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ADOPTS WITH AMENDMENTS:

International Building Code 2015 (IBC 2015)

Heads up: There are no amended sections in this chapter.
CALIFORNIA BUILDING CODE — MATRIX ADOPTION TABLE
CHAPTER 35 — REFERENCED STANDARDS
(Matrix Adoption Tables are non-regulatory, intended only as an aid to the user.
See Chapter 1 for state agency authority and building applications.)
Adopting 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 2 3 4
Adopt entire chapter X             X X X X X X                
Adopt entire chapter as amended (amended sections listed below)     X X X X                              
Adopt only those sections that are listed below             X                            
Chapter / Section                                          
A227-06 (2011)       X X                                
A229-12       X X                                
ASME A17.1/CSA B44-13     X       X                            
ASME A18.1-2008             X                            
ASME BPE-2009     X                                    
ASTM E648-04     X                                    
ASTM E662-09     X                                    
ASTM F1292-99             X                            
ASTM F1292-04             X                            
ASTM F1487-01             X                            
ASTM F1951-99             X                            
BHMA A156.10-2011             X                            
BHMA A156.19-2013             X                            
FM 3260-00     X                                    
FM3011-99     X                                    
FM4430-12     X                                    
FM4430-80     X                                    
ICC/ANSI A117.1-09                                    
ICC ES AC 331     X                                    
ICC ES AC 77     X                                    
NFPA 11-16     X                                    
NFPA 13-13     X                                    
NFPA 13D-13     X                                    
NFPA 13R-13     X                                    
NFPA 14-13     X                                    
NFPA 15-12     X                                    
NFPA 17-13     X                                    
NFPA 17A-13     X                                    
NFPA 20-13     X                                    
NFPA 22-13     X                                    
NFPA 24-16     X                                    
NFPA 25-13CA                                          
NFPA 31-11     X                                    
NFPA 37-15                                          
NFPA 52-13     X                                    
NFPA 54-15     X                                    
NFPA 61-13     X                                    
NFPA 72-16     X       X                            
NFPA 92-12     X                                    
NFPA 99-12     X                                    
NFPA 211-13     X                                    
NFPA 259-13     X                                    
NFPA 275-13     X                                    
NFPA 285-13     X                                    
NFPA 288-13     X                                    
NFPA 289-13     X                                    
NFPA 409-16     X                                    
NFPA 502-14     X                                    
NFPA 654-13     X                                    
NFPA 703-13     X                                    
NFPA 720-15       X X X                              
NFPA 1124-13     X                                    
NFPA 2001-15     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                                    
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 217-06     X                                    
UL 228-97     X                                    
UL 260-04     X                                    
UL 262-04     X                                    
UL 268A-98     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 864-03     X                                    
UL 2034-2008       X X X                              
UL 2075-2013       X X 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.


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
1525 Wilson Boulevard, Suite 600
Arlington VA 22209
Standard
reference
number
Title Referenced
in code
section number
ADM1—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
Standard
reference
number
Title Referenced
in code
section number
1402—86 AAMA/WDMA/CSA
Standard Specifications for Aluminum Siding, Soffit and Fascia
101/I.S.2/A440—08
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
ACI
American Concrete Institute
38800 Country Club Drive
Farmington Hills, MI 48331
Standard
reference
number
Title Referenced
in code
section number
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 & Commentary
355.4—11
Qualification of Post-Installed Adhesive Anchors in Concrete
440.2R-08
Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
1911A.3
503.7—07
Specification for Crack Repair by Epoxy Injection
1911A.2
506—05
Guide to Shotcrete
1908A.1, 1908A.3, 1908A.12, 1911A.2
[DSA-SS] 506.2—13
Specification for Shotcrete
1908A.1, 1908A.9
530.1—13
Specifications for Masonry Structures
AISC
American Institute of Steel Construction
One East Wacker Drive, Suite 700
Chicago, IL 60601-18021
Standard
reference
number
Title Referenced
in code
section number
341—10
Seismic Provisions for Structural Steel Buildings
358-10
Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications including Supplements No.1 & 2
2205A, 2206A.2, 2212.3, 3413A
360—10
Specification for Structural Steel Buildings
AISI
American Iron and Steel Institute
1140 Connecticut Avenue, 705
Suite 705
Washington, DC 20036
Standard
reference
number
Title Referenced
in code
section number
AISI S100—12
North American Specification for the Design of Cold-formed Steel Structural Members, 2012
1604.3.3, 1905.1.8, 2203.1, 2203.2, 1905A.1, 1913.3.8, 2210A.2, 2211A.1, 2212A.1.2
AISI S110—07/S1-09 (2012)
Standard for Seismic Design of Cold-Formed Steel Structural Systems—Special Moment Frames, 2007 with Supplement 1, dated 2009 (Reaffirmed 2012)
AISI S200—12
North American Standard for Cold-Formed Steel Framing-General Provisions
AISI S210—07(2012)
North American Standard for Cold-Formed Steel Framing-Floor and Roof System Design (Reaffirmed 2012)
AISI S211—07/S1-12(2012)
North American Standard for Cold-Formed Steel Framing-Wall Stud Design, 2007 including Supplement 1, dated 2012 (Reaffirmed 2012)
AISI S212—07(2012)
North American Standard for Cold-Formed Steel Framing-Header Design, 2007, (Reaffirmed 2012)
AISI S213—07/S1-09 (2012)
North American Standard for Cold-Formed Steel Framing-Lateral Design, with Supplement 1, dated 2009, (Reaffirmed 2012)
S214—12
North American Standard for Cold-formed Steel Framing-Truss Design, 2012
AISI S220—11
North American Standard for Cold-formed Steel Framing-Nonstructural Members
AISI S230—07/S3-12(2012)
