimum of 12" above the pipe and shall contain no ashes, cinders, refuse, organic matter, or other corrosive materials. Other backfill materials and methods are permitted where designed by a registered professional engineer and approved by the enforcing agency. |
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25—13CA | California NFPA 25 Edition (Based on the 2011 Edition) Inspection, Testing and Maintenance of Water-based Fire Protection Systems | Chapter 31F, 3108F |
32—16 | Standard for Dry Cleaning Plants, as amended* | 415.9.3, 2101.1.1 |
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*NFPA 32, Amended Sections as follows: Delete the following publications from Section 2.2: 2.2 NFPA Publications. NFPA 10, Standard for Portable Fire Extinguishers, 2010 edition. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2011 edition. NFPA 70, National Electrical Code®, 2011 edition. NFPA 101®, Life Safety Code®, 2009 edition. NFPA 5000®, Building Construction and Safety Code®, 2009 edition. Revise Section 4.4.1.1 as follows: 4.4.1.1 General building and structure design and construction shall be in accordance with California Building Code. Delete language to Sections 4.4.1.2 and 4.4.1.3 and reserve section numbers. 4.4.1.2 Reserved 4.4.1.3 Reserved Revise Section 4.4.4 as follows: 4.4.4 Means of Egress. Means of egress shall conform with the provisions of the California Building Code. Revise Section 4.6.2 as follows: 4.6.2 Automatic Sprinkler Systems. Where required by this standard, automatic sprinkler systems shall be installed in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems, and periodically inspected, tested, and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5. Revise Section 4.6.4 as follows: 4.6.4 Portable Fire Extinguishers. Suitable numbers and types of portable fire extinguishers shall be installed and maintained throughout the drycleaning plant in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. Revise Section 7.3.2 as follows: 7.3.2 Electrical Installations. Electrical equipment and wiring in a Type II drycleaning room shall comply with the provisions of California Electrical Code, for use in Class I, Division 2 hazardous locations. |
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37—15 | Installation and Use of Stationary Combustion Engines and Gas Turbines |
54—15
National Fuel Gas Code
61—17
Standard for the Prevention of Fires and Dust Explosions in Agricultural and Food Product Facilities
72—16 | National Fire Alarm and Signaling Code, as amended* | 407.4.4.3, 407.4.4.5, 407.4.4.5.1, 901.6, 903.4.1, 904.3.5, 907.1.2, 907.2, 907.2.6, 907.2.9.3, 907.2.10, 907.2.12.2, 907.3, 907.3.3, 907.3.4, 907.5.2.1.2, 907.5.2.2, 907.5.2.2.5, 907.6, 907.6.1, 907.6.2, 907.6.6, 907.7, 907.7.1, 907.7.2, 911.1.6, 917.1, 2702.2.4, 3005.5, 3007.7, 3108F |
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*NFPA 72, Amended Sections as follows: Revise Section 10.3.1 as follows: 10.3.1 Equipment constructed and installed in conformity with this Code shall be listed for the purpose for which it is used. Fire alarm systems and components shall be California State Fire Marshal approved and listed in accordance with California Code of Regulations, Title 19, Division 1. Revise Section 10.3.3 as follows: 10.3.3 All devices and appliances that receive their power from the initiating device circuit or signaling line circuit of a control unit shall be California State Fire Marshal listed for use with the control unit. Revise Section 10.7.1 as follows: 10.7.1 Where approved by the authority having jurisdiction, ECS priority signals when evaluated by stakeholders through risk analysis in accordance with 24.3.11 shall be permitted to take precedence over all other signals. Revise Section 12.3.8.1 as follows: 12.3.8.1 The outgoing and return (redundant) circuit conductors shall be permitted in the same cable assembly (i.e., multiconductor cable), enclosure, or raceway only under the following conditions:
14.4.6.1 Testing. Household fire alarm systems shall be tested in accordance with the manufacturer's published instructions according to the methods of Table 14.4.3.2. Revise Section 17.15 as follows: 17.15 Fire Extinguisher Electronic Monitoring Device. A fire extinguisher electronic monitoring device shall indicate those conditions for a specific fire extinguisher required by California Code of Regulations, Title 19, Division 1, Chapter 1, Section 574.2 (c) and California Fire Code to a fire alarm control unit. Revise Section 21.3.6 as follows: 21.3.6 Smoke detectors shall not be installed in unsprinklered elevator hoistways unless they are installed to activate the elevator hoistway smoke relief equipment or where required by Chapter 30 of the California Building Code. Revise Section 12.3.7 as follows: 12.3.7 (4) Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire resistive rating. Revise Section 23.8.5.1.2 as follows: 23.8.5.1.2 Where connected to a supervising station, fire alarm systems employing automatic fire detectors or waterflow detection devices shall include a manual fire alarm box to initiate a signal to the supervising station. Exception: Fire alarm systems dedicated to elevator recall control, supervisory service and fire sprinkler monitoring as permitted in section 21.3 of NFPA 72.
