CODES

California Building Code 2019 (Vol 1 & 2)

ADOPTS WITH AMENDMENTS:

International Building Code 2018 (IBC 2018)

Chapter 1 Scope and Administration

Chapter 3 Occupancy Classification and Use

Chapter 4 Special Detailed Requirements Based on Occupancy and Use

Chapter 5 General Building Heights and Areas

Chapter 6 Types of Construction

Chapter 7 Fire and Smoke Protection Features

Chapter 7A [SFM] Materials and Construction Methods for Exterior Wildfire Exposure

Chapter 9 Fire Protection and Life Safety Systems

Chapter 11A Housing Accessibility

Chapter 11B Accessibility to Public Buildings, Public Accommodations, Commercial Buildings and Public Housing

Chapter 12 Interior Environment

Chapter 15 Roof Assemblies and Rooftop Structures

Chapter 17 Special Inspections and Tests

Chapter 17A Special Inspections and Tests

Chapter 18 Soils and Foundations

Chapter 18A Soils and Foundations

Chapter 25 Gypsum Board, Gypsum Panel Products and Plaster

Chapter 30 Elevators and Conveying Systems

Chapter 31 Special Construction

Chapter 31A Systems for Window Cleaning or Exterior Building Maintenance

Chapter 31B [DPH] Public Pools

Chapter 31D [DPH] Food Establishments

Chapter 31F [SLC] Marine Oil Terminals

Chapter 32 Encroachments Into the Public Right-Of-Way

Chapter 33 Safeguards During Construction

Chapter 35 Referenced Standards

Appendix A Employee Qualifications

Appendix C Group U—Agricultural Buildings

Appendix E Supplementary Accessibility Requirements

Appendix G Flood-Resistant Construction

Appendix K Administrative Provisions

Appendix K Group R-3 and Group R-3.1 Occupancies Protected by the Facilities of the Central Valley Flood Protection Plan

Appendix L Earthquake Recording Instrumentation

Appendix M Tsunami-Generated Flood Hazard

Appendix N Replicable Buildings

Appendix O Emergency Housing

Heads up: There are no amended sections in this chapter.