Standard for Cold-formed Steel Framing-Prescriptive Method for One- and Two-family Dwellings, 2007, with Supplement 3, dated 2012 (Reaffirmed 2012)
ALI
Automotive Lift Institute
P.O. Box 85
Courtland, NY 13045
Standard
reference
number
Title Referenced
in code
section number
ALI ALCTV—2011
Standard for Automotive Lifts—Safety Requirements for Construction, Testing and Validation (ANSI)
3001.2
AMCA
Air Movement and Control Association International
30 West University Drive
Arlington Heights IL 60004
Standard
reference
number
Title Referenced
in code
section number
540—08
Test Method for Louvers Impacted by Wind Borne Debris
American National Standards Institute
25 West 43rd Street, Fourth Floor
New York NY 10036
Standard
reference
number
Title Referenced
in code
section number
A13.1—2007
Scheme for the Identification of Piping Systems
A108.1A—99
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—99
American National Standard Specifications for Dry-set Portland Cement Mortar
A118.3—99
American National Standard Specifications for Chemical-resistant, Water-cleanable Tile-setting and -grouting Epoxy and Water Cleanable Tile-setting Epoxy Adhesive
A118.4—99
American National Standard Specifications for Latex-Portland Cement Mortar
2103.2.3.2, 2103.3.2.4
A118.5—99
American National Standard Specifications for Chemical Resistant Furan Mortar and Grouts for Tile Installation
A118.6—99
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—99
American National Standard Specifications for Organic Adhesives for Installation of Ceramic Tile
A137.1—12
American National Standard Specifications for Ceramic Tile
202
A190.1—12
Structural Glued Laminated Timber
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
Tacoma WA 98466
Standard
reference
number
Title Referenced
in code
section number
ANSI/A 190.1—12
Structural Glued Laminated Timber
ANSI/APA PRP 210—08
Standard for Performance-Rated Engineered Wood Siding
ANSI/APA PRR 410—11
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—12
Design and Fabrication of All-plywood Beams (revised 2013)
APA PRG 320—11
Standard for Performance-Rated Cross-Laminated Timber
EWS R540—12
Builders Tips: Proper Storage and Handling of Glulam Beams
EWS S475—07
Glued Laminated Beam Design Tables
EWS S560—10
Field Notching and Drilling of Glued Laminated Timber Beams
EWS T300—07
Glulam Connection Details
EWS X440—08
Product Guide-Glulam
EWS X450—01
Glulam in Residential Construction-Western Edition
APSP
The Association of Pool & Spa Professionals
2111 Eisenhower Avenue
Alexandria VA 22314
Standard
reference
number
Title Referenced
in code
section number
ANSI/APSP 7—2013
Standard for Suction Entrapment Avoidance in Swimming Pools, Wading Pools, Spas, Hot Tubs and Catch Basins
ASABE
American Society of Agricultural and Biological Engineers
2950 Niles Road
St. Joseph MI 49085
Standard
reference
number
Title Referenced
in code
section number
EP 484.2 June 1998 (R2008)
Diaphragm Design of Metal-clad, Wood-frame Rectangular Buildings
EP 486.2 OCT 2012
Shallow-post and Pier Foundation Design
EP 559.1 W/Corr.1 AUG 2010
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
Standard
reference
number
Title Referenced
in code
section number
6—13
Specification for Masonry Structures
8—14
Standard Specification for the Design of Cold-formed Stainless Steel Structural Members
19—10
Structural Applications of Steel Cables for Buildings
2208.1, 2208.2, 2208A.1
24—14
Flood Resistant Design and Construction
1612A.4, 1612A.5, 1203.4.2, 1612.4, 1612.5, 2702.1.7, 3001.2
29—14
Standard Calculation Methods for Structural Fire Protection
32—01
Design and Construction of Frost Protected Shallow Foundations
41—13
Seismic Evaluation and Retrofit of Existing Buildings
1603A.2, 1616A.1.30, 3401.5, 3412A, 3413A, 3417.5, 3417.8, 3418.1, 3419.1, 3419.2, 3419.5, 3419.7.2, 3419.8, 3419.9, 3420.1, 3421.2.2, 3406A, 3412A, 3413A
49—12
Wind Tunnel Testing for Buildings and Other Structures
ASME
American Society of Mechanical Engineers
Three Park Avenue
New York NY 10016-5990
Standard
reference
number
Title Referenced
in code
section number
ASME/A17.1—13
CSA B44—2013
Safety Code for Elevators and Escalators
A18.1—2008
Safety Standard for Platform Lifts and Stairway Chairlifts
A90.1—09
Safety Standard for Belt Manlifts
B16.18—2012
Cast Copper Alloy Solder Joint Pressure Fittings
B16.22—2001(R2010)
Wrought Copper and Copper Alloy Solder Joint Pressure Fittings
B20.1—2009
Safety Standard for Conveyors and Related Equipment
BPE—2009
Bio-processing Equipment Standard
B31.3—2012
Process Piping
ASTM
ASTM International 100
Barr Harbor Drive
West Conshohocken PA 19428-2959
Standard
reference
number
Title Referenced
in code
section number
A6/A6M—11
Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet
A36/A36M—08
Specification for Carbon Structural Steel
A153/A153M—09
Specification for Zinc Coating (Hot-dip) on Iron and Steel Hardware
A227—06 (2011)
Standard Specification for Steel Wire, Cold-Drawn for Mechanical Springs
A229—12
Standard Specification for Steel Wire, Quenched and Tempered for Mechanical Springs
A240/A240M—13A
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—12A
Specification for Low and Intermediate Tensile Strength Carbon Steel Plates
A370—13
Standard Test Methods and Definitions for Mechanical Testing of Steel Products
A416/A416M—12A
Specification for Steel Strand, Uncoated Seven-wire for Prestressed Concrete
A463/A463M—10
Standard Specification for Steel Sheet, Aluminum-coated, by the Hot-dip Process
A572/A572M—12A
Specification for High-strength Low-alloy Columbium-Vanadium Structural Steel
A588/A588M—10
Specification for High-strength Low-alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point with Atmospheric Corrosion Resistance
A615/A615M—12
Specification for Deformed and Plain Billet-steel Bars for Concrete Reinforcement
A653/A653M—11
Specification for Steel Sheet, Zinc-coated Galvanized or Zinc-iron Alloy-coated Galvannealed by the Hot-dip Process
A690/A690M—07(2012)
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—09b
Specification for Low-alloy Steel Deformed and Plain Bars for Concrete Reinforcement
A722/A722M—12
Specification for Uncoated High-strength Steel Bar for Prestressing Concrete
A755/A755M—2011
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
Specification for Steel Sheet, 55% Aluminum-zinc Alloy-coated by the Hot-dip Process
A875/A875M—13
Standard Specification for Steel Sheet Zinc-5 percent, Aluminum Alloy-coated by the Hot-dip Process
A924/A924M—13
Standard Specification for General Requirements for Steel Sheet, Metallic-coated by the Hot-dip Process
A1064—13
Standard Specification for Carbon Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
1903A.8
B42—10
Specification for Seamless Copper Pipe, Standard Sizes
B43—09
Specification for Seamless Red Brass Pipe, Standard Sizes
B68—11
Specification for Seamless Copper Tube, Bright Annealed (Metric)
B88—09
Specification for Seamless Copper Water Tube
B101—12
Specification for Lead-coated Copper Sheet and Strip for Building Construction