Revise Section 23.8.5.4.1 as follows: 23.8.5.4.1 Systems equipped with alarm verification features shall be permitted under the following conditions:
29.3.1 All devices, combinations of devices, and equipment to be installed in conformity with this chapter shall be approved and listed by the California State Fire Marshal for the purposes for which they are intended. Revise Section 29.5.2.1.1 as follows: 29.5.2.1.1* Smoke and Heat Alarms. Unless exempted by applicable laws, codes, or standards, smoke or heat alarms used to provide a fire-warning function, and when two or more alarms are installed within a dwelling unit, suite of rooms, or similar area, shall be arranged so that the operation of any smoke or heat alarm causes all alarms within these locations to sound. Note: Exception to 29.5.2.1.1 not adopted by the SFM.
Add Section 29.7.2.1 as follows:
29.7.2.1 The alarm verification feature shall not be used for household fire warning equipment. Add Section 29.7.6.7.1 as follows: 29.7.6.7.1 The alarm verification feature shall not be used for household fire warning equipment. Revise Section 23.8.3.4 as follows: 29.8.3.4 Specific location requirements. The installation of smoke alarms and smoke detectors shall comply with the following requirements:
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80—16
Standard for Fire Doors and Other Opening Protectives
105—16
Standard for Smoke Door Assemblies and Other Opening Protectives
130—14 | Standard for Fixed Guideway Transit and Passenger Rail Systems | 443 |
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*NFPA 130, Amended Sections as follows: Amend Section 2.2 and amend publications to read as follows: 2.2 NFPA Publications. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition. Amend Section 3.3.44.2 and amend publications to read as follows: 3.3.44.2* Open Station. A station that is constructed such that it is directly open to the atmosphere and smoke and heat are allowed to disperse directly into the atmosphere. The following enclosed areas in open stations are permitted:
Add a new definition as 3.3.44.3 to read as follows:
3.3.44.1.1 Underground Station. A station or portion thereof that is located beneath the surface of the earth or of the water. Amend Section 5.2.2.1 to read as follows: 5.2.2.1 Building construction for all new enclosed stations shall be not less than Type IA, Type IB or Type IIA construction and shall not exceed in area or height the limits specified in the California Building Code Table 503, for the station configuration or as determined by fire hazard analysis of potential fire exposure hazards to the structure. Add Section 5.2.2.1.1 —5.2.2.1.3 to read as follows:
5.2.2.1.1 Underground stations shall be a minimum Type IA or Type IB constructions. 5.2.2.1.2 Open stations may be of Type IIB construction and shall not exceed in area or height as required by Table 503 for Type IIA. 5.2.2.1.3 Open at grade stations may be of any construction type allowed by the California Building Code. Delete Section 5.2.2.2. Amend Section 5.2.4.3 to read as follows: 5.2.4.3 Ancillary Spaces. Fire resistance ratings of separations between ancillary occupancies shall be established as required by the California Building Code. Amend Section 5.2.4.3.1 to read as follows:
Amend Section 5.2.4.5 to read as follows:5.2.4.3.1 The following areas shall be separated by a two-hour fire barrier:
5.2.4.5* Separation Between System and Nonsystem Occupancies. All station public areas shall be fire separated from adjacent nonsystem occupancies by a one hour fire barrier, unless otherwise required by other provisions of the California Building Code. Amend Section 5.3.1.1 to read as follows: 5.3.1.1 The provisions for means of egress for a station shall comply with Chapter 10 of the California Building Code, except as herein modified. Amend Section 5.3.2.1 to read as follows: 5.3.2.1* The occupant load for a station shall be based on the train load of trains simultaneously entering the station on all tracks in normal traffic direction plus the simultaneous entraining load awaiting trains.