Chapter 35 Referenced Standards

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

(Matrix Adoption Tables are nonregulatory, intended only as an aid to the code user. See Chapter 1 for state agency authority and building applications.)
Adopting agency	BSC	BSC-CG	SFM	HCD			DSA			OSHPD						BSCC	DHS	AGR	DWR	CEC	CA	SL	SLC
Adopting agency	BSC	BSC-CG	SFM	1	2	1/AC	AC	SS	SS/CC	1	1R	2	3	4	5	BSCC	DHS	AGR	DWR	CEC	CA	SL	SLC
Adopt entire chapter	X												X
Adopt entire chapter as amended (amended sections listed below)			X	X	X	X		X	X	X	X	X		X	X
Adopt only those sections that are listed below							X																X
Chapter/Section
AAMA 501.4-09										X	X	X		X	X
AAMA 501.6-09								X	X	X	X	X		X	X
AAMA TIR A8-16								X	X	X	X	X		X	X
ACI 355.2-07								X	X	X	X	X		X	X
ACI 355.4-11								X	X	X	X	X		X	X
ACI 440.2R-08										X	X	X		X	X
ACI 503.7-07										X	X	X		X	X
ACI 506R-16								X	X	X	X	X		X	X
ACI 506.2-13								X	X	†	†	†		†	†
AISC 358-16								X	X	X				X
ANSI/DASMA 103-2017				X	X
ANSI/AWC NDS-2018										X				X
APA/ANSI 117-15								X	X	X	X	X		X	X
ANSI/APA A190.1-17								X	X	X	X	X		X	X
ANSI/APA PRG 320-18	X		X	X	X			X	X
ANSI S3.41			X
ASCE/SEI 7-16								X	X	X	X	X		X	X
ASCE/SEI 19-10										X	X	X		X	X
ASCE/SEI 41-13								†	†	X	X	X		X	X
ASCE/SEI 41-17								X	X	†	†	†		†	†
ASCE/SEI 49-12								X	X	X				X
ASME A17.1/CSA B44			X				X
ASME A18.1-2014							X
ASME BPE-2009			X
ASTM A153/A153M-16a								X	X	X	X	X		X	X
ASTM A227/A227M-17				X	X
ASTM A229/A229M-17				X	X
ASTM A722/A722M-15										X	X	X		X	X
ASTM A1064-17								X	X	X	X	X		X	X
ASTM B695-04 (2016)								X	X	X	X	X		X	X
ASTM C94/C94M-17								X	X	X	X	X		X	X
ASTM C150/C150M-15								X	X	†	†	†		†	†
ASTM C150/C150M-17								†	†	X	X	X		X	X
ASTM C270-14a								X	X	X	X	X		X	X
ASTM C595/C595M-17								X	X	X	X	X		X	X
ASTM C618-15								†	†	X	X	X		X	X
ASTM C618-17								X	X	†	†	†		†	†
ASTM C635/C635M-13a								†	†	X	X	X		X	X
ASTM C635/C635M-17								X	X	†	†	†		†	†
ASTM C636/C636-13								†	†	X	X	X		X	X
ASTM C636/C636M-17								X	X	†	†	†		†	†
ASTM C989-16e1								†	†	X	X	X		X	X
ASTM C989-17								X	X	†	†	†		†	†
ASTM C1019-16								X	X	X	X	X		X	X
ASTM C1157/C1157M-17								X	X	X	X	X		X	X
ASTM C1249-06a								X	X	X	X	X		X	X
ASTM C1392-00 (2014)								X	X	X	X	X		X	X
ASTM C1394-03 (2012)										X	X	X		X	X
ASTM C1401-14										X	X	X		X	X
ASTM C1586-05 (2011)										X	X	X		X	X
ASTM C1586-11										X	X	X		X	X
ASTM D1586-11								X	X	X	X	X		X	X
ASTM D3498-03 (2011)	X		X	X	X			X	X
ASTM D3966-07 (2013)								X	X	X	X	X		X	X
ASTM D5778-12								X	X	X	X	X		X	X
ASTM E580/E580M-17								X	X	X	X	X		X	X
ASTM E648-15e1			X					X	X
ASTM E662-17a			X					X	X
ASTM E2632/E2632M-13			X
ASTM E2707-15			X
ASTM E2726/E2726-12a			X
ASTM E3121-17								†	†	X	X	X		X	X
ASTM F606/F606M-16								X	X	X	X	X		X	X
ASTM F1292-99							X
ASTM F1292-04							X
ASTM F1487-01							X
ASTM F1951-99							X
AWPA U1-16								X	X
AWPA U1-17										X	X	X		X	X
AWS D1.1/D1.1M-15								X	X	X	X	X		X	X
AWS D1.2/D1.2M-15								X	X	X	X	X		X	X
AWS D1.3/D1.3M-08								X	X	X	X	X		X	X
AWS D1.4/D1.4M-11								X	X	X	X	X		X	X
AWS D1.8/D1.8M-16								X	X	X	X	X		X	X
AWS QCI-16								X	X	X	X	X		X	X
BHMA A156.10-2011							X
BHMA A156.19-2013							X
FM 1950-16								X	X	X	X	X		X	X
FM 3011-99			X
FM 3260-00			X
FM 4430-80			X
ICC-ES AC01-18								X	X	X	X	X		X	X
ICC-ES AC58-18								X	X	X	X	X		X	X
ICC-ES AC70-18								X	X	X	X	X		X	X
ICC ES AC77			X
ICC-ES AC106-18								X	X	X	X	X		X	X
ICC-ES AC125-18								X	X	X	X	X		X	X
ICC-ES AC156-18								X	X	X	X	X		X	X
ICC-ES AC178-18								X	X	X	X	X		X	X
ICC-ES AC193-18								X	X	X	X	X		X	X
ICC-ES AC232-18								X	X	X	X	X		X	X
ICC-ES AC308-18								X	X	X	X	X		X	X
ICC ES AC331			X
ICC-ES AC358-18								X	X	X	X	X		X	X
ICC-ES AC446-18								X	X	X	X	X		X	X
ISO 9001-15										X	X	X		X	X
NFPA 11-16			X																				X
NFPA 13-16			X
NFPA 13D-16			X
NFPA 13R-16			X
NFPA 14-16			X
NFPA 22-13			X
NFPA 24-16			X																				X
NFPA 25-13CA			X																				X
NFPA 32-16			X
NFPA 37-15			X
NFPA 54-15			X
NFPA 72-16			X				X																X
NFPA 110-16			X																				X
NFPA 111-13			X																				X
NFPA 130-14			X
NFPA 502-14			X
NFPA 1124-17			X
NFPA 2001-15			X
PCI MNL 120-17								X	X	X	X	X		X	X
PTI DC35.1-14								X	X	X	X	X		X	X
SFM 12-3			X
SFM 12-7-3			X
SFM 12-7A-1			X
SFM 12-7A-2			X
SFM 12-7A-3			X
SFM 12-7A-4			X
SFM 12-7A-4A			X
SFM 12-7A-5			X
SFM 12-8-100			X
SFM 12-10-1			X
SFM 12-10-2			X
SFM 12-10-3			X
TMS 402-2016								X	X	X	X	X		X	X
TMS 602-2016								X	X	X	X	X		X	X
UBC 15-2			X
UBC 15-3			X
UBC 15-4			X
UL 13-96			X
UL 38-99			X
UL 193-04			X
UL 199-95			X
UL 228-97			X
UL 260-04			X
UL 262-04			X
UL 268A-09			X
UL 312-04			X
UL 346-05			X
UL 464-03			X
UL 497B-04			X
UL 521-99			X
UL 539-00			X
UL 632-00			X
UL 753-04			X
UL 813-96			X
UL 857-13										X	X	X		X	X
UL 864-03			X