B209—10
Specification for Aluminum and Aluminum Alloy Steel and Plate
B251—10
Specification for General Requirements for Wrought Seamless Copper and Copper-alloy Tube
B280—08
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(2009)
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(2010)
Specification for Gypsum
C27—98(2008)
Specification for Classification of Fireclay and High-alumina Refractory Brick
C28/C28M—10
Specification for Gypsum Plasters
C31/C31M—12
Practice for Making and Curing Concrete Test Specimens in the Field
C33/C33M—13
Specification for Concrete Aggregates
C35/C35M-1995(2009)
Specification for Inorganic Aggregates for Use in Gypsum Plaster
C55—2011
Specification for Concrete Building Brick
C59/C59M—00 (2011)
Specification for Gypsum Casting Plaster and Molding Plaster
C61/C61M—00 (2011)
Specification for Gypsum Keene's Cement
C62—13
Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale)
C67—13
Test Methods of Sampling and Testing Brick and Structural Clay Tile
721.4.1.1.1, 2109.3.1.1
C73—10
Specification for Calcium Silicate Brick (Sand-lime Brick)
C90—14
Specification for Loadbearing Concrete Masonry Units
C91—12
Specification for Masonry Cement
C94/C94M—14a
Specification for Ready-Mixed Concrete
C114—10
Standard Test Methods for Chemical Analysis of Hydraulic Cement
1903A.6, 1913.2.3
C140—13
Test Method Sampling and Testing Concrete Masonry Units and Related Units
C144—04
Standard Specification for Aggregate for Masonry Mortar
2103A.8
C150—12
Specification for Portland Cement
C172/C172M—10
Practice for Sampling Freshly Mixed Concrete
C199—84 (2011)
Test Method for Pier Test for Refractory Mortars
C206—13
Specification for Finishing Hydrated Lime
C208—12
Specification for Cellulosic Fiber Insulating Board
C216—13
Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
C270—14a
Specification for Mortar for Unit Masonry
2103.3.2.4, 2105A.3
C315—07(2011)
Specification for Clay Flue Liners and Chimney Pots
C317/C317M—00(2010)
Specification for Gypsum Concrete
C330/C330M—2009
Specification for Lightweight Aggregates for Structural Concrete
202
C331/C331M—2010
C406/C406M—2010
Specification for Roofing Slate
C472—99 (2009)
Specification for Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete
C473—12
Test Method for Physical Testing of Gypsum Panel Products
C474—13
Test Methods for Joint Treatment Materials for Gypsum Board Construction
C475/C475M—12
Specification for Joint Compound and Joint Tape for Finishing Gypsum Board
C514—04(2009)e1
Specification for Nails for the Application of Gypsum Board
C516—08
Specifications for Vermiculite Loose Fill Thermal Insulation
C547—12
Specification for Mineral Fiber Pipe Insulation
C549—06(2012)
Specification for Perlite Loose Fill Insulation
C552—12b
Standard Specification for Cellular Glass Thermal Insulation
C557—03(2009)e01
Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing
C578—12b
Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation
C587—04(2009)
Specification for Gypsum Veneer Plaster
C595—13
Specification for Blended Hydraulic Cements
C618—12a
Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
1909.2.4, 1910A.1
C631—09
Specification for Bonding Compounds for Interior Gypsum Plastering
C635/C635M—13a
Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings
C636/C636M—13
Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels
C645—13
Specification for Nonstructural Steel Framing Members
C652—13
Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale)
C726—12
Standard Specification for Mineral Roof Insulation Board
C728—05(2013)
Standard Specification for Perlite Thermal Insulation Board
C744—11
Specification for Prefaced Concrete and Calcium Silicate Masonry Units
C754—11
Specification for Installation of Steel Framing Members to Receive Screw-attached Gypsum Panel Products
C780—14
Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry
2105A.3
C836/C836M—12
Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course
C840—11
Specification for Application and Finishing of Gypsum Board
C841—03(2008)E1
Specification for Installation of Interior Lathing and Furring
C842—05(2010)E1
Specification for Application of Interior Gypsum Plaster
C843—99 (2012)
Specification for Application of Gypsum Veneer Plaster
C844—04(2010)
Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster
C847—12
Specification for Metal Lath
C887—05(2010)
Specification for Packaged, Dry Combined Materials for Surface Bonding Mortar
C897—05(2009)
Specification for Aggregate for Job-Mixed Portland Cement-based Plaster
C920—11
Standard for Specification for Elastomeric Joint Sealants
C926—13
Specification for Application of Portland Cement-based Plaster
C932—06(2013)
Specification for Surface-applied Bonding Compounds for Exterior Plastering
C933—13
Specification for Welded Wire Lath
C946—10
Specification for Construction of Dry-stacked, Surface-bonded Walls
C954—11
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
C955—11C
Standard Specification for Load-bearing Transverse and Axial Steel Studs, Runners Tracks, and Bracing or Bridging, for Screw Application of Gypsum Panel Products and Metal Plaster Bases
C956—04(2010)
Specification for Installation of Cast-in-place Reinforced Gypsum Concrete
C957—10
Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane with Integral Wearing Surface
C989—13
Standard Specification for Slag Cement for Use in Concrete and Mortars
1910A.1, 1909.2.4
C1002—07
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
Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories
C1019—13
Test Method of Sampling and Testing Grout
2105A.3, 2114.6.1
C1029—13
Specification for Spray-applied Rigid Cellular Polyurethane Thermal Insulation
C1032—06(2011)
Specification for Woven Wire Plaster Base
C1047—10A
Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base
C1063—12D
Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster
C1088—13
Specification for Thin Veneer Brick Units Made from Clay or Shale
C1157/C1157M—11
Standard Performance Specification for Hydraulic Cement
C1167—11
Specification for Clay Roof Tiles
C1177/C 1177M—08
Specification for Glass Mat Gypsum Substrate for Use as Sheathing
C1178/C 1178M—11
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—10
Specification for Firebox Brick for Residential Fireplaces
2111.6, 2111.9, C 1278
C1278M—07a(2011)
Specification for Fiber-reinforced Gypsum Panels
C1280—13
Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing
C1283—11
Practice for Installing Clay Flue Lining
C1288—99(2010)
Standard Specification for Discrete Nonasbestos Fiber-cement Interior Substrate Sheets
C1289—13E1
Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board
C1313/C 1313M—12
Standard Specification for Sheet Radiant Barriers for Building Construction Applications
C1325—08b
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
C1386—07
Specification for Precast Autoclaved Aerated Concrete (AAC) Wall Construction Units
202
C1392—00(2014)
Standard Guide for Evaluating Failure of Structural Sealant Glazing
