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CALIFORNIA BUILDING CODE — MATRIX ADOPTION TABLE
CHAPTER 35 — REFERENCED STANDARDS 

(Matrix Adoption Tables are nonregulatory, intended only as an aid to the code user. See Chapter 1 for state agency authority and building applications.)
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                                        
SFM 12-7-3     X                                        
SFM 12-7A-1     X                                        
SFM 12-7A-2     X                                        
SFM 12-7A-3     X                                        
SFM 12-7A-4     X                                        
SFM 12-7A-4A     X                                        
SFM 12-7A-5     X                                        
SFM 12-8-100     X                                        
SFM 12-10-1     X                                        
SFM 12-10-2     X                                        
SFM 12-10-3     X                                        
TMS 402-2016               X X X X X   X X                
TMS 602-2016               X X X X X   X X                
UBC 15-2     X                                        
UBC 15-3     X                                        
UBC 15-4     X                                        
UL 13-96     X                                        
UL 38-99     X                                        
UL 193-04     X                                        
UL 199-95     X                                        
UL 228-97     X                                        
UL 260-04     X                                        
UL 262-04     X                                        
UL 268A-09     X                                        
UL 312-04     X                                        
UL 346-05     X                                        
UL 464-03     X                                        
UL 497B-04     X                                        
UL 521-99     X                                        
UL 539-00     X                                        
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:
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.