The state agency does not adopt sections identified with the following symbol: †
The Office of the State Fire Marshal's adoption of this chapter or individual sections is applicable to structures regulated by other state agencies pursuant to Section 1.11.

User note:

About this chapter: The International Building Code^® contains numerous references to standards promulgated by other organizations that are used to provide requirements for materials and methods of construction. This chapter contains a comprehensive list of all standards that are referenced in this code. These standards, in essence, are part of this code to the extent of the reference to the standard.

This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the standard. The application of the referenced standards shall be as specified in Chapter 1, Scope and Administration, Division 1, Sections 1.1.5 and 1.1.7, and in Chapter 1, Scope and Administration, Division II, Section 102.4, as applicable.

[DSA-SS, DSA-SS/CC & OSHPD 1 & 4] Reference to other chapters. In addition to the code sections referenced, the standards listed in this chapter are applicable to the respective code sections in Chapters 16A, 17A, 18A, 19A, 21A and 22A.

Aluminum Association

1400 Crystal Drive, Suite 430

Arlington, VA 22202

ADM—2015

Aluminum Design Manual: Part 1—A Specification for Aluminum Structures

1604.3.5, 2002.1

ASM 35—00

Aluminum Sheet Metal Work in Building Construction (Fourth Edition)

2002.1

AAMA

American Architectural Manufacturers Association

1827 Waldon Office Square, Suite 550

Schaumburg, IL 60173

711—16

Voluntary Specification for Self Adhering Flashing Used for Installation of Exterior Wall Fenestration Products

1404.4

714—15

Voluntary Specification for Liquid Applied Flashing Used to Create a Water-resistive Seal around Exterior Wall Openings in Buildings

1404.4

1402—09

Standard Specifications for Aluminum Siding, Soffit and Fascia

1403.5.1

AAMA/WDMA/CSA 101/I.S.2/A440—17

North American Fenestration Standard/Specifications for Windows, Doors and Skylights

1709.5.1, 2405.5

501.4-09

Recommended Static Test Method for Evaluating Curtain Wall and Storefront Systems Subjected to Seismic and Wind Induced Interstory Drifts