C1394—03(2012)
Standard Guide for In-Situ Structural Silicone Glazing Evaluation
C1396M/C1396M—13
Specification for Gypsum Board
C1401—14
Standard Guide for Structural Sealant Glazing
C1586—05(2011)
Standard Guide for Quality Assurance of Mortars
2105A.3
C1629M—06(2011)
Standard Classification for Abuse-resistant Nondecorated Interior Gypsum Panel Products and Fiber-reinforced Cement Panels
C1658/C1658M—12
Standard Specification for Glass Mat Gypsum Panels
D25—12
Specification for Round Timber Piles
D41—05
Specification for Asphalt Primer Used in Roofing, Dampproofing and Waterproofing
D43—00 (2006)
Specification for Coal Tar Primer Used in Roofing, Dampproofing and Waterproofing
D56—05(2010)
Test Method for Flash Point By Tag Closed Tester
202
D86—2012
Test Method for Distillation of Petroleum Products at Atmospheric Pressure
202
D93—2012
Test Method for Flash Point By Pensky-Martens Closed Cup Tester
202
D225—07
Specification for Asphalt Shingles (Organic Felt) Surfaced with Mineral Granules
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—00 (2006)
Specification for Asphalt Used in Roofing
D422—63 (2007)
Test Method for Particle-size Analysis of Soils
D448—08
Standard Classification for Sizes of Aggregate for Road and Bridge Construction
D450—07
Specification for Coal-tar Pitch Used in Roofing, Dampproofing and Waterproofing
D635—10
Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position
D1143/D1143M—07e1
Test Method for Piles Under Static Axial Compressive Load
D1227—95 (2007)
Specification for Emulsified Asphalt Used as a Protective Coating for Roofing
D1557—12
Test Method 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 for Penetration Test (SPT) and Split-barrel Sampling of Soils
1813A
D1863/D1863M— 05(2011)E1
Specification for Mineral Aggregate Used on Built-up Roofs
D1929—12
Test Method for Determining Ignition Temperature of Plastics
D1970/D1970M—2013
Specification for Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection
D2178—04
Specification for Asphalt Glass Felt Used in Roofing and Waterproofing
D2487—2011
Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)
D2626/D2626M— 04(2012)E1 D2822/
Specification for Asphalt Saturated and Coated Organic Felt Base Sheet Used in Roofing
D2822M-05(2011)E1
Specification for Asphalt Roof Cement, Asbestos Containing
D2823/D2823M— 05(2011)E1
Specification for Asphalt Roof Coatings, Asbestos Containing
D2824—06(2012)E1
Standard Specification for Aluminum-Pigmented Asphalt Roof Coating, Nonfibered, Asbestos Fibered and Fibered without Asbestos
D2843—10
Test for Density of Smoke from the Burning or Decomposition of Plastics
D2859—06(2011)
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—13
Test Method for a Wind Resistance of Asphalt Shingles (Fan Induced Method)
1504.1.1, Table 1504.1.1, 1507.17.8
D3200—74 (2012)
Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles
D3201—2013
Test Method for Hygroscopic Properties of Fire-retardant-treated Wood and Wood-based Products
D3278—1996 (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—99 (2006) e01
Specification for Liquid-applied Neoprene and Chlorosulfonated Polyethylene Used in Roofing and Waterproofing
D3679—11
Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
D3689—2013E1
Test Methods for Deep Foundations Under Static Axial Tensile Load
D3737—2012
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) D3909/
Specification for Emulsified Asphalt Adhesive for Adhering Roof Insulation
D3909M—97b (2012)e1
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 Piles Under Lateral Loads
D4022/D4022M— 2007(2012)E1
Specification for Coal Tar Roof Cement, Asbestos Containing
D4272—09
Test Method for Total Energy Impact of Plastic Films by Dart Drop
D4318—10
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—13
Specification for EPDM Sheet Used in Single-ply Roof Membrane
D4829—11
Test Method for Expansion Index of Soils
D4869/D4869M—05(2011)e01
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 Piles
D4990—97a (2005) e01
Specification for Coal Tar Glass Felt Used in Roofing and Waterproofing
D5019—07a
Specification for Reinforced Nonvulcanized Polymeric Sheet Used in Roofing Membrane
D5055—13
Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-joists
D5456—13
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 the Elevated Temperatures
D5643/D5643M— 06(2012)E1
Specification for Coal Tar Roof Cement, Asbestos-free
D5664—10
Test Methods for Evaluating the Effects of Fire-retardant Treatment and Elevated Temperatures on Strength Properties of Fire-retardant-treated Lumber
D5665—99a (2006)
Specification for Thermoplastic Fabrics Used in Cold-applied Roofing and Waterproofing
D5726—98 (2005)
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
1813A
D6083—05e01
Specification for Liquid Applied Acrylic Coating Used in Roofing
D6162—2000A (2008)
Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
D6163—00 (2008)
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(2011)E1
Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements
D6298—05e1
Specification for Fiberglass Reinforced Styrene-butadiene-styrene (SBS) Modified Bituminous Sheets with a Factory Applied Metal Surface
D6305—08
Practice for Calculating Bending Strength Design Adjustment Factors for Fire-retardant-treated Plywood Roof Sheathing
D6380—03 (2009)
Standard Specification for Asphalt Roll Roofing (Organic) Felt
D6509/D6509M—09
Standard Specification for Atactic Polypropylene (APP) Modified Bituminous base Sheet Materials Using Glass Fiber Reinforcements
D6694—08
Standard Specification for Liquid-applied Silicone Coating Used in Spray Polyurethane Foam Roofing Systems
D6754/D6745M—10
Standard Specification for Ketone Ethylene Ester Based Sheet Roofing
D6757—2013
Standard Specification for Underlayment for Use with Steep Slope Roofing
D6841—08
Standard Practice for Calculating Design Value Treatment Adjustment Factors for Fire-retardant-treated Lumber
D6878/D6878M—11a
Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing
D6947—07
Standard Specification for Liquid Applied Moisture Cured Polyurethane Coating Used in Spray Polyurethane Foam Roofing System
D7032—10a
Standard Specification for Establishing Performance Ratings for Wood, Plastic Composite Deck Boards and Guardrail Systems (Guards or Rails)
D7147—05
Specification for Testing and Establishing Allowable Loads of Joist Hangers
D7158/D7158M—11
Standard Test Method for Wind Resistance of Sealed Asphalt Shingles (Uplift Force/Uplift Resistance Method)
1504.1.1, Table 1504.1.1
D7254—07
Standard Specification for polypropylene (PP) siding
D7655—12
Standard Classification for Size of Aggregate Used as Ballast for Roof Membrane Systems
D7672—2012
Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
E84—2016
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—2013
Test Method for Water Vapor Transmission of Materials
202
E108—2011
Test Methods for Fire Tests of Roof Coverings
E119—2012A
Standard Test Methods for Fire Tests of Building Construction and Materials