AA
Aluminum Association
1400 Crystal Drive, Suite 430
Arlington, VA 22202
ADM—2015
Aluminum Design Manual: Part 1—A Specification for Aluminum Structures
ASM 35—00
Aluminum Sheet Metal Work in Building Construction (Fourth Edition)
AAMA
American Architectural Manufacturers Association
1827 Waldon Office Square, Suite 550
Schaumburg, IL 60173
711—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
1402—09
Standard Specifications for Aluminum Siding, Soffit and Fascia
AAMA/WDMA/CSA 101/I.S.2/A440—17
North American Fenestration Standard/Specifications for Windows, Doors and Skylights
501.4-09
Recommended Static Test Method for Evaluating Curtain Wall and Storefront Systems Subjected to Seismic and Wind Induced Interstory Drifts
501.6-09
Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System
TIR A8-16
Structural Performance of Composite Thermal Barrier Framing Systems
ACI
American Concrete Institute
38800 Country Club Drive
Farmington Hills, MI 48331
216.1—14
Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies
355.2—07
Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary
355.4—11
Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary
440.2R-08
Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
1911.3, 1911A.3
503.7—07
Specification for Crack Repair by Epoxy Injection
1911.2, 1911A.2
506R—16
Guide to Shotcrete
1908.1, 1908A.1, 1908.3, 1908A.3, 1908.12, 1908A.12
506.2—13
[DSA-SS, DSA-SS/CC] Guide to Shotcrete
1908A.1, 1908A.9
AISC
American Institute of Steel
130 East Randolph Street, Suite 2000
Chicago, IL 60601-6219
ANSI/AISC 341—16
Seismic Provisions for Structural Steel Buildings
358—16
Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications
1705A.2.1, 2205A, 2205.4, 2206A.2, 2206.2.1, 2212.3, 3413A
ANSI/AISC 360—16
Specification for Structural Steel Buildings
AISI
American Iron and Steel Institute
25 Massachusetts Avenue, NW Suite 800
Washington, DC 20001
AISI S100—16
North American Specification for the Design of Cold-formed Steel Structural Members, 2016
AISI S202—15
Code of Standard Practice for Cold-formed Steel Framing, 2015
AISI S220—15
North American Standard for Cold-formed Steel Framing—Nonstructural Members, 2015
AISI S230—15
Standard for Cold-formed Steel Framing—Prescriptive Method for One- and Two-family Dwellings, 2015
AISI S240—15
North American Standard for Cold-Formed Steel Structuring Framing, 2015
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 13045
ALI 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 60004
540—13
Test Method for Louvers Impacted by Wind Borne Debris
American National Standards Institute
25 West 43rd Street, Fourth Floor
New York, NY 10036
A13.1—2015
Scheme for the Identification of Piping Systems
A108.1A—16
Installation of Ceramic Tile in the Wet-set Method, with Portland Cement Mortar
A108.1B—99
Installation of Ceramic Tile, Quarry Tile on a Cured Portland Cement Mortar Setting Bed with Dry-set or Latex-Portland Mortar
A108.4—99
Installation of Ceramic Tile with Organic Adhesives or Water-cleanable Tile-setting Epoxy Adhesive
A108.5—99
Installation of Ceramic Tile with Dry-set Portland Cement Mortar or Latex-Portland Cement Mortar
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
A108.9—99
Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout
A108.10—99
Installation of Grout in Tilework
A118.1—16
American National Standard Specifications for Dry-set Portland Cement Mortar
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
S3.41
American National Standard Specifications for Audible Emergency Evacuation Signal
Z 97.1—14
Safety Glazing Materials Used in Buildings—Safety Performance Specifications and Methods of Test
APA
APA - Engineered Wood Association
7011 South 19th Street
Tacoma, WA 98466
ANSI 117—15
Standard Specification for Structural Glued Laminated Timber of Softwood Species
ANSI/APA A190.1—17
Structural Glued Laminated Timber
ANSI/APA PRG 320-18
Standard for Performance-rated Cross-Laminated Timber
ANSI/APA PRP 210—14
Standard for Performance-Rated Engineered Wood Siding
ANSI/APA PRR 410—16
Standard for Performance-Rated Engineered Wood Rim Boards
APA PDS—12
Panel Design Specification
APA PDS Supplement 1—12
Design and Fabrication of Plywood Curved Panels (revised 2013)
APA PDS Supplement 2—12
Design and Fabrication of Plywood-lumber Beams (revised 2013)
APA PDS Supplement 3—12
Design and Fabrication of Plywood Stressed-skin Panels (revised 2013)
APA PDS Supplement 4—12
Design and Fabrication of Plywood Sandwich Panels (revised 2013)
APA PDS Supplement 5—16
Design and Fabrication of All-plywood Beams (revised 2013)
ANSI/APA PRG 320—17
Standard for Performance-rated Cross-laminated Timber
APA R540—13
Builders Tips: Proper Storage and Handling of Glulam Beams
APA S475—16
Glued Laminated Beam Design Tables
APA S560—14
Field Notching and Drilling of Glued Laminated Timber Beams
APA T300—16
Glulam Connection Details
APA X440—17
Product Guide: Glulam
APA X450—01
Glulam in Residential Construction—Western Edition
ASABE
American Society of Agricultural and Biological Engineers
2950 Niles Road
St. Joseph, MI 49085
EP 484.3 MON2016
Diaphragm Design of Metal-clad, Wood-frame Rectangular Buildings
EP 486.2 OCT 2012ED
Shallow-post and Pier Foundation Design
EP 559.2 MON2016
Design Requirements and Bending Properties for Mechanically Laminated Wood Assemblies
ASCE/SEI
American Society of Civil Engineers
Structural Engineering Institute
1801 Alexander Bell Drive
Reston, VA 20191-4400
8—17
Standard Specification for the Design of Cold-formed Stainless Steel Structural Members
19—16
Structural Applications of Steel Cables for Buildings
24—14
Flood Resistant Design and Construction
29—17
Standard Calculation Methods for Structural Fire Protection
32—17
Design and Construction of Frost Protected Shallow Foundations
41—13
Seismic Evaluation and Retrofit of Existing Buildings
1603A.2
41—17
[DSA-SS, DSA-SS/CC] Seismic Evaluation and Retrofit of Existing Buildings
49—12
Wind Tunnel Testing for Buildings and Other Structures
ASME
American Society of Mechanical Engineers
Two Park Avenue
New York, NY 10016-5990
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
A17.7—2007/CSA B44—07(R2012)
Performance-based Safety Code for Elevators and Escalators
A18.1—2014
Safety Standard for Platform Lifts and Stairway Chairlifts
1109.8, Table 3001.3
A90.1—2015
Safety Standard for Belt Manlifts
B16.18—2012
Cast Copper Alloy Solder Joint Pressure Fittings
B16.22—2013
Wrought Copper and Copper Alloy Solder Joint Pressure Fittings
B20.1—2015
Safety Standard for Conveyors and Related Equipment
BPE—2009
Bio-processing Equipment Standard
B31.3—2014
[SLC] Process Piping
B31.3—2016
Process Piping
ASSE
American Society of Safety Engineers
520 N. Northwest Highway
Park Ridge, IL 60068
ANSI/ASSE Z359.1—2016
Requirements for the ANSI/ASSE Z359 Fall Protection Code
ASTM
ASTM International
100 Barr Harbor Drive, P.O. Box C700
West Conshohocken, PA 19428-2959
A6/A6M—14
Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling
A36/A36M—14
Specification for Carbon Structural Steel
A153/A153M—16a
Specification for Zinc Coating (Hot-dip) on Iron and Steel Hardware
A227/A227M—17
Standard Specification for Steel Wire, Cold-Drawn for Mechanical Springs
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
A252—10
Specification for Welded and Seamless Steel Pipe Piles
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
A722/A722M—15
Specification for High-strength Steel Bars for Prestressed Concrete
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
B42—2015A
Specification for Seamless Copper Pipe, Standard Sizes
B43—15
Specification for Seamless Red Brass Pipe, Standard Sizes
B68/B68M—11
Specification for Seamless Copper Tube, Bright Annealed (Metric)
B88—14
Specification for Seamless Copper Water Tube
B101—12
Specification for Lead-coated Copper Sheet and Strip for Building Construction
B209—14
Specification for Aluminum and Aluminum Alloy Steel and Plate
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
C5—10
Specification for Quicklime for Structural Purposes
C22/C22M—00(2015)
Specification for Gypsum
C27—98(2013)
Specification for Classification of Fireclay and High-alumina Refractory Brick
C28/C28M—10(2015)
Specification for Gypsum Plasters
C31/C31M—15
Practice for Making and Curing Concrete Test Specimens in the Field
C33/C33M—13
Specification for Concrete Aggregates
C35/C35—01(2014)
Specification for Inorganic Aggregates for Use in Gypsum Plaster
C55—2014a
Specification for Concrete Building Brick
C59/C59M—00(2015)
Specification for Gypsum Casting Plaster and Molding Plaster
C61/C61M—00(2015)
Specification for Gypsum Keene's Cement
C62—13a
Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale)
C67—14
Test Methods of Sampling and Testing Brick and Structural Clay Tile
C73—14
Specification for Calcium Silicate Brick (Sand-lime Brick)
C90—14
Specification for Loadbearing Concrete Masonry Units
C91/C91M—12
Specification for Masonry Cement
C94/C94M—17
Specification for Ready-mixed Concrete
C140/C140M—15
Test Method Sampling and Testing Concrete Masonry Units and Related Units
C150/C150M—15
Specification for Portland Cement
C150/C150M—17
[OSHPD] Specification for Portland Cement
1910.2.1, 1910A.1
C172/C172M—14a
Practice for Sampling Freshly Mixed Concrete
C199—84(2011)
Test Method for Pier Test for Refractory Mortars
C206—14
Specification for Finishing Hydrated Lime
C208—12
Specification for Cellulosic Fiber Insulating Board
C216—15
Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
C270—14a
Specification for Mortar for Unit Masonry
2103.2.4, 2105.3, 2105A.3, 2115.6.1
C315—07(2011)
Specification for Clay Flue Liners and Chimney Pots
C317/C317M—00(2015)
Specification for Gypsum Concrete
C330/C330M—14
Specification for Lightweight Aggregates for Structural Concrete
202
C331/C331M—14
C406/C406M—15
Specification for Roofing Slate
C472—99(2014)
Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete
C473—15
Test Methods for Physical Testing of Gypsum Panel Products
C474—15
Test Methods for Joint Treatment Materials for Gypsum Board Construction
C475/C475M—15
Specification for Joint Compound and Joint Tape for Finishing Gypsum Board
C514—04(2014)
Specification for Nails for the Application of Gypsum Board
C516—08(2014)e1
Specifications for Vermiculite Loose Fill Thermal Insulation
C547—15
Specification for Mineral Fiber Pipe Insulation
C549—06(2012)
Specification for Perlite Loose Fill Insulation
C552—15
Standard Specification for Cellular Glass 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
C587—04(2014)
Specification for Gypsum Veneer Plaster
C595/C595M—17
Specification for Blended Hydraulic Cements
C618—15
[OSHPD] Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
1910.2.1, 1910A.1
C618—17
[DSA-SS, DSA-SS/CC] Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
1909.3.4, 1910A.1, 1909.2.3
C631—09(2014)
Specification for Bonding Compounds for Interior Gypsum Plastering
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
C652—15
Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale)
C726—12
Standard Specification for Mineral Wool Roof Insulation Board
C728—15
Standard Specification for Perlite Thermal Insulation Board
C744—14
Specification for Prefaced Concrete and Calcium Silicate Masonry Units
C754—15
Specification for Installation of Steel Framing Members to Receive Screw-attached Gypsum Panel Products
C836/C836M—15
Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course
C840—13
Specification for Application and Finishing of Gypsum Board
C841—03(2013)
Specification for Installation of Interior Lathing and Furring
C842—05(2015)
Specification for Application of Interior Gypsum Plaster
C843—99(2012)
Specification for Application of Gypsum Veneer Plaster
C844—2015
Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster
C847—14a
Specification for Metal Lath
C887—13
Specification for Packaged, Dry Combined Materials for Surface Bonding Mortar
C897—15
Specification for Aggregate for Job-mixed Portland Cement-based Plaster
C920—14a
Standard for Specification for Elastomeric Joint Sealants
C926—15b
Specification for Application of Portland Cement-based Plaster
C932—06(2013)
Specification for Surface-applied Bonding Compounds for Exterior Plastering
C933—14
Specification for Welded Wire Lath
C946—10
Specification for Construction of Dry-stacked, Surface-bonded Walls
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
C956—04(2015)
Specification for Installation of Cast-in-place Reinforced Gypsum Concrete
C957/C957M—15
Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane with Integral Wearing Surface
C989—16e1
[OSHPD] Standard Specification for Slag Cement for Use in Concrete and Mortars
1910.2.1, 1910A.1
C989—17
[DSA-SS, DSA-SS/CC] Standard Specification for Slag Cement for Use in Concrete and Mortars
1909.2.3, 1910A.1
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
C1019—16
Test Method for Sampling and Testing Grout
2115.6.1, 2105A.3, 2105.3
C1029—15
Specification for Spray-applied Rigid Cellular Polyurethane Thermal Insulation
C1032—14
Specification for Woven Wire Plaster Base
C1047—14a
Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base
C1063—15a
Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster
C1088—14
Specification for Thin Veneer Brick Units Made from Clay or Shale
C1157/C1157M—17
Standard Performance Specification for Hydraulic Cement
C1167—11
Specification for Clay Roof Tiles
C1177/C1177M—13
Specification for Glass Mat Gypsum Substrate for Use as Sheathing
C1178/C1178M—13
Specification for Coated Mat Water-resistant Gypsum Backing Panel
C1186—08(2012)
Specification for Flat Fiber Cement Sheets
C1249—06a(2010)
Standard Guide for Secondary Seal for Sealed Insulated Glass Units for Structural Sealant Glazing Applications
C1261—13
Specification for Firebox Brick for Residential Fireplaces
C1278/C1278M—07a(2011)
Specification for Fiber-reinforced Gypsum Panel
C1280—13a
Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing
C1283—11
Practice for Installing Clay Flue Lining
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
C1328/C1328M—12
Specification for Plastic (Stucco Cement)
C1364—10B
Standard Specification for Architectural Cast Stone
C1392—00(2014)
Standard Guide for Evaluating Failure of Structural Sealant Glazing
C1394—03(2012)
Standard Guide for In-Situ Structural Silicone Glazing Evaluation
C1396/C1396M—14a
Specification for Gypsum Board
C1401—14
Standard Guide for Structural Sealant Glazing
C1492—03(2009)
Standard Specification for Concrete Roof Tile
C1568—08(2013)
Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Mechanical Uplift Resistance Method)
C1586—05(2011)
Standard Guide for Quality Assurance of Mortars
C1600/C1600M—11
Standard Specification for Rapid Hardening Hydraulic Cement
C1629/C1629M—15
Standard Classification for Abuse-resistant Nondecorated Interior Gypsum Panel Products and Fiber-reinforced Cement Panels
C1658/C1658M—13
Standard Specification for Glass Mat Gypsum Panels
C1670—16
Standard Specification for Adhered Manufactured Stone Masonry Veneer Units
C1766—13
Standard Specification for Factory-laminated Gypsum Panel Products
D25—12
Specification for Round Timber Piles
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
D56—05(2010)