2410.1

501.6-09

Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System

2410.1

TIR A8-16

Structural Performance of Composite Thermal Barrier Framing Systems

2411.1

ACI

American Concrete Institute

38800 Country Club Drive

Farmington Hills, MI 48331

216.1—14

Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies

Table 721.1(2), 722.1

318—14

Building Code Requirements for Structural Concrete

722.2.4.3, 1604.3.2, 1616.2.1, 1616.3.1, 1704.5, Table 1705.3, 1705.3.2, Table 1705A.2.1, Table 1705A.3, 1808.8.2, Table 1808.8.2, 1808.8.5, 1808.8.6, 1810.1.3, 1810.2.4.1, 1810.3.2.1.1, 1810.3.2.1.2, 1810.3.8.3.1, 1810.3.8.3.3, 1810.3.9.4.2.1, 1810.3.9.4.2.2, 1810.3.10.1, 1810.3.11.1, 1810.3.12, 1810A.3.10.4, 1901.2, 1901.3, 1901.3.4.4, 1902.1, 1903.1, 1904.1, 1904.2, 1905.1, 1905.1.1, 1905.1.2, 1905.1.3, 1905.1.4, 1905.1.5, 1905.1.6, 1905.1.7, 1905.1.8, 1906.1, 1909.2, 1909.3, 1903A, 1904A, 1905A, 1910A.5.4, 2108.3, 2206.1

355.2—07

Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary

1617A.1.19

355.4—11

Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

1617A.1.19

440.2R-08

Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures

1911.3, 1911A.3

503.7—07

Specification for Crack Repair by Epoxy Injection

1911.2, 1911A.2

506R—16

Guide to Shotcrete

1908.1, 1908A.1, 1908.3, 1908A.3, 1908.12, 1908A.12

506.2—13

[DSA-SS, DSA-SS/CC] Guide to Shotcrete

1908A.1, 1908A.9

AISC

American Institute of Steel

130 East Randolph Street, Suite 2000

Chicago, IL 60601-6219

ANSI/AISC 341—16

Seismic Provisions for Structural Steel Buildings

1705.12.1.1, 1705.12.1.2, 1705.13.1.1, 1705.13.1.2, 2205.2.1.1, 2205.2.1.2, 2205.2.2, 2206.2.1, 1705A.2.1, 1705A.2.5, 2212.2, 2205A, 2206A, 2205.3

358—16

Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

1705A.2.1, 2205A, 2205.4, 2206A.2, 2206.2.1, 2212.3, 3413A

ANSI/AISC 360—16

Specification for Structural Steel Buildings

722.5.2.2.1, 1604.3.3, 1705.2.1, 2202.1, 2203.1, 2205.1, 2205.2.1.1, 2206.1, 1705A.2.1, Table 1705A.2.1, 1705A.2.5, 2212.1.1, 2204A.4, 2212A.1.2. 2212A.2.1, 2204.4

AISI

American Iron and Steel Institute

25 Massachusetts Avenue, NW Suite 800

Washington, DC 20001

AISI S100—16

North American Specification for the Design of Cold-formed Steel Structural Members, 2016

1604.3.3, 1905.1.8, 2202.1, 2203.1, 2210.1, 2210.2, 2211A.2

AISI S202—15

Code of Standard Practice for Cold-formed Steel Framing, 2015

2211.1.3.1

AISI S220—15

North American Standard for Cold-formed Steel Framing—Nonstructural Members, 2015

2202.1, 2203.1, 2211.2, Table 2506.2, Table 2507.2

AISI S230—15

Standard for Cold-formed Steel Framing—Prescriptive Method for One- and Two-family Dwellings, 2015

1609.1.1, 1609.1.1.1, 2211.1.2

AISI S240—15

North American Standard for Cold-Formed Steel Structuring Framing, 2015

1705.2.2.2, 2202.1, 2203.1, 2211.1, 2211.1.1.1, 2211.1.3.3, Table 2306.12.2, Table 2506.2, Table 2507.2, Table 2603.12.1

AISI S400—15/S1—16

North American Standard for Seismic Design of Cold-formed Steel Structural Systems, 2015, with Supplement 1, dated 2016.

2210.2, 2211.1.1.1, 2211.1.1.2

ALI

Automotive Lift Institute, Inc.