E136—2012
Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C
E283—04
Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows Curtain Walls, and Doors Under Specified Pressure Difference Across the Specimen
202
E330—02
Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference
E331—00 (2009)
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—14
Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions
1615.10.13, 1615A.1.16, 1616.1.16, 1616A.1.21
E605—93 (2011)
Test Method for Thickness and Density of Sprayed Fire-resistive Material (SFRM) Applied to Structural Members
E648—04
Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
E662—09
Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials
E681—2009
Test Methods for Concentration Limits of Flammability of Chemical Vapors and Gases
202
E736—00 (2011)
Test Method for Cohesion/Adhesion of Sprayed Fire-resistive Materials Applied to Structural Members
E814—2013
Test Method of Fire Tests of Through-penetration Firestops
202, 714.3.1.2, 714.3.2, 7143.4.1.1.2
E970—2010
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—2013
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—02(2010)E1
Guide for Construction of Solid Fuel-burning Masonry Heaters
E1886—05
Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missiles and Exposed to Cyclic Pressure Differentials
E1966—07A(2011)
202, 715.3
E1996—2012A
Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes
E2072—10
Standard Specification for Photoluminescent (Phosphorescent) Safety Markings
E2174—10AE1
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—2010
Standard Test Method for Determining Fire Resistance of a Perimeter Joint System Between an Exterior Wall Assembly and Floor Assembly Using the Intermediate-scale, Multistory Test Apparatus
E2393—10A
Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barrier
E2397—11
Standard Practice for Determination of Dead Loads and Live Loads Associated with Green Roof Systems
1607.12.3.1
E2404—2013E1
Standard Practice for Specimen Preparation and Mounting of Textile, Paper or Vinyl Wall or Ceiling Coverings to Assess Surface Burning Characteristics
E2556—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—07
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
E2599—11
Standard Practice for Specimen Preparation and Mounting of Reflective Insulation Materials 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
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—11
Standard Practice for Design and Performance of Supported Glass Walkways
E2886/E2886M—14
Standard Test Method for Evaluating the Ability of Exterior Vents to Resist the Entry of Embers and Direct Flame Impingement
706A.2, 706A.3
E2957—15
Standard Test Method for Resistance to Wildfire Penetration of Eaves, Soffits and Other Projections
707A.5, 707A.6, 707A.8, 707A.9
F547—(2012)
Terminology of Nails for Use with Wood and Wood-based Materials
F606—14
Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators and Rivets
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
F1951—99
Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment
F1346—91 (2010)
Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs
F1667—11AE1
Specification for Driven Fasteners: Nails, Spikes and Staples
F2006—00 (2005) 10
Standard/Safety Specification for Window Fall Prevention Devices for Nonemergency Escape (Egress) and Rescue (Ingress) Windows
F2090—10
Specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release Mechanisms
F2200—2013
Standard Specification for Automated Vehicular Gate Construction
G152—06
Practice for Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
G154—06
Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials
G155—05a
Practice for Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials
AWC
American Wood Council
222 Catoctin SE, Suite 201
Leesburg VA 20175
Standard
reference
number
Title Referenced
in code
section number
AWC WCD No. 4—2003
Wood Construction Data—Plank and Beam Framing for Residential Buildings
AWC WFCM—2015
Wood Frame Construction Manual for One- and Two-Family Dwellings
ANSI/AWC NDS—2015
National Design Specification (NDS) for Wood Construction with 2012 Supplement
AWC STJR—2015
Span Tables for Joists and Rafters
ANSI/AWC PWF—2015
Permanent Wood Foundation Design Specification
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
Standard
reference
number
Title Referenced
in code
section number
12-B—04
Technical Manual 12-B Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-resistive Materials; an Annotated Guide, Second Edition
AWPA
American Wood Protection Association
P.O. Box 361784
Birmingham AL 35236-1784
Standard
reference
number
Title Referenced
in code
section number
C1—03
All Timber Products-Preservative Treatment by Pressure Processes
M4—11
Standard for the Care of Preservative-treated Wood Products
U1—14
USE CATEGORY SYSTEM: User Specification for Treated Wood Except Section 6, Commodity Specification H
AWS
American Welding Society
550 N.W. LeJeune Road
Miami FL 33126
Standard
reference
number
Title Referenced
in code
section number
D1.1—10
Structural Welding Code—Steel
D1.3—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—09
Structural Welding Code — Seismic Supplement
1704A.3.1.4, 1705A.2.5, 2204A.1.1, 2204A.1.3, 2211.1
QC1—07
Standard for AWS Certification of Welding Inspectors
1704A.3.1.4, 1705A.2.5
BHMA
Builders Hardware Manufacturers' Association
355 Lexington Avenue, 17th Floor
New York NY 10017-6603
Standard
reference
number
Title Referenced
in code
section number
A 156.10—2011
Power Operated Pedestrian Doors
A 156.19—2013
Standard for Power Assist and Low Energy Operated Doors
A 156.27—11
Power and Manual Operated Revolving Pedestrian Doors
CEN
European Committee for Standardization (CEN)
Central Secretariat
Rue de Stassart 36
B-10 50
Brussels
Standard
reference
number
Title Referenced
in code
section number
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
CGSB
Canadian General Standards Board
Place du Portage 111, 6B1
11 Laurier Street
Gatineau Quebec, Canada KIA 1G6
Standard
reference
number
Title Referenced
in code
section number
37-GP-52M (1984)
Roofing and Waterproofing Membrane, Sheet Applied, Elastomeric
37-GP-56M (1980)
Membrane, Modified, Bituminous, Prefabricated and Reinforced for Roofing—with December 1985 Amendment
CAN/CGSB 37.54—95
Polyvinyl Chloride Roofing and Waterproofing Membrane
CPA
Composite Panel Association
19465 Deerfield Avenue, Suite 306
Leesburg VA 20176
Standard
reference
number
Title Referenced
in code
section number
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 20814-4408
Standard
reference
number
Title Referenced
in code
section number
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
5060 Spectrum Way
Mississauga Ontario Canada L4W 5N6
Standard
reference
number
Title Referenced
in code
section number
AAMA/WDMA/CSA 101/I.S.2/A440—11
Specifications for Windows, Doors and Unit Skylights
CSSB
Cedar Shake and Shingle Bureau
P.O. Box 1178
Sumas WA 98295-1178
Standard