5.3.3.5 Travel Distance. The maximum travel distance on the platform to a point at which a means of egress route leaves the platform shall not exceed 91 440 mm (300 feet). Amend Section 5.3.3.7 to read as follows: 5.3.3.7 Alternate Egress. At least two means of egress remote from each other shall be provided from each station platform as follows:
5.3.11.1 Illumination of the means of egress in stations, including escalators that are considered a means of egress, shall be in accordance with Chapter 10 of the California Building Code. Amend Section 5.3.11.2 to read as follows: 5.3.11.2 Means of egress, including escalators considered as means of egress, shall be provided with a system of emergency lighting in accordance with Chapter 10 of the California Building Code. Amend Section 5.4.1.1 to read as follows: 5.4.1.1 Enclosed stations shall be provided with a fire command center in accordance with Section 911.1.1 through 911.5 of the California Building Code. Amend Section 5.4.4.1 to read as follows: 5.4.4.1* An automatic sprinkler protection system shall be provided where required by Section 903 of the California Building Code. Delete Section 5.4.4.2. Amend Section 5.4.5.1 to read as follows: 5.4.5.1* Class I standpipes shall be installed where required by Chapter 9 of the California Building Code in accordance with NFPA 14 except as modified herein. Amend Section 7.3.2.1 to read as follows: 7.3.2.1 The fan inlet airflow hot temperature shall be determined by an engineering analysis, however, this temperature shall not be less than 482°C (250°F). Ventilation fans and related components shall be capable of withstanding the maximum anticipated plus/minus pressure transients induced by train operations. Add Section 7.6.1.1 to read as follows: 7.6.1.1 Ventilation of stations shall not terminate at grade on any vehicle roadway. Amend Section 7.7.1 to read as follows: 7.7.1 Operation of the emergency ventilation system components shall be capable of automatic and manual initiation in accordance with 909.12.3 of the California Building Code. Amend Section 7.8.1 to read as follows: 7.8.1 The design of the power for the emergency ventilation system shall comply with the requirements of Article 700 of the California Electrical Code and Section 909 of the California Building Code. |
252—17
Standard Methods of Fire Tests of Door Assemblies
257—17
Standard for Fire Test for Window and Glass Block Assemblies
Table 716.1(1), 716.1.1, 716.1.2.2.2, T716.2.1.3, 716.3.1.1, 716.3.1.2, 716.3.2.1.3, 716.3.4
268—17
Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source
276—15
Standard Method of Fire Tests for Determining the Heat Release Rate of Roofing Assemblies with Combustible Above-deck Roofing Components
288—17
Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal in Fire-resistance-rated Floor Systems
502—14
Standard for Road Tunnels, Bridges, and Other Limited Access Highways
429
654—17
Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids
664—17
Standard for the Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities
704—17
Standard System for the Identification of the Hazards of Materials for Emergency Response
202, 415.5.2
2001—15 | Standard on Clean Agent Fire Extinguishing Systems, as amended* | 904.10 |
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*NFPA 2001, Amended Sections as follows:
Add Sections 4.3.5.1.1 and 4.3.5.2.1 to read as follows: 4.3.5.1.1 Alarms signals from the fire extinguishing system shall not interfere with the building fire alarm signal. 4.3.5.2.1 The lens on visual appliances shall be "red" in color. Exception: Other lens colors are permitted where approved by the enforcing agency.
|
PCI
PTI
Post-Tensioning Institute
38800 Country Club Drive
Farmington Hills, MI 48331PTI DC35.1—14
Recommendations for Prestressed Rock and Soil Anchors
1810A.3.10.4, 1811A.2, 1812A.4, 1812A.5, 1810.3.10.4.1, 1811.2, 1812.4, 1812.5,1813.2
RMI
Rack Manufacturers Institute
8720 Red Oak Boulevard, Suite 201
Charlotte, NC 28217ANSI/MH16.1—12
Specification for Design, Testing and Utilization of Industrial Steel Storage Racks
ANSI/MH16.3—16
Specification for the Design, Testing and Utilization of Industrial Steel Cantilevered Storage Racks
SBCA
Structural Building Components Association
6300 Enterprise Lane
Madison, WI 53719ANSI/FS 100-12
Standard Requirements for Wind Pressure Resistance of Foam Plastic Insulating Sheathing Used in Exterior Wall Covering Assemblies
SDI
SFM
State of California
Department of Forestry and Fire Protection
Office of the State Fire MarshalP.O. Box 944246
Sacramento, CA 94246-2460
12-7-3
Fire-testing Furnaces
NA
12-7A-3
Under Eave
703A.7, 707A.8
12-7A-4
Decking
703A.7, 709A.3
12-7A-4A
Decking Alternate Method A
703A.7, 709A.3
12-7A-5
Ignition Resistant Building Material
703A.7, 709A.3
12-10-2
Single Point Latching or Locking Devices
NA
(The Office of the State Fire Marshal standards referred to above are found in the California Code of Regulations, Title 24, Part 12.)