P.O. Box 85

Cortland, NY 13045

ALI ALCTV—2016

Standard for Automotive Lifts—Safety Requirements for Construction, Testing and Validation (ANSI)

Table 3001.3

AMCA

Air Movement and Control Association International

30 West University Drive

Arlington Heights, IL 60004

540—13

Test Method for Louvers Impacted by Wind Borne Debris

1609.2.1

ANSI

American National Standards Institute

25 West 43rd Street, Fourth Floor

New York, NY 10036

A13.1—2015

Scheme for the Identification of Piping Systems

415.11.6.5

A108.1A—16

Installation of Ceramic Tile in the Wet-set Method, with Portland Cement Mortar

2103.2.3

A108.1B—99

Installation of Ceramic Tile, Quarry Tile on a Cured Portland Cement Mortar Setting Bed with Dry-set or Latex-Portland Mortar

2103.2.3

A108.4—99

Installation of Ceramic Tile with Organic Adhesives or Water-cleanable Tile-setting Epoxy Adhesive

2103.2.3.6

A108.5—99

Installation of Ceramic Tile with Dry-set Portland Cement Mortar or Latex-Portland Cement Mortar

2103.2.3.1, 2103.2.3.2

A108.6—99

Installation of Ceramic Tile with Chemical-resistant, Water Cleanable Tile-setting and -grouting Epoxy

2103.2.3.3

A108.8—99

Installation of Ceramic Tile with Chemical-resistant Furan Resin Mortar and Grout

2103.2.3.4

A108.9—99

Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout

2103.2.3.5

A108.10—99

Installation of Grout in Tilework

2103.2.3.7

A118.1—16

American National Standard Specifications for Dry-set Portland Cement Mortar

2103.2.3.1

A118.3—13

American National Standard Specifications for Chemical-resistant, Water-cleanable Tile-setting and -grouting Epoxy and Water Cleanable Tile-setting Epoxy Adhesive

2103.2.3.3

A118.4—16

American National Standard Specifications for Modified Dry-set Cement Mortar

2103.2.3.2, 2103.2.4

A118.5—99

American National Standard Specifications for Chemical Resistant Furan Mortar and Grouts for Tile Installation

2103.2.3.4

A118.6—10

American National Standard Specifications for Cement Grouts for Tile Installation

2103.2.3.7

A118.8—99

American National Standard Specifications for Modified Epoxy Emulsion Mortar/Grout

2103.2.3.5

A136.1—08

American National Standard Specifications for the Installation of Ceramic Tile

2103.2.3.6

A137.1—17

American National Standard Specifications for Ceramic Tile

202

S3.41

American National Standard Specifications for Audible Emergency Evacuation Signal

907.5.2.1.3

Z 97.1—14

Safety Glazing Materials Used in Buildings—Safety Performance Specifications and Methods of Test

2406.1.2, 2406.2, Table 2406.2(2), 2406.3.1, 2407.1, 2407.1.4.1, 2408.2.1, 2408.3, 2409.2, 2409.3, 2409.4.1

APA

APA - Engineered Wood Association

7011 South 19th Street

Tacoma, WA 98466

ANSI 117—15

Standard Specification for Structural Glued Laminated Timber of Softwood Species

2303.1.3.1, 2306.1

ANSI/APA A190.1—17

Structural Glued Laminated Timber

1705A.5.4, 2303.1.3, 2306.1

ANSI/APA PRG 320-18

Standard for Performance-rated Cross-Laminated Timber

2303.1.4, 602.4

ANSI/APA PRP 210—14

Standard for Performance-Rated Engineered Wood Siding

2303.1.5, 2304.7, 2306.3, Table 2306.3(1)

ANSI/APA PRR 410—16

Standard for Performance-Rated Engineered Wood Rim Boards

2303.1.13

APA PDS—12

Panel Design Specification

2306.1

APA PDS Supplement 1—12

Design and Fabrication of Plywood Curved Panels (revised 2013)

2306.1

APA PDS Supplement 2—12

Design and Fabrication of Plywood-lumber Beams (revised 2013)

2306.1

APA PDS Supplement 3—12

Design and Fabrication of Plywood Stressed-skin Panels (revised 2013)

2306.1

APA PDS Supplement 4—12

Design and Fabrication of Plywood Sandwich Panels (revised 2013)

2306.1

APA PDS Supplement 5—16

Design and Fabrication of All-plywood Beams (revised 2013)