reference
number
Title Referenced
in code
section number
CSSB—97
Grading and Packing Rules for Western Red Cedar Shakes and Western Red Shingles of the Cedar Shake and Shingle Bureau
DASMA
Door and Access Systems Manufacturers Association International
1300 Summer Avenue
Cleveland, OH 44115-2851
Standard
reference
number
Title Referenced
in code
section number
ANSI/DASMA 107—1997 (R2012)
Room Fire Test Standard for Garage Doors Using Foam Plastic Insulation
108—12
Standard Method for Testing Sectional Garage Doors and Rolling Doors: Determination of Structural Performance Under Uniform Static Air Pressure Difference
115—12
Standard Method for Testing Sectional Garage Doors and Rolling 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
Standard
reference
number
Title Referenced
in code
section number
PS-1—09
Structural Plywood
2303.1.5, 2304.7, Table 2304.7(4), Table 2304.7(5), Table 2306.2(1), Table 2306.2(2)
PS-2—10
Performance Standard for Wood-based Structural-use Panels
PS 20—05
American Softwood Lumber Standard
DOL
U.S. Department of Labor
c/o Superintendent of Documents
U.S. Government Printing Office
Washington, DC 20402-9325
Standard
reference
number
Title Referenced
in code
section number
29 CFR Part 1910.1000 (2009)
Air Contaminants
202
DOTn
U.S. Department of Transportation c/o Superintendent of Documents
1200 New Jersey Avenue, SE
Washington, DC 20402-9325
Standard
reference
number
Title Referenced
in code
section number
49 CFR Parts 100—185 2005
202
49 CFR Parts 173.137 (2009)
Shippers—General Requirements for Shipments and Packaging— Class 8—Assignment of Packing Group
202
49 CFR—1998
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
Standard
reference
number
Title Referenced
in code
section number
352—00
Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-frame Buildings
3419.2
FEMA-TB-11—01
Crawlspace Construction for Buildings Located in Special Flood Hazard Areas
FM
Factory Mutual Global Research
1301 Atwood Avenue, P.O. Box 7500
Johnston, RI 02919
Standard
reference
number
Title Referenced
in code
section number
FM 1950—16
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
4470 (2012)
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
4880-2010
Approval Standard for Class 1 Fire Rating of Insulated Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings and Exterior Wall Systems
GA
Gypsum Association
810 First Street N.E. #510
Washington, DC 20002-4268
Standard
reference
number
Title Referenced
in code
section number
GA 216—13
Application and Finishing of Gypsum Panel Products
GA 600—09
Fire-Resistance Design Manual, 20th Edition
HPVA
Hardwood Plywood Veneer Association
1825 Michael Faraday Drive
Reston VA 20190
Standard
reference
number
Title Referenced
in code
section number
HP-1—2013
Standard for Hardwood and Decorative Plywood
ICC
International Code Council, Inc.
500 New Jersey Ave, NW 6th Floor
Washington, DC 20001
Standard
reference
number
Title Referenced
in code
section number
ICC 400—12
Standard on Design and Construction of Log Structures
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-ES AC 01—15*
Acceptance Criteria for Expansion Anchors in Masonry Elements
ICC-ES AC 58—15*
Acceptance Criteria for Adhesive Anchors in Masonry Elements
ICC-ES AC 70—15*
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—15*
Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Masonry
ICC-ES AC 125—15*
Acceptance Criteria for Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Externally Bonded Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3
ICC-ES AC 156—15*
Acceptance Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components
ICC-ES AC 178—15*
Acceptance Criteria for Inspection and Verification of Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Fiber-Reinforced Polymer (FRP) Composite Systems
1911A.3
ICC-ES AC 193—15*
Acceptance Criteria for Mechanical Anchors in Concrete Elements
ICC-ES AC 232—15*
Acceptance Criteria for Anchor Channels in Concrete Elements
ICC-ES AC 308—15*
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—15*
Acceptance Criteria for Helical Foundation Systems and Devices
ICC-ES AC 446—15*
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, 2015 as a reference standard.
ISO
International Organization for Standardization
ISO Central Secretariat
1 ch, de la Voie-Creuse, Case Postale 56
CH-1211 Geneva 20
Switzerland
Standard
reference
number
Title Referenced
in code
section number
ISO 8115—86
Cotton Bales—Dimensions and Density
Table 307.1(1), Table 415.11.1.1.1
ISO 8336—09
Fiber-Cement Flat Sheets - Product Specification and Test Methods
ISO 9001—15
Quality Management Systems - Requirements
ISO 17020-12
Conformity Assessment - Requirements for the Operation of Various Types of Bodies Performing Inspection
1704A.2
ISO 17025—05
General Requirement for Competence of Testing and Calibration Laboratories
1703A.4
MHI
Material Handling Institute
8720 Red Oak Blvd. Suite 201
Charlotte NC 28217
Standard
reference
number
Title Referenced
in code
section number
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
Standard
reference
number
Title Referenced
in code
section number
FP 1001—07
Guide Specifications for Design of Metal Flag Poles
NCMA
National Concrete Masonry Association
13750 Sunrise Valley
Herndon VA 22071-4662
Standard
reference
number
Title Referenced
in code
section number
TEK 5—84 (1996)
NFPA
National Fire Protection Association
1 Batterymarch Park
Quincy MA 02169-7471
Standard
reference
number
Title Referenced
in code
section number
11—10
Low-, Medium- and High-Expansion Foam
12A—09
Standard on Halon 1301 Fire Extinguishing Systems
13—16
Installation of Sprinkler Systems, as amended*
 
*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 (0.93 m2) 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.

Add new Section 8.15.5.3 to read as follows:

8.15.5.3 Automatic sprinkler system. Automatic sprinklers shall not be required to be installed in the elevator hoistway, elevator machine room, elevator machinery space, elevator control space, or elevator control room where all the following are met:
  1. Approved smoke detectors shall be installed and connected to the building fire alarm system in accordance with Section 907 in the area where the fire sprinkler was removed per this section.
  2. Activation of any smoke detector located in the elevator hoistway, elevator machine room, elevator machinery space, elevator control space, or elevator control room shall cause the actuation of the building fire alarm notification appliances in accordance with 907.
  3. Activation of any smoke detector located in the elevator hoistway, elevator machine room, elevator machinery space, elevator control space, or elevator control room shall cause all elevators having any equipment located in that elevator hoistway, elevator machine room, elevator machinery space, elevator control space, or elevator control room to recall nonstop to the appropriate designated floor in accordance with CCR Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders.