SJI
SJI 100—15
44th Edition Standard Specification Load Tables and Weight Tables for Steel Joists and Joist Girders K-Series, LH-Series, DHL-Series, Joist Girders
SPRI
Single-Ply Roofing Institute
465 Waverly Oaks Road, Suite 421
Waltham, MA 02452SRCC
Solar Rating & Certification Corporation
3060 Saturn Street, Suite 100
Brea, CA 92821TIA
Telecommunications Industry Association
1320 N. Courthouse Road #200
Arlington, VA 22201-3834TMS
The Masonry Society
105 South Sunset Street, Suite Q
Longmont CO80501216—2013
402—2016
Building Code for Masonry Structures
1404.6, 1404.6.2, 1404.10, 1604.3.4, 1705.4, 1705.4.1, 1807.1.6.3.2, 1808.9, 2101.2, 2106.1, 2107.1, 2107.2, 2107.3, 2108.1, 2108.2, 2108.3, 2109.1, 2109.1.1, 2109.2, 2110.1, 2114.1, 2114.4, 1411.2.1, 2106A.1.1, 2107A.5, 2107A.6, 2115.7, 2115.8, 2107.4, 2107.5, 2107.6, 2105A.3, 2106A.1.1, 2115.9, 2115.10
602—2016
Specification for Masonry Structures
1404.6.1, 1705.4, 1705A.4, 1807.1.6.3, 2103.1, 2103.2.1, 2103.3, 2103A.3.1, 2103.4, 2104.1, 2104A.1.3.1.1, 2105A.1.3.1.2, 2104A.1.3.1.1, 2104A.1.3.1.2.1, 2105.1, 2105.3, 2105A.3, 2105.5, 2105A.5, 2105A.6, 2105.6, 2106.6
TPI
Truss Plate Institute
218 N. Lee Street, Suite 312
Alexandria, VA 22314UBC
International Code Council, Inc.
500 New Jersey Avenue, NW 6th Floor
Washington, DC 20001UBC Standard 15-2
Test Standard for Determining the Fire Retardancy of Roof-Covering Materials
UL
UL LLC
333 Pfingsten Road
Northbrook IL60062-20969—2009
Fire Tests of Window Assemblies—with Revisions through February 2015
10B—2008
Fire Tests of Door Assemblies—with Revisions through February 2015
10C—2009
Positive Pressure Fire Tests of Door Assemblies—with Revisions through February 2015
13—96
Power-limited Circuit Cables
14B—2008
Sliding Hardware for Standard Horizontally Mounted Tin Clad Fire Doors—with Revisions through May 2013
14C—06
Swinging Hardware for Standard Tin Clad Fire Doors Mounted Singly and in Pairs—with Revisions through May 2013
38—99 | Manually Actuated Signaling Boxes—with Revisions through February 2, 2005, as amended.* | |
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*Amend Section 14.1.5 as follows: 14.1.5 A signaling box having a glass panel, disc, rod or similar part that must be broken to operate it for a signal or for access to its actuating means shall satisfactorily complete five part-breaking operations using the means provided with the box, without jamming of the mechanism or other interference by broken particles. It shall be practicable to remove and replace the broken parts. A signaling box shall not have a glass panel, disc, rod or similar part requiring a striking action by grasping a tool to operate it for a signal. The force required to activate controls shall be no greater than 5 pounds (22 N) of force. *Add Appendix B chapter to UL 38 (1999) as follows: Appendix B, 14.1.5 Operation. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. |
103—2010
Factory-built Chimneys, for Residential Type and Building Heating Appliances—with Revisions through July 2012
193—04
Alarm Valves for Fire-Protection Service
199—95
Automatic Sprinklers for Fire Protection Service—with Revisions through August 19, 2005
199E—04
Outline of Investigation for Fire Testing of Sprinklers and Water Spray Nozzles for Protection of Deep Fat Fryers
228—97
Door Closers/Holders, with or without Integral Smoke Detectors—with Revisions through January 26, 2006
260—04
Dry Pipe and Deluge Valves for Fire Protection Service
262—04
Gate Valves for Fire Protection Service
263—11
Fire Tests of Building Construction and Materials—with Revisions through June 2015
703.2, 703.2.1, 703.2.3, 703.2.5, 703.3, 703.4, 703.6, 704.12, 705.7, 705.8.5, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.1, Table 716.1(1), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1
268A—09
Smoke Detectors for Duct Application—with Revisions through October 22, 2003
294—1999
Access Control System Units—with Revisions through February 2015