Test Method for Flash Point by Tag Closed Cup Tester
202
D86—15
Test Method for Distillation of Petroleum Products and Liquid Fuels at Atmospheric Pressure
202
D93—15
Test Methods for Flash Point by Pensky-Martens Closed Cup Tester
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
D312/D312M—15
Specification for Asphalt Used in Roofing
D422—63(2007)e2
Test Method for Particle-size Analysis of Soils
D448—2012
Standard Classification for Sizes of Aggregate for Road and Bridge Construction
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
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
D2859—16
Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials
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
D3278—96(2011)
Test Methods for Flash Point of Liquids by Small Scale Closed-cup Apparatus
202
D3462/D3462M—10a
Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules
D3468/D3468M—99(2013)e1
Specification for Liquid-applied Neoprene and Chlorosulfonated Polyethylene Used in Roofing and Waterproofing
D3498—03(2011)
Standard Specification for Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems
D3679—13
Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
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)
D3746—85(2008)
Test Method for Impact Resistance of Bituminous Roofing Systems
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
D3957—09
Standard Practices for Establishing Stress Grades for Structural Members Used in Log Buildings
D3966—07(2013)
Standard Test Method for Deep Foundations Under Lateral Loads
D4022/D4022M—07(2012)e1
Specification for Coal Tar Roof Cement, Asbestos Containing
D4272—15
Test Method for Total Energy Impact of Plastic Films by Dart Drop
D4318—10e1
Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils
D4434/D4434M—12
Specification for Poly (Vinyl Chloride) Sheet Roofing
D4479/D4479M—07(2012)e1
Specification for Asphalt Roof Coatings—Asbestos-free
D4586/D4586M—07(2012)e1
Specification for Asphalt Roof Cement—Asbestos-free
D4601/D4601M—04(2012)e1
Specification for Asphalt-coated Glass Fiber Base Sheet Used in Roofing
D4637/D4637M—14e1
Specification for EPDM Sheet Used in Single-ply Roof Membrane
D4829—11
Test Method for Expansion Index of Soils
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
D4945—12
Test Method for High-strain Dynamic Testing of Deep Foundations
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
D5456—14b
Specification for Evaluation of Structural Composite Lumber Products
D5516—09
Test Method of Evaluating the Flexural Properties of Fire-retardant Treated Softwood Plywood Exposed to Elevated Temperatures
D5643/D5643M—06(2012)e1
Specification for Coal Tar Roof Cement, Asbestos-free
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
D6509/D6509M—09(2015)
Standard Specification for Atactic Polypropylene (APP) Modified Bituminous Base Sheet Materials Using Glass Fiber Reinforcements
D6694/D6694M—08(2013)e1
Standard Specification for Liquid-applied Silicone Coating Used in Spray Polyurethane Foam Roofing Systems
D6754/D6754M—10
Standard Specification for Ketone Ethylene Ester Based Sheet Roofing
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
D6878/D6878M—13
Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing
D6947/D6947M—07(2013)e1
Standard Specification for Liquid Applied Moisture Cured Polyurethane Coating Used in Spray Polyurethane Foam Roofing System
D7032—14
Standard Specification for Establishing Performance Ratings for Wood, Plastic Composite Deck Boards and Guardrail Systems (Guards or Rails)
D7147—11
Specification for Testing and Establishing Allowable Loads of Joist Hangers
D7158/D7158M—16
Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method)
D7254—15
Standard Specification for Polypropylene (PP) Siding
D7425/D7425M—13
Standard Specification for Spray Polyurethane Foam Used for Roofing Applications
D7655/D7655M—12
Standard Classification for Size of Aggregate Used as Ballast for Roof Membrane Systems
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
E108—16
Standard Test Methods for Fire Tests of Roof Coverings
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
E330/E330M—14
Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference
E331—00(2009)
Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference
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
E648—15e1
Standard Test Method for Critical Radiant Flux of Floor-covering Systems Using a Radiant Heat Energy Source
E662—17a
Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials
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
E970—14
Standard Test Method for Critical Radiant Flux of Exposed Attic Floor Insulation Using a Radiant Heat Energy Source
E1300—12ae1
Practice for Determining Load Resistance of Glass in Buildings
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
E1602—03(2010)e1
Guide for Construction of Solid Fuel-burning Masonry Heaters
E1886—13A
Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials
E1966—15
Standard Test Method for Fire-resistive Joint Systems
202, 715.3
E1996—14a
Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes
E2072—14
Standard Specification for Photoluminescent (Phosphorescent) Safety Markings
E2174—14b
Standard Practice for On-site Inspection of Installed Fire Stops
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
E2353—14
Standard Test Methods for Performance of Glazing in Permanent Railing Systems, Guards and Balustrades
E2393—10a(2015)
Standard Practice for On-site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers
E2404—15a
Practice for Specimen Preparation and Mounting of Textile, Paper or Polymeric (Including Vinyl) and Wood Wall or Ceiling Coverings, Facing and Veneers to Assess Surface Burning Characteristics
E2556/E2556M—10
Standard Specification for Vapor Permeable Flexible Sheet Water-resistive Barriers Intended for Mechanical Attachment
E2568—09e1
Standard Specification for PB Exterior Insulation and Finish Systems
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
E2632/E2632M—13
Standard Test Method for Evaluating the Under-Deck Fire Test Response of Deck Materials
709A.3, 709A.4, 709A.4.1, 709A.5
E2634—11(2015)
Standard Specification for Flat Wall Insulating Concrete Form (ICF) Systems
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
E2726/E2726—12a
Standard Test Method for Evaluating the Fire-Test-Response of Deck Structures to Burning Brands
709A.3, 709A.4, 709A.4.2
E2751/E2751M—13
Practice for Design and Performance of Supported Laminated Glass Walkways
E3121—17
[OSHPD] Standard Test Methods for Field Testing of Anchors in Concrete or Masonry
F547—06(2012)
Terminology of Nails for Use with Wood and Wood-base Materials
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
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
F2090—17
Specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release Mechanisms
F2200—14
Standard Specification for Automated Vehicular Gate Construction
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 20175
AWC WCD No. 4—2003
Wood Construction Data—Plank and Beam Framing for Residential Buildings
ANSI/AWC WFCM—2018
Wood Frame Construction Manual for One- and Two-Family Dwellings
ANSI/AWC NDS—2018
National Design Specification (NDS) for Wood Construction—with 2018 NDS Supplement
AWC STJR—2015
Span Tables for Joists and Rafters
ANSI/AWC PWF—2015
Permanent Wood Foundation Design Specification
ANSI/AWC SDPWS—2015
Special Design Provisions for Wind and Seismic
AWCI
Association of the Wall and Ceiling Industry
513 West Broad Street, Suite 210
Falls Church, VA 22046
12-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 35236-1784
C1—03
All Timber Products—Preservative Treatment by Pressure Processes
M4—16
Standard for the Care of Preservative-treated Wood Products
U1—17
USE CATEGORY SYSTEM: User Specification for Treated Wood Except Commodity Specification H
AWS
American Welding Society
8669 NW 36 Street, #130
Miami, FL 33166
D1.1/D1.1M—15
Structural Welding Code—Steel
D1.2/D1.2M—15
Structural Welding Code—Aluminum
D1.3/D1.3M—08
Structural Welding Code—Sheet Steel
D1.4/D1.4M—2011
Structural Welding Code—Reinforcing Steel Including Metal Inserts and Connections In Reinforced Concrete Construction
D1.8/D1.8M—2016
Structural Welding Code — Seismic Supplement
QC1—2016
Specification for AWS Certification of Welding Inspectors
BHMA
Builders Hardware Manufacturers' Association
355 Lexington Avenue, 15th Floor
New York, NY 10017-6603
A 156.10—2011
Power Operated Pedestrian Doors
A 156.19—2013
Standard for Power Assist and Low Energy Power Operated Doors
A 156.27—2011
Power and Manual Operated Revolving Pedestrian Doors
A 156.38—2014
Low Energy Power Operated Sliding and Folding Doors
CEN
European Committee for Standardization (CEN)
Central Secretariat
Rue de Stassart 36
B-10 50 Brussels
EN 1081—98
Resilient Floor Coverings—Determination of the Electrical Resistance
BS EN 15250—2007
Slow Heat Release Appliances Fired by Solid Fuel Requirements and Test Methods
CPA
Composite Panel Association
19465 Deerfield Avenue, Suite 306
Leesburg, VA 20176
ANSI A135.4—2012
Basic Hardboard
ANSI A135.5—2012
Prefinished Hardboard Paneling
ANSI A135.6—2012
Engineered Wood Siding
CPSC
Consumer Product Safety Commission
4330 East/West Highway
Bethesda, MD 20814
16 CFR Part 1201 (2002)
Safety Standard for Architectural Glazing Material
16 CFR Part 1209 (2002)
Interim Safety Standard for Cellulose Insulation
16 CFR Part 1404 (2002)
Cellulose Insulation
16 CFR Part 1500 (2009)
Hazardous Substances and Articles; Administration and Enforcement Regulations
202
16 CFR Part 1500.44 (2009)
Method for Determining Extremely Flammable and Flammable Solids
202
16 CFR Part 1507 (2002)
Fireworks Devices
202
16 CFR Part 1630 (2007)
Standard for the Surface Flammability of Carpets and Rugs
CSA
Canadian Standards Association
8501 East Pleasant Valley Road
Cleveland, OH 44131-5516
AAMA/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 98295-1178
CSSB—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
1300 Sumner Avenue
Cleveland, OH 44115-2851
ANSI/DASMA 103—2017
Standard for Counterbalance Systems on Residential Sectional Garage Doors
ANSI/DASMA 107—2017
Room Fire Test Standard for Garage Doors Using Foam Plastic Insulation
ANSI/DASMA 108—2017
Standard Method for Testing Sectional Garage Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Uniform Static Air Pressure Difference
ANSI/DASMA 115—2016
Standard Method for Testing Sectional Garage Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Missile Impact and Cyclic Wind Pressure
DOC
U.S. Department of Commerce
National Institute of Standards and Technology
1401 Constitution Avenue NW
Washington, DC 20230
PS 2—10
Performance Standard for Wood-based Structural-use Panels
PS 20—05
American Softwood Lumber Standard
DOL
U.S. Department of Labor
Occupational Safety and Health Administration
c/o Superintendent of Documents
U.S. Government Printing Office
Washington, DC 20402-9325
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 20590
49 CFR Parts 100—185—2015
202
49 CFR Parts 173.137—(2009)
Shippers—General Requirements for Shipments and Packaging—Class 8—Assignment of Packing Group
202
49 CFR Parts 173—178—2015
Specification of Transportation of Explosive and Other Dangerous Articles, UN 0335, UN 0336 Shipping Containers
202
FEMA
Federal Emergency Management Agency
Federal Center Plaza
500 C Street S.W.
Washington, DC 20472
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 02062
FM 1950—2016
American National Standard for Seismic Sway Braces for Pipe, Tubing and Conduit
3260—00
Radiant Energy-Sensing Fire Detectors for Automatic Fire Alarm Signaling.
3011—99
Approval Standard for Central Station Service for Fire Alarm and Protective Equipment Supervision
FM 4430—12
Approved Standard for Smoke and Heat Vents
4430—80
Acceptance Criteria for Smoke and Heat Vents
4430—2012
Approval Standard for Heat and Smoke Vents
4450—(1989)
Approval Standard for Class 1 Insulated Steel Deck Roofs—with Supplements through July 1992
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
Approval Standard for Class 1 Fire Rating of Building Panels or Interior Finish Materials
GA
Gypsum Association
6525 Belcrest Road, Suite 480
Hyattsville, MD 20782
GA 216—2016
Application and Finishing of Gypsum Panel Products
GA 600—2015
Fire-resistance Design Manual, 21st Edition
HPVA
Hardwood Plywood & Veneer Association
1825 Michael Faraday Drive
Reston, VA 20190
ANSI/HPVA HP-1—2016
American National Standard for Hardwood and Decorative Plywood
ICC
International Code Council, Inc.
500 New Jersey Ave NW
6th Floor
Washington, DC 20001
ICC 400—17
Standard on Design and Construction of Log Structures
2302.2
ICC 500—14
ICC/NSSA Standard on the Design and Construction of Storm Shelters
ICC 600—14
Standard for Residential Construction in High-wind Regions
ICC 900/SRCC 300—2015
Solar Thermal System Standard
ICC 901/SRCC 100—2015
Solar Thermal Collector Standard
ICC-ES AC 01—18*
Acceptance Criteria for Expansion Anchors in Masonry Elements
ICC-ES AC 58—18*
Acceptance Criteria for Adhesive Anchors in Masonry Elements
ICC-ES AC 70—18*
Acceptance Criteria for Fasteners Power-Driven into Concrete, Steel and Masonry Elements
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*
Acceptance Criteria for Mechanical Anchors in Concrete Elements
ICC-ES AC 232—18*
Acceptance Criteria for Anchor Channels in Concrete Elements
ICC-ES AC 308—18*
Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements
ICC-ES AC 331
Acceptance Criteria for Smoke and Heat Vents
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, Switzerland
ISO 8115—86
Cotton Bales—Dimensions and Density
ISO 8336—09
Fiber-cement Flat Sheets—Product Specification and Test Methods
ISO 9001—15
Quality Management Systems - Requirements
MHI
Material Handling Institute
8720 Red Oak Blvd. Suite 201
Charlotte, NC 28217
ANSI MH29.1—08
Safety Requirements for Industrial Scissors Lifts
NAAMM
National Association of Architectural Metal Manufacturers
800 Roosevelt Road, Bldg. C, Suite 312
Glen Ellyn, IL 60137
FP 1001—17
Guide Specifications for Design of Metal Flag Poles
NCMA
National Concrete Masonry Association
13750 Sunrise Valley
Herndon, VA 22071-4662
TEK 5—84(1996)
NFPA
National Fire Protection Association
1 Batterymarch Park
Quincy, MA 02169-7471
10—18
Standard for Portable Fire Extinguishers
11—16
Standard for Low Expansion Foam
904.7, 3109F
12A—15
Standard on Halon 1301 Fire Extinguishing Systems
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: 
  1. The elevator machine room, machinery space, control room, control space, or hoistway of traction elevator is dedicated to
    elevator equipment only.
  2. The elevator machinery space, control room, control space, or hoistway of traction elevators is separated from the remainder of
    the building by walls and floor/ceiling or roof/ceiling assemblies having a fire-resistance rating of not less than that specified by the applicable building code.
  3. No materials unrelated to elevator equipment are permitted to be stored in elevator machine rooms, machinery spaces, control
    rooms, control spaces, or hoistways of traction elevators.
  4. The elevator machinery is not of the hydraulic type.