2306.1

ANSI/APA PRG 320—17

Standard for Performance-rated Cross-laminated Timber

2303.1.4

APA R540—13

Builders Tips: Proper Storage and Handling of Glulam Beams

2306.1

APA S475—16

Glued Laminated Beam Design Tables

2306.1

APA S560—14

Field Notching and Drilling of Glued Laminated Timber Beams

2306.1

APA T300—16

Glulam Connection Details

2306.1

APA X440—17

Product Guide: Glulam

2306.1

APA X450—01

Glulam in Residential Construction—Western Edition

2306.1

ASABE

American Society of Agricultural and Biological Engineers

2950 Niles Road

St. Joseph, MI 49085

EP 484.3 MON2016

Diaphragm Design of Metal-clad, Wood-frame Rectangular Buildings

2306.1

EP 486.2 OCT 2012ED

Shallow-post and Pier Foundation Design

2306.1

EP 559.2 MON2016

Design Requirements and Bending Properties for Mechanically Laminated Wood Assemblies

2306.1

ASCE/SEI

American Society of Civil Engineers
Structural Engineering Institute

1801 Alexander Bell Drive

Reston, VA 20191-4400

7—16

Minimum Design Loads and Associated Criteria for Buildings and Other Structures with Supplement No. 1

104.11, 202, Table 1504.1.1, Table 1504.8, 1510.7.1, 1602.1, 1603A.2, 1604.3, 1604A.4, Table 1604.3, 1604.5, Table 1604.5, 1604.8.2, 1604.9, 1605.1, 1605.2.1, 1605.3.1, 1605.3.1.2, 1605.3.2, 1605.3.2.1, 1607.8.1, 1607.8.1.1, 1607.8.1.2, 1607.9, 1607.13.1, 1607.13.3.1, 1608.1, 1608.2, 1608.3, 1609.1.1, 1609.2, 1609.3, 1609.5.1, 1609.5.3, 1611.2, 1612.2, 1613.1, 1613.2.2, 1613.2.3, 1613.2.5, Table 1613.2.3(1), Table 1613.2.3(2), 1613.2.5.1, 1613.2.5.2, 1613.3, 1614.1, 1615.1, 1613A, 1617A, 1617.9, 1617.10, 1617.2, 1705.12, 1705.12.1.1, 1705.12.1.2, 1705.12.4, 1705.13.1.1, 1705.13.1.2, 1705.13.2, 1705.13.3, 1705.13.4, 1709.5, 1803A.6, 1803.5.12, 1808.3.1, 1809.13, 1810.3.6.1, 1810.3.8.3.2, 1810.3.8.3.3, 1810.3.9.4, 1810.3.11.2, 1810.3.12, 1901.2, 1905.1.1, 1905.1.2, 1905.1.7, 1905.1.8, 2205.2.1.1, 2205.2.1.2, 2205.2.2, 2206.2.1, 2209.1, 2209.2, 2210.2, 2211.1.1.1, 2212A.1.1, 2212A.2.4, Table 2304.6.1, Table 2306.3(3), Table 2308.7.5, 2404.1, 2410.1.1, 2410.1.2, 2505.1, 2505.2, 2506.2.1

8—17

Standard Specification for the Design of Cold-formed Stainless Steel Structural Members

1604.3.3, 2210.1, 2210.2

19—16

Structural Applications of Steel Cables for Buildings

2208.1

24—14

Flood Resistant Design and Construction

1202.4.2, 1202.4.4, 1612.4, 1612.5, 2702.1.8, 3001.3

29—17

Standard Calculation Methods for Structural Fire Protection

722.1

32—17

Design and Construction of Frost Protected Shallow Foundations

1809.5

41—13

Seismic Evaluation and Retrofit of Existing Buildings

1603A.2

41—17

[DSA-SS, DSA-SS/CC] Seismic Evaluation and Retrofit of Existing Buildings

1603A.2, 1617A.1.30, 1617A.1.34

49—12

Wind Tunnel Testing for Buildings and Other Structures

1609.1.1

55—16

Tensile Membrane Structures

3102.2

ASME

American Society of Mechanical Engineers

Two Park Avenue

New York, NY 10016-5990

ASME/A17.1/CSA B44 the edition as referenced in:

Safety Code for Elevators and Escalators, California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders

907.3.3, 911.1.6, 1009.4.1, 11B-407.1, 11B-407.1.1, 11B-407.4.9, 11B-408.1, 11B-409.1, 11B-411.1, 11B-810.9, 1607.10.1, 3001.2, Table 3001.3, 3001.4, 3001.5, 3002.5, 3003.2, 3007.1, 3008.1.4, 3008.7.1