300A—06
Outline of Investigation for Extinguishing System Units for Residential Range Top Cooking Surfaces
312—04
Check Valves for Fire-Protection Service
346—05
Waterflow Indicators for Fire Protective Signaling Systems
464—03
Audible Signal Appliances—with Revisions through October 10, 2003
497B—04
Protectors for Data Communication and Fire Alarm Circuits
521—99
Heat Detectors for Fire Protective Signaling Systems—with Revisions through July 20, 2005
539—00
Single- and Multiple-Station Heat Detectors—with Revisions through August 15, 2005
580—2006
Test for Uplift Resistance of Roof Assemblies—with Revisions through October 2013
632—00
Electrically Actuated Transmitters
723—2008
Test for Surface Burning Characteristics of Building Materials—with Revisions through August 2013
753—04
Alarm Accessories for Automatic Water Supply Valves for Fire Protection Service
790—04
Standard Test Methods for Fire Tests of Roof Coverings—with Revisions through July 2014
793—08
Automatically Operated Roof Vents for Smoke and Heat—with Revisions through September 2011
813—96
Commercial Audio Equipment—with Revisions through December 7, 1999
864—03 | Control Units and Accessories for Fire Alarm Systems, as amended*—with Revisions through December 2014 | 909.12 |
---|---|---|
*Amend No. 55.1 as follows:
RETARD-RESET-RESTART PERIOD — MAXIMUM 30 SECONDS —No alarm obtained from control unit. Maximum permissible time is 30 seconds. *Amend Section 55.2.2 as follows: Where an alarm verification feature is provided, the maximum retard-reset-restart period before an alarm signal can be confirmed and indicated at the control unit, including any control unit reset time and the power-up time for the detector to become operational for alarm, shall not exceed 30 seconds. (The balance of the section text is to remain unchanged). *Add Section 55.2.9 as follows: Smoke detectors connected to an alarm verification feature shall not be used as releasing devices. Exception: Smoke detectors which operate their releasing function immediately upon alarm actuation independent of alarm verification feature.
*Amend Section 89.1.10 as follows: The existing text of this section is to remain as printed with one editorial amendment as follows: THE TOTAL DELAY (CONTROL UNIT PLUS SMOKE DETECTORS) SHALL NOT EXCEED 30 SECONDS. (The balance of the section text is to remain unchanged). |
1256—02
Fire Test of Roof Deck Construction—with Revisions through July 2013
1479—03
Fire Tests of Penetration Firestops—with Revisions through June 2015
1715—97
Fire Test of Interior Finish Material—with Revisions through January 2013
1897—12
Uplift Tests for Roof Covering Systems—with Revisions through September 2015
2079—04
Tests for Fire Resistance of Building Joint Systems—with Revisions through August 2015
2196—2001
Tests for Fire Resistive Cables—with Revisions through March 2012
2703—2014
Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices and Ground Lugs for Use with Flat-plate Photovoltaic Modules and Panels
ULC
USC
United States Code
c/o Superintendent of Documents
U.S. Government Printing Office
732 North Capitol Street NW
Washington, DC 20401U.S. Government Printing Office
732 North Capitol Street NW
WCLIB
West Coast Lumber Inspection Bureau
P.O. Box 23145
Portland, OR 97281AITC 111—05
Recommended Practice for Protection of Structural Glued Laminated Timber During Transit, Storage and Erection
AITC 119—96
Standard Specifications for Structural Glued Laminated Timber of Hardwood Species
AITC 200—09
Manufacturing Quality Control Systems Manual for Structural Glued Laminated Timber
AITC 404—05
Standard for Radially Reinforcing Curved Glued Laminated Timber Members to Resist Radial Tension
WDMA
Window and Door Manufacturers Association
2025 M Street NW, Suite 800
Washington, DC 20036-3309AAMA/WDMA/CSA 101/I.S.2/A440—17
Specifications for Windows, Doors and Unit Skylights
WRI
Wire Reinforcement Institute, Inc.
942 Main Street, Suite 300
Hartford, CT 06103