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:
  1. Combustible concealed spaces filled entirely with noncombustible insulation.
  2. Light or ordinary hazard occupancies where noncombustible or limited-combustible ceilings are directly attached to the bottom of solid wood joists so as to create enclosed joist spaces 160 ft3 (4.5 m3) or less in volume, including space below insulation that is laid directly on top or within the ceiling joists in an otherwise sprinklered attic [See 11.2.3.1.5.2(9)].
  3. Concealed spaces over isolated small roofs, or canopies not exceeding 55 ft2 (5.1 m2).
Delete language to section 8.15.7.4 and reserve section number.
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:
  1. Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage.
  2. Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.
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:
  1. Where allowed in accordance with Section 10.4.3.2.
  2. Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing agency.
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:
  1. Wet pipe system
  2. Light hazard occupancy
  3. 20 ft (6.1 m) maximum ceiling height
  4. There are no unprotected ceiling pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft2 (3 m2)


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:
  1. Notify the authority having jurisdiction and the property owner or property owner's authorized representative of the time and date testing will be performed.
  2. Perform all required testing (see Section 25.2).
  3. Complete and sign the appropriate contractor's material and test certificate(s) (see Figure 25.1).
  4. Remove all caps and straps prior to placing the sprinkler system in service.
  5. Upon system acceptance by the authority having jurisdiction a label prescribed by Title 19 California Code of Regulations, Chapter 5 shall be affixed to each system riser.
Revise Section 25.4 as follows:

25.4 Instructions. The installing contractor shall provide the property owner or the property owner's authorized representative with the following:
  1. All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed.
  2. NFPA 25, Standard for the Inspection, testing, and maintenance of Water-Based Fire Protection Systems, 2013 California Edition.
  3. Title 19, California Code of Regulations, Chapter 5, "Fire Extinguishing Systems."
Revise Section 25.5.1 as follows:

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:
  1. Location of the design area or areas
  2. Discharge densities over the design area or areas
  3. Required flow and pressure of the system at the base of the riser.
  4. Occupancy classification or commodity classification and maximum permitted storage height and configuration
  5. Hose stream allowance included in addition to the sprinkler demand
  6. The name of the installing contractor
  7. Required flow and pressure of the system at the water supply source.
  8. Required flow and pressure of the system at the discharge side of the fire pump where a fire pump is installed.
  9. Type or types and number of sprinklers or nozzles installed including the orifice size, temperature rating, orientation, K-Factor, sprinkler identification number (SIN) for sprinkler heads when applicable, and response type.
  10. The minimum discharge flow rate and pressure required from the hydraulically most demanding sprinkler.
  11. The required pressure settings for pressure reducing valves.
  12. For deluge sprinkler systems, the required flow and pressure at the hydraulically most demanding sprinkler or nozzle.
  13. The protection area per sprinkler based on the hydraulic calculations.
  14. The edition of NFPA 13 to which the system was designed and installed.
Revise Section 25.6.1 as follows:

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:
  1. The water supply shall serve both domestic and fire sprinkler systems.
    1. A test connection shall be provided downstream of the pump that creates a flow of water equal to the smallest sprinkler on the system. The connection shall return water to the tank.
    2. Any disconnecting means for the pump shall be approved.
    3. A method for refilling the tank shall be piped to the tank.
    4. A method of seeing the water level in the tank shall be provided without having to open the tank.
    5. The pump shall not be permitted to sit directly on the floor.
  2. A stand-alone tank is permitted if the following conditions are met:
    1. The pump shall be connected to a 220-volt circuit breaker shared with a common household appliance (e.g., range, oven, dryer),
    2. The pump shall be a stainless steel 240-volt pump,
    3. A valve shall be provided to exercise the pump. The discharge of the exercise valve shall drain to the tank, and
    4. A sign shall be provided stating: "Valve must be opened monthly for 5 minutes."
    5. A means for automatically refilling the tank level, so that the tank capacity will meet the required water supply duration in minutes, shall be provided.
    6. A test connection shall be provided downstream of the pump that creates a flow of water equal to the smallest sprinkler on the system. The connection shall return water to the tank.
    7. Any disconnecting means for the pump shall be approved.
    8. A method for refilling the tank shall be piped to the tank.
    9. A method of seeing the water level in the tank shall be provided without having to open the tank.
    10. The pump shall not be permitted to sit directly on the floor.
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:
  1. Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage.
  2. Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.

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:
  1. Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage.
  2. Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.
Revise Section 11.4 as follows:

11.4 Instructions.


The installing contractor shall provide the property owner or the property owner's authorized representative with the following:
  1. All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed.
  2. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems 2013 California Edition and Title 19, California Code of Regulations, Chapter 5.
  3. Once the system is accepted by the authority having jurisdiction a label as prescribed by Title 19, California Code of Regulations, Chapter 5, shall be affixed to each system riser.

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:
  1. Where a building has a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by:
    1. a central station, proprietary, or remote supervising station, or
    2. a local signaling service that initiates an audible signal at a constantly attended location.
  2. Where a building does not have a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by:
    1. Locking the valves in the open position, or
    2. Sealing of valves and an approved weekly recorded inspection where valves are located within fenced enclosures under the control of the owner.

16—15
Standard for the Installation of Foam-water Sprinkler and Foam-water Spray Systems
17—17
Standard for Dry Chemical Extinguishing Systems
17A—17
Standard for Wet Chemical Extinguishing Systems
20—16
Standard for the Installation of Stationary Pumps for Fire Protection
24—16 Installation of Private Fire Service Mains and Their Appurtenances, as amended*                     3109F
  *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:
  1. Where allowed in accordance with 10.4.3.2.
  2. Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing agency.
Revise Section 10.9.1 as follows:

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.
25—13CA California NFPA 25 Edition (Based on the 2011 Edition) Inspection, Testing and Maintenance of Water-based Fire Protection Systems Chapter 31F, 3108F

30—18
Flammable and Combustible Liquids Code
30A—18
Code for Motor Fuel Dispensing Facilities and Repair Garages
31—16
Standard for the Installation of Oil-burning Equipment
32—16 Standard for Dry Cleaning Plants, as amended* 415.9.3, 2101.1.1
  *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.
37—15 Installation and Use of Stationary Combustion Engines and Gas Turbines  

40—16
Standard for the Storage and Handling of Cellulose Nitrate Film
54—15
National Fuel Gas Code
58—17
Liquefied Petroleum Gas Code
61—17
Standard for the Prevention of Fires and Dust Explosions in Agricultural and Food Product Facilities

68—13
Standard on Explosion Protection by Deflagration Venting

70—17
National Electrical Code
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
  *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:
  1. For a distance not to exceed 10 ft (3.0 m) where the outgoing and return conductors enter or exit the initiating device, notification appliance, or control unit enclosures.
  2. Single drops installed in the raceway to individual devices or appliances.
  3. *In a single room not exceeding 1000 ft2 (93 m2) in area, a drop installed in the raceway to multiple devices or appliances that does not include any emergency control function devices.
  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 14.4.6.1 as follows:

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:
  1. The alarm verification feature is not initially enabled unless conditions or occupant activities that are expected to cause nuisance alarms are anticipated in the area that is protected by the smoke detectors. Enabling of the alarm verification feature shall be protected by password or limited access.
  2. A smoke detector that is continuously subjected to a smoke concentration above alarm threshold does not delay the system functions of Sections 10.7 through 10.16, 23.8.1.1, or 21.2.1 by more than 30 seconds.
  3. Actuation of an alarm-initiating device other than a smoke detector causes the system functions of Sections 10.7 through 10.16, 23.8.1.1, or 21.2.1 without additional delay.
  4. The current status of the alarm verification feature is shown on the record of completion (see Figure 7.8.2(a), Item 4.3).
  5. Operation of a patient room smoke detector in I-2 and R-2.1 occupancies shall not include an alarm verification feature.
Revise Section 29.3.1 as follows:

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:
  1. Smoke alarms and smoke detectors shall not be located where ambient conditions, including humidity and temperature, are outside the limits specified by the manufacturer's published instructions.
  2. Smoke alarms and smoke detectors shall not be located within unfinished attics or garages or in other spaces where temperatures can fall below 40°F (4°C) or exceed 100°F (38°C).
  3. Where the mounting surface could become considerably warmer or cooler than the room, such as a poorly insulated ceiling below an unfinished attic or an exterior wall, smoke alarms and smoke detectors shall be mounted on an inside wall.
  4. Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance.

    Exceptions: Ionization smoke alarms with an alarm silencing switch or photoelectric smoke alarms shall be permitted to be installed 10 feet (3 m) or greater from a permanently installed cooking appliance.

    Photoelectric smoke alarms shall be permitted to be installed greater than 6 feet (1.8 m) from a permanently installed cooking appliance where the kitchen or cooking area and adjacent spaces have no clear interior partitions and the 10 ft distances would prohibit the placement of a smoke alarm or smoke detector required by other sections of the code.