  4. The elevator machine room, elevator machinery space, elevator control space, or elevator control room shall be enclosed with fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 712, or both. The fire-resistance rating shall not be less than the required rating of the hoistway enclosure served by the machinery. Openings in the fire barriers shall be protected with assemblies having a fire protection rating not less than that required for the hoistway enclosure doors. The exceptions to Section 3005.4 shall not apply.
  5. The building fire alarm system shall be monitored by an approved supervising station in accordance with 907.
  6. An approved sign shall be permanently displayed in the room where the fire sprinkler was removed per this section in a conspicuous location with a minimum of 11/2 inch letters on a contrasting background, stating:

    NO COMBUSTIBLE STORAGE
    PERMITTED IN THIS ROOM
    By Order of the Fire Marshal [or name of fire authority]
Add new Section 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, porte-cocheres, 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 and 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 Power-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. Power-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 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 (0.93 m2) 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.
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 permanentiy 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*
 
*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 house hold 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 may 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 to read 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 structures8.3.10.1 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
Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height as amended*
903.3.1.2, 903.3.5.1.1, 903.3.5.1.2, 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—13
Installation of Standpipe and Hose System, as amended*
 
*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 a approved weekly recorded inspection where valves are located within fenced enclosures under the control of the owner.
15—12
Water Spray Fixed Systems for Fire Protection
16—15
Standard for the Installation of Foam-water Sprinkler and Foam-water Spray Systems
17—13
Standard for Dry Chemical Extinguishing Systems
17A—13
Standard for Wet Chemical Extinguishing Systems
20—16
Installation of Stationary Pumps for Fire Protection
22—13
Water Tanks for Private Fire Protection
24—16
Installation of Private Fire Service Mains and Their Appurtenances, as amended*
 
*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, 6.6.1.4 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 shutdown 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 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 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—13 CA
California NFPA 25 Edition (Based on the 2011 Edition) Inspection, Testing and Maintenance of Water-based Fire Protection Systems
30—12
Flammable and Combustible Liquids Code
31—11
Standard for the Installation of Oil-burning Equipment
32—11
Dry Cleaning Plants, as amended*
2101.1.1, 2107.1, 2107.3
 
*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 to read 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 to read as follows:
4.4.4 Means of Egress. Means of egress shall confonn with the provisions of the California Building Code.
Revise Section 4.6.2 to read 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 to read 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 California Code of Regulations, Title 19, Division 1, Chapter 3.
Revise Section 7.3.2 to read 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—11
Standard for the Storage and Handling of Cellulose Nitrate Film
52—13
Vehicular Gaseous Fuel Systems Code
54—15
National Fuel Gas Code
58—14
Liquefied Petroleum Gas Code
61—13
Prevention of Fires and Dust Explosions in Agricultural and Food Product Facilities
70—14
National Electrical Code
108.3, 415.11.1.8, 904.3.1, 907.6.1, 909.12.2, 909.16.3, 1205.4.1, 2701.1, 2702.1.2, G501.4, G1001.6, H106.1, H106.2, K101, K111.1
72—16
National Fire Alarm and Signaling Code, as amended*
 
*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. *1n a single room not exceeding 1000 ft2 (93 m2) in area, a drop installed in the rooeway 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 eleva- tor 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 the 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 29.8.3.4 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.
80—16
Fire Doors and Other Opening Protectives
82—14
Standard on Incinerators and Waste and Linen Handling Systems and Equipment
85—11
Boiler and Combustion System Hazards Code
92—15
Standard for Smoke Control Systems
99—15
Health Care Facilities Code
101—15
Life Safety Code
807.4.3.2, 1028.6.2
105—16
Standard for Smoke Door Assemblies and Other Opening Protectives
110—16
emergency and standby power systems
111—16
Stored Electrical Energy Emergency and Standby Power Systems
120—15
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 non-system 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—15
Standard for Fire Safety and Emergency Symbols
211—13
Chimneys, Fireplaces, Vents and Solid Fuel-burning Appliances
221—15
Standard for High Challenge Fire Walls, Fire Walls, and Fire Barrier Walls
252—12
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—12
Standard for Fire Test for Window and Glass Block Assemblies
259—13
Test Method for Potential Heat of Building Materials
265—11
Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Wall Coverings on Full Height Panels and Walls
268—12
Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source
275—13
Standard Method of Fire Tests for the Evaluation of Thermal Barriers
276—11
Standard Method of Fire Tests for Determining the Heat Release Rate of Roofing Assemblies With Combustible Above-Deck Roofing Components
285—12
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—12
Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal in Fire-resistance-rated Assemblies
289—13
Standard Method of Fire Test for Individual Fuel Packages
409—16
Aircraft Hangars
418—11
Standard for Heliports
484—15
Standard for Combustible Metals
502—14
Standard for Road Tunnels, Bridges, and Other Limited Access Highways
429
654—13
Standard for the Prevention of Fire & Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids
655—12
Standard for the Prevention of Sulfur Fires and Explosions
664—12
Standard for the Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities
701—10
Standard Method of Fire Tests for Flame-Propagation of Textiles and Films
704—12
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
1124—13
Manufacture, Transportation, Storage and Retail Sales of Fireworks and Pyrotechnic Articles
2001—15
Clean Agent Fire Extinguishing Systems, as amended*
Table 901.6.1, 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.