A17.7—2007/CSA B44—07(R2012)

Performance-based Safety Code for Elevators and Escalators

Table 3001.3, 3001.5, 3002.5

A18.1—2014

Safety Standard for Platform Lifts and Stairway Chairlifts

1109.8, Table 3001.3

A90.1—2015

Safety Standard for Belt Manlifts

Table 3001.3

B16.18—2012

Cast Copper Alloy Solder Joint Pressure Fittings

909.13.1

B16.22—2013

Wrought Copper and Copper Alloy Solder Joint Pressure Fittings

909.13.1

B20.1—2015

Safety Standard for Conveyors and Related Equipment

Table 3001.3, 3004.3

BPE—2009

Bio-processing Equipment Standard

B31.3—2014

[SLC] Process Piping

415.11.6

B31.3—2016

Process Piping

415.11.6

ASSE

American Society of Safety Engineers

520 N. Northwest Highway

Park Ridge, IL 60068

ANSI/ASSE Z359.1—2016

Requirements for the ANSI/ASSE Z359 Fall Protection Code

1015.6, 1015.7

ASTM

ASTM International

100 Barr Harbor Drive, P.O. Box C700

West Conshohocken, PA 19428-2959

A6/A6M—14

Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes and Sheet Piling

1810.3.2.3, 1810.3.5.3.1, 1810.3.5.3.3

A36/A36M—14

Specification for Carbon Structural Steel

1810.3.2.3

A153/A153M—16a

Specification for Zinc Coating (Hot-dip) on Iron and Steel Hardware

2304.10.1.1, 2304.10.5

A227/A227M—17

Standard Specification for Steel Wire, Cold-Drawn for Mechanical Springs

1210.1.1

A229/A229M—17

Standard Specification for Steel Wire, Quenched and Tempered for Mechanical Springs

1210.1.1

A240/A240M—15a

Standard Specification for Chromium and Chromium-nickel Stainless Steel Plate, Sheet and Strip for Pressure Vessels and for General Applications

Table 1507.4.3(1)

A252—10

Specification for Welded and Seamless Steel Pipe Piles

1810.3.2.3

A283/A283M—13

Specification for Low and Intermediate Tensile Strength Carbon Steel Plates

1810.3.2.3

A416/A416M—15

Specification for Steel Strand, Uncoated Seven-wire for Prestressed Concrete

1810.3.2.2

A463/A463M—15

Standard Specification for Steel Sheet, Aluminum-coated, by the Hot-dip Process

Table 1507.4.3(2)

A572/A572M—15

Specification for High-strength Low-alloy Columbium-Vanadium Structural Steel

1810.3.2.3

A588/A588M—15

Specification for High-strength Low-alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point with Atmospheric Corrosion Resistance

1810.3.2.3

A615/A615M—15ae1

Specification for Deformed and Plain Carbon-steel Bars for Concrete Reinforcement

1704.5, 1810.3.10.2

A653/A653M—15

Specification for Steel Sheet, Zinc-coated Galvanized or Zinc-iron Alloy-coated Galvannealed by the Hot-dip Process

Table 1507.4.3(1), Table 1507.4.3(2), 2304.10.5.1

A690/A690M—13a

Standard Specification for High-strength Low-alloy Nickel, Copper, Phosphorus Steel H-piles and Sheet Piling with Atmospheric Corrosion Resistance for Use in Marine Environments

1810.3.2.3

A706/A706M—15

Specification for Low-alloy Steel Deformed and Plain Bars for Concrete Reinforcement

1704.5, Table 1705.3, 2107.3, 2108.3

A722/A722M—15

Specification for High-strength Steel Bars for Prestressed Concrete

1810.3.10.2, 1811.4, 1811A.4, 1812.4.2, 1812A.4.2

A755/A755M—15

Specification for Steel Sheet, Metallic-coated by the Hot-dip Process and Prepainted by the Coil-coating Process for Exterior Exposed Building Products

Table 1507.4.3(1), Table 1507.4.3(2)

A792/A792M—10(2015)

Specification for Steel Sheet, 55% Aluminum-zinc Alloy-coated by the Hot-dip Process

Table 1507.4.3(1), Table 1507.4.3(2)