    Smoke alarms listed for use in close proximity to a permanently installed cooking appliance.
  5. Effective January 1, 2016, smoke alarms and smoke detectors used in household fire alarm systems installed between 6 ft (1.8 m) and 20 ft (6.1 m) along a horizontal flow path from a stationary or fixed cooking appliance shall be listed for resistance to common nuisance sources from cooking.
  6. Installation near bathrooms. Smoke alarms shall be installed not less than a 3-foot (0.91 m) horizontal distance from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by other sections of the code.
  7. Smoke alarms and smoke detectors shall not be installed within a 36 in. (910 mm) horizontal path from the supply registers of a forced air heating or cooling system and shall be installed outside of the direct airflow from those registers.
  8. Smoke alarms and smoke detectors shall not be installed within a 36 in. (910 mm) horizontal path from the tip of the blade of a ceiling-suspended (paddle) fan.
  9. Where stairs lead to other occupied levels, a smoke alarm or smoke detector shall be located so that smoke rising in the stairway cannot be prevented from reaching the smoke alarm or smoke detector by an intervening door or obstruction.
  10. For stairways leading up from a basement, smoke alarms or smoke detectors shall be located on the basement ceiling near the entry to the stairs.
  11. For tray-shaped ceilings (coffered ceilings), smoke alarms and smoke detectors shall be installed on the highest portion of the ceiling or on the sloped portion of the ceiling within 12 in. (300 mm) vertically down from the highest point.
  12. Smoke alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.7.3.2.4 of NFPA 72.
  13. Heat alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.6.3 of NFPA 72.
82—14
Standard on Incinerators and Waste and Linen Handling Systems and Equipment
85—15
Boiler and Combustion System Hazards Code
92—15
Standard for Smoke Control Systems
99—18
Health Care Facilities Code
101—18
Life Safety Code
105—16
Standard for Smoke Door Assemblies and Other Opening Protectives
110—16
Standard for Emergency and Standby Power Systems
2702.1.3, 3111F
111—13
Standard on Stored Electrical Energy Emergency and Standby Power Systems
2702.1.3, 3111F
120—15
Standard for Fire Prevention and Control in Coal Mines
130—14 Standard for Fixed Guideway Transit and Passenger Rail Systems 443
  *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:
  1. Ticket/pass booths not exceeding 150 square feet (13.9 m2) in area.
  2. Mechanical and electrical spaces typically not used for human occupancy and necessary for the operation of a fixed guideway transit system. Such spaces shall be limited to two per level.
  3. Restrooms not exceeding 150 square feet (13.9 m2) in area. A maximum of four restrooms are permitted per level.
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:

5.2.4.3.1 The following areas shall be separated by a two-hour fire barrier:
  1. Electrical control rooms, auxiliary electrical rooms and associated battery rooms
  2. Trash rooms
  3. Train control rooms and associated battery rooms
  4. Fan rooms
  5. Emergency generator rooms
Amend Section 5.2.4.5 to read as follows:

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.
  1. The train load shall consider only one train at any one track.
  2. The basis for calculating train and entraining loads shall be the peak period ridership figures as projected for design of a new system or as updated for an operating system.
  3. Exiting shall be provided for occupant loads recalculated upon increase in service and/ or every five years.
Amend Section 5.3.3.5 to read as follows:

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:
  1. *A means of egress used as a public circulation route shall be permitted to provide more than 50 percent of the required egress capacity from a station platform or other location.
  2. Means of egress from separate platforms shall be permitted to converge.
  3. Where means of egress routes from separate platforms converge, the subsequent capacity of the egress route shall be sufficient to maintain the required evacuation time from the incident platform.
  4. Enclosed station platforms shall have a minimum of one exit within 2.5 times the least width of the enclosed station platform up to a maximum of 50 feet (insert mm) from each end.
  5. Routes from platform ends into the underground guideway shall not be considered as exits for calculating exiting requirements.
Amend Section 5.3.11.1 to read 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.

170—18
Standard for Fire Safety and Emergency Symbols
211—16
Standard for Chimneys, Fireplaces, Vents and Solid Fuel-burning Appliances
221—18
Standard for High Challenge Fire Walls, Fire Walls and Fire Barrier Walls
252—17
Standard Methods of Fire Tests of Door Assemblies
253—15
Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
257—17
Standard for Fire Test for Window and Glass Block Assemblies
259—18
Standard Test Method for Potential Heat of Building Materials
265—15
Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Wall Coverings on Full Height Panels and Walls
268—17
Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source
275—17
Standard Method of Fire Tests for the Evaluation of Thermal Barriers
276—15
Standard Method of Fire Tests for Determining the Heat Release Rate of Roofing Assemblies with Combustible Above-deck Roofing Components
285—17
Standard Fire Test Method for the Evaluation of Fire Propagation Characteristics of Exterior Nonload-bearing Wall Assemblies Containing Combustible Components
286—15
Standard Methods of Fire Test for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth
288—17
Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal in Fire-resistance-rated Floor Systems
289—18
Standard Method of Fire Test for Individual Fuel Packages
409—16
Standard for Aircraft Hangars
418—16
Standard for Heliports
484—18
Standard for Combustible Metals
502—14
Standard for Road Tunnels, Bridges, and Other Limited Access Highways
429
652—16
Standard on the Fundamentals of Combustible Dust
654—17
Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids
655—17
Standard for the Prevention of Sulfur Fires and Explosions
664—17
Standard for the Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities
701—15
Standard Methods of Fire Tests for Flame Propagation of Textiles and Films
704—17
Standard System for the Identification of the Hazards of Materials for Emergency Response
202, 415.5.2
720—15
Standard for the Installation of Carbon Monoxide (CO) Detection and Warning Equipment
915.4.1, 915.6, 915.7
750—15
Standard on Water Mist Fire Protection Systems
1124—17
Code for the Manufacture, Transportation and Storage and Retail Sales of Fireworks and Pyrotechnic Articles
2001—15 Standard on Clean Agent Fire Extinguishing Systems, as amended* 904.10
 
*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.