PCI
Precast Prestressed Concrete Institute
209 W. Jackson Boulevard, Suite 500
Chicago IL 60606-6938
Standard
reference
number
Title Referenced
in code
section number
MNL 124—11
Design for Fire Resistance of Precast Prestressed Concrete
MNL 128—01
Recommended Practice for Glass Fiber Reinforced Concrete Panels
PCI 120—10
PCI Design Handbook 7th Edition
PTI
Post-Tensioning Institute
8601 North Black Canyon Highway, Suite 103
Phoenix AZ 85021
Standard
reference
number
Title Referenced
in code
section number
PTI—2004
Recommendations for Prestressed Rock and Soil Anchors (4th Edition)
1810A.3.10.4, 1811A.2, 1812A.4, 1812A.5,1813A.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
Standard
reference
number
Title Referenced
in code
section number
ANSI/MH16.1—12
Specification for Design, Testing and Utilization of Industrial Steel Storage Racks
SBCA
Structural Building Components Association
6300 Enterprise Lane
Madison WI 53719
Standard
reference
number
Title Referenced
in code
section number
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
P.O. Box 426
Glenshaw PA 15116
Standard
reference
number
Title Referenced
in code
section number
ANSI/NC1.0—10
Standard for Noncomposite Steel Floor Deck
ANSI/RD1.0—10
Standard for Steel Roof Deck
SDI-C—2011
Standard for Composite Steel Floor Deck Slabs
SDI-QA/QC—2011
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
Standard
reference
number
Title Referenced
in code
section number
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
SFM 12-7A-4A
Decking Alternate Method A
703A.7, 709A.3
SFM 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
1173B London Links Drive
Forest VA 24551
Standard
reference
number
Title Referenced
in code
section number
CJ—10
Standard Specification for Composite Steel Joists, CJ-series
JG—10
Standard Specification for Joist Girders
K—10
Standard Specification for Open Web Steel Joists, K-series
LH/DLH—10
Standard Specification for Longspan Steel Joists, LH-series and Deep Longspan Steel Joists, DLH-series
SPRI
Single-Ply Roofing Institute
411 Waverly Oaks Road, Suite 331B
Waltham MA 02452
Standard
reference
number
Title Referenced
in code
section number
ANSI/SPRI/FM4435-ES-1—11
Wind 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
TIA
Telecommunications Industry Association
2500 Wilson Boulevard
Arlington VA 22201-3834
Standard
reference
number
Title Referenced
in code
section number
222-G—05
Structural Standards for Antenna Supporting Structures and Antennas, including—Addendum 1, 222-G-1, Dated 2007, Addendum 2, 222-G-2 Dated 2009 Addendum 3, 222-3 dated 2013 and Addendum 4, 222-G-4 dated 2014
TMS
The Masonry Society
3970 Broadway, Unit 201-D
Boulder CO 80304-1135
Standard
reference
number
Title Referenced
in code
section number
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
602—2013
Specification for Masonry Structures
TPI
Truss Plate Institute
218 N. Lee Street, Suite 312
Alexandria VA 22314
Standard
reference
number
Title Referenced
in code
section number
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
Standard
reference
number
Title Referenced
in code
section number
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
Underwriters Laboratories, Inc.
333 Pfingsten Road
Northbrook IL 60062-2096
Standard
reference
number
Title Referenced
in code
section number
9—2009
Fire Tests of Window Assemblies
715.5.2, 716.3.2, 716.4, 716.5.3.2, 716.6, 716.6.1, 716.6.2, 716.6.8.1
10A—2009
Tin Clad Fire Doors
10B—2008
Fire Tests of Door Assemblies—with Revisions through April 2009
10C—2009
Positive Pressure Fire Tests of Door Assemblies
13—96
Power-limited Circuit Cables
14B—2008
Sliding Hardware for Standard Horizontally mounted Tin Clad Fire Doors— with Revisions through May 3, 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
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
904.11.4.1
217—06
Single and Multiple Station Smoke Alarms—with Revisions through April 2012
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
Standard for Fire Tests of Building Construction and Materials
268A—98
Smoke Detectors for Duct Application—with revisions through October 22, 2003
300—05
Fire Testing of Fire Extinguishing Systems for Protection of Restaurant Cooking Areas
294—1999
Access Control System Units—with Revisions through September 2010
300—05(R2010)
Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment—with Revisions through July 16, 2010
300A—06
Outline of Investigation for Extinguishing System Units for Residential Range Top Cooking Surfaces
312—04
Check Valves for Fire-Protection Service
325—02
Door, Drapery, Gate, Louver and Window Operations and Systems— with Revisions through June 2013
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 2012
555C—2006
Ceiling Dampers—with Revisions through May 2010
555S—99
Smoke Dampers—with Revisions through May 2012
580—2006
Test for Uplift Resistance of Roof Assemblies— with Revisions through July 2009
632—00
Electrically Actuated Transmitters
641—2010
Type L Low-temperature Venting Systems—with Revisions through May 2013
710B—2011
Recirculating Systems
723—2008
Standard for Test for Surface Burning Characteristics of Building Materials—with Revisions through September 2010
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 October 2008
793—08
Standards for Automatically Operated Roof Vents for Smoke and Heat— with Revisions through September 2011
406.8.5.1.1, 910.3.1
813—96
Commercial Audio Equipment—with revisions through December 7, 1999
857—13
Busways
864—03
Control Units for Fire Protective Signaling Systems, as amended*with revisions through February 2010
 
*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
Standard for Safety Emergency Lighting and Power Equipment— with Revisions through February 2011
1040—96
Fire Test of Insulated Wall Construction— with Revisions through October 2012
1256—02
Fire Test of Roof Deck Construction—with Revisions through January 2007
1479—03
Fire Tests of Through-penetration Firestops— with Revisions through October 2012
1482—2011
Solid-Fuel-type Room Heaters
1703—02
Flat-Plate Photovoltaic Modules and Panels— with Revisions through November 2014
1715—97
Fire Test of Interior Finish Material— with Revisions through January 2013
1777—2007
Chimney Liners—with Revisions through July 2009
1784—01
Air Leakage Tests of Door Assemblies—with Revisions through July 2009
1897—12
Uplift Tests for Roof Covering Systems
1975—06
Fire Test of Foamed Plastics Used for Decorative Purposes
1994—04
Luminous Egress Path Marking Systems— with Revisions through November 2010
2017—2008
Standards for General-purpose Signaling Devices and Systems— with Revisions through May 2011
406.8.5.1.1, 3109.4.1.8
2034—2008
Standard for Single- and Multiple-Station Carbon Monoxide Alarm— with Revisions through February 2009
2075—2013
Standard for Gas and Vapor Detectors and Sensors
421.6.2, 406.8.5.1.1, 915.5.1, 915.5.3
2079—04
Tests for Fire Resistance of Building Joint Systems— with Revisions through December 2012
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 June 2013
ULC
Underwriters Laboratories of Canada
7 Underwriters Road
Toronto, Ontario, Canada M1R3B4
Standard
reference
number
Title Referenced
in code
section number
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
Washington DC 20402-9325
Standard
reference
number
Title Referenced
in code
section number
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
Standard
reference
number
Title Referenced
in code
section number
AITC Technical Note 7—96
Calculation of Fire Resistance of Glued Laminated Timbers
722.6.3.3
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 117—10
Standard Specifications for Structural Glued Laminated Timber of Softwood Species
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
1400 East Touhy Avenue #470
Des Plaines IL 60018
Standard
reference
number
Title Referenced
in code
section number
AAMA/WDMA/CSA 101/I.S.2/A440—11
Specifications for Windows, Doors and Unit Skylights
WRI
Wire Reinforcement Institute, Inc.
942 Main Street, Suite 300
Hartford CT 06103
Standard
reference
number
Title Referenced
in code
section number
WRI/CRSI—81
Design of Slab-on-ground Foundations—with 1996 Update
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