2010—15
Standard for Fixed Aerosol Fire-extinguishing Systems
PCI
Precast Prestressed Concrete Institute
200 West Adams Street, Suite 2100
Chicago, IL 60606-6938
MNL 124—11
Design for Fire Resistance of Precast Prestressed Concrete
MNL 128—01
Recommended Practice for Glass Fiber Reinforced Concrete Panels
MNL 120—17
PCI Design Handbook 8th Edition
PTI
Post-Tensioning Institute
38800 Country Club Drive
Farmington Hills, MI 48331
PTI 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
PTI DC—10.5-12
Standard Requirements for Design and Analysis of Shallow Concrete Foundations on Expansive Soils
RMI
Rack Manufacturers Institute
8720 Red Oak Boulevard, Suite 201
Charlotte, NC 28217
ANSI/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 53719
ANSI/FS 100-12
Standard Requirements for Wind Pressure Resistance of Foam Plastic Insulating Sheathing Used in Exterior Wall Covering Assemblies
SDI
Steel Deck Institute
2661 Clearview Road #3
Allison Park, PA 15101
SDI NC—2017
Standard for Noncomposite Steel Floor Deck
SDI RD—2017
Standard for Steel Roof Deck
SDI-C—2017
Standard for Composite Steel Floor Deck—Slabs
SDI-QA/QC—2017
Standard for Quality Control and Quality Assurance for Installation of Steel Deck
SFM
State of California
Department of Forestry and Fire Protection
Office of the State Fire Marshal
P.O. Box 944246
Sacramento, CA 94246-2460
12-3
Releasing Systems for Security Bars in Dwellings
12-7-3
Fire-testing Furnaces
NA
12-7A-1
Exterior Wall Siding and Sheathing
703A.7, 707A.2
12-7A-2
Exterior Window
703A.7, 708A.2.1
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
12-8-100
Room Fire Tests for Wall and Ceiling Materials
NA
12-10-1
Power Operated Exit Doors
NA
12-10-2
Single Point Latching or Locking Devices
NA
12-10-3
Emergency Exit and Panic Hardware
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
Steel Joist Institute
234 W. Cheves Street
Florence, SC 29501
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
1604.3.3, 2203.2, 2207.1
SJI 200—15
Standard Specification for Composite Steel Joists, CJ-Series
1604.3.3, 2203.2, 2207.1
SPRI
Single-Ply Roofing Institute
465 Waverly Oaks Road, Suite 421
Waltham, MA 02452
ANSI/SPRI/FM 4435-ES-1—11
Wind Test Design Standard for Edge Systems Used with Low Slope Roofing Systems
ANSI/SPRI RP-4—13
Wind Design Guide for Ballasted Single-ply Roofing Systems
ANSI/SPRI VF1—10
External Fire Design Standard for Vegetative Roofs
SRCC
Solar Rating & Certification Corporation
3060 Saturn Street, Suite 100
Brea, CA 92821
ICC 900/SRCC 300—2015
Solar Thermal System Standard
ICC 901/SRCC 100—2015
Solar Thermal Collector Standard
TIA
Telecommunications Industry Association
1320 N. Courthouse Road #200
Arlington, VA 22201-3834
222-H—2016
Structural Standards for Antenna Supporting Structures and Antennas
TMS
The Masonry Society
105 South Sunset Street, Suite Q
Longmont CO80501
216—2013
Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies
302—2012
Standard Method for Determining the Sound Transmission Class Rating for Masonry Walls
403—2017
Direct Design Handbook for Masonry Structures
404—2016
Standard for the Design of Architectural Cast Stone
2102.2
504—2016
Standard for the Fabrication of Architectural Cast Stone
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
604—2016
Standard for the Installation of Architectural Cast Stone
TPI
Truss Plate Institute
218 N. Lee Street, Suite 312
Alexandria, VA 22314
TPI 1—2014
National Design Standard for Metal-plate-connected Wood Truss Construction
UBC
International Code Council, Inc.
500 New Jersey Avenue, NW 6th Floor
Washington, DC 20001
UBC Standard 15-2
Test Standard for Determining the Fire Retardancy of Roof-Covering Materials
UBC Standard 15-3
Wood Shakes
UBC Standard 15-4
Wood Shingles
UL
UL LLC
333 Pfingsten Road
Northbrook IL60062-2096
9—2009
Fire Tests of Window Assemblies—with Revisions through February 2015
10A—2009
Tin Clad Fire Doors—with Revisions through December 2013
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.*  
  *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.

55A—04
103—2010
Factory-built Chimneys, for Residential Type and Building Heating Appliances—with Revisions through July 2012
127—2011
Factory-built Fireplaces—with Revisions through May 2015
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
217—06
Single and Multiple Station Smoke Alarms—with Revisions through October 2015
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
268A—09
Smoke Detectors for Duct Application—with Revisions through October 22, 2003
294—1999
Access Control System Units—with Revisions through February 2015
300—05(R2010)
Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment—with Revisions through December 2014
300A—06
Outline of Investigation for Extinguishing System Units for Residential Range Top Cooking Surfaces
305—2012
Panic Hardware—with Revisions through August 2014
312—04
Check Valves for Fire-Protection Service
325—02
Door, Drapery, Gate, Louver and Window Operations and Systems—with Revisions through May 2015
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
555—2006
Fire Dampers—with Revisions through May 2014
555C—2006
Ceiling Dampers—with Revisions through December 2014
555S—99
Smoke Dampers—with Revisions through February 2014
580—2006
Test for Uplift Resistance of Roof Assemblies—with Revisions through October 2013
632—00
Electrically Actuated Transmitters
641—2010
Type L Low-temperature Venting Systems—with Revisions through June 2013
710B—2011
Recirculating Systems—with Revisions through August 2014
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
857—13
Busways
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).

924—06
Safety Emergency Lighting and Power Equipment—with Revisions through April 2014
1040—96
Fire Test of Insulated Wall Construction—with Revisions through October 2012
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
1482—2011
Solid-fuel Type Room Heaters—with Revisions through August 2015
1703—02
Flat-plate Photovoltaic Modules and Panels—with Revisions through October 2015
1715—97
Fire Test of Interior Finish Material—with Revisions through January 2013
1741—2010
Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources—with Revisions through January 2015
1777—2007
Chimney Liners—with Revisions through October 2015
1784—01
Air Leakage Tests of Door Assemblies—with Revisions through February 2015
1897—12
Uplift Tests for Roof Covering Systems—with Revisions through September 2015
1975—06
Fire Tests for Foamed Plastics Used for Decorative Purposes
1994—04
Luminous Egress Path Marking Systems—with Revisions through May 2015
2034—2017
Single and Multiple station Carbon Monoxide Alarms
2075—2013
Standard for Gas and Vapor Detectors and Sensors
2079—04
Tests for Fire Resistance of Building Joint Systems—with Revisions through August 2015
202, 715.3, 715.6
2196—2001
Tests for Fire Resistive Cables—with Revisions through March 2012
2200—2012
Stationary Engine Generator Assemblies—with Revisions through July 2015
2202—2009
Electric Vehicle (EV) Charging System Equipment
2594—2013
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
Underwriters Laboratories of Canada
13775 Commerce Parkway
Richmond, BC V6V 2V4
CAN/ULC S 102.2—2010
Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings and Miscellaneous Materials and Assemblies—with 2000 Revisions
USC
United States Code
c/o Superintendent of Documents
U.S. Government Printing Office
732 North Capitol Street NW
Washington, DC 20401
18 USC Part 1, Ch.40
Importation, Manufacture, Distribution and Storage of Explosive Materials
202
WCLIB
West Coast Lumber Inspection Bureau
P.O. Box 23145
Portland, OR 97281
AITC 104—03
Typical Construction Details
AITC 110—01
Standard Appearance Grades for Structural Glued Laminated Timber
AITC 111—05
Recommended Practice for Protection of Structural Glued Laminated Timber During Transit, Storage and Erection
AITC 113—10
Standard for Dimensions of Structural Glued Laminated Timber
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 20036-3309
AAMA/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
WRI/CRSI—81
Design of Slab-on-ground Foundations—with 1996 Update