A875/A875M—13

Standard Specification for Steel Sheet, Zinc-5%, Aluminum Alloy-coated by the Hot-dip Process

Table 1507.4.3(2)

A924/A924M—14

Standard Specification for General Requirements for Steel Sheet, Metallic-coated by the Hot-dip Process

Table 1507.4.3(1)

A1064—17

Standard Specification for Carbon-steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

1903A.8

B42—2015A

Specification for Seamless Copper Pipe, Standard Sizes

909.13.1

B43—15

Specification for Seamless Red Brass Pipe, Standard Sizes

909.13.1

B68/B68M—11

Specification for Seamless Copper Tube, Bright Annealed (Metric)

909.13.1

B88—14

Specification for Seamless Copper Water Tube

909.13.1

B101—12

Specification for Lead-coated Copper Sheet and Strip for Building Construction

1403.5.3, Table 1507.2.8.2, Table 1507.4.3(1)

B209—14

Specification for Aluminum and Aluminum Alloy Steel and Plate

Table 1507.4.3(1)

B251—10

Specification for General Requirements for Wrought Seamless Copper and Copper-alloy Tube

909.13.1

B280—13

Specification for Seamless Copper Tube for Air Conditioning and Refrigeration Field Service

909.13.1

B370—12

Specification for Copper Sheet and Strip for Building Construction

1403.5.2, Table 1507.2.8.2, Table 1507.4.3(1)

B695—04(2016)

Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel Strip for Building Construction

2304.10.1.1, 2304.10.5.1, 2304.10.5.3

C5—10

Specification for Quicklime for Structural Purposes

Table 2507.2

C22/C22M—00(2015)

Specification for Gypsum

Table 2506.2

C27—98(2013)

Specification for Classification of Fireclay and High-alumina Refractory Brick

2111.6

C28/C28M—10(2015)

Specification for Gypsum Plasters

Table 2507.2

C31/C31M—15

Practice for Making and Curing Concrete Test Specimens in the Field

Table 1705.3

C33/C33M—13

Specification for Concrete Aggregates

722.3.1.4, 722.4.1.1.3

C35/C35—01(2014)

Specification for Inorganic Aggregates for Use in Gypsum Plaster

Table 2507.2

C55—2014a

Specification for Concrete Building Brick

Table 722.3.2

C59/C59M—00(2015)

Specification for Gypsum Casting Plaster and Molding Plaster

Table 2507.2

C61/C61M—00(2015)

Specification for Gypsum Keene's Cement

Table 2507.2

C62—13a

Standard Specification for Building Brick (Solid Masonry Units Made from Clay or Shale)

1807.1.6.3

C67—14

Test Methods of Sampling and Testing Brick and Structural Clay Tile

722.4.1.1.1, 2109.2.1.1

C73—14

Specification for Calcium Silicate Brick (Sand-lime Brick)

Table 722.3.2

C90—14

Specification for Loadbearing Concrete Masonry Units

Table 722.3.2, 1807.1.6.3, 2114.3

C91/C91M—12

Specification for Masonry Cement

Table 2507.2

C94/C94M—17

Specification for Ready-mixed Concrete

110.3.1, 1705A.3.3.1

C140/C140M—15

Test Method Sampling and Testing Concrete Masonry Units and Related Units

722.3.1.2

C150/C150M—15

Specification for Portland Cement

1909.2.3, 1910A.1, 1903.1, Table 2507.2

C150/C150M—17

[OSHPD] Specification for Portland Cement

1910.2.1, 1910A.1

C172/C172M—14a

Practice for Sampling Freshly Mixed Concrete

Table 1705.3

C199—84(2011)

Test Method for Pier Test for Refractory Mortars

2111.6, 2111.9, 2113.12

C206—14

Specification for Finishing Hydrated Lime

Table 2507.2

C208—12

Specification for Cellulosic Fiber Insulating Board

Table 1508.2, 2303.1.6

C216—15

Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)

Table 721.1(2), 1807.1.6.3

C270—14a

Specification for Mortar for Unit Masonry

2103.2.4, 2105.3, 2105A.3, 2115.6.1

C315—07(2011)

Specification for Clay Flue Liners and Chimney Pots

2111.9, 2113.11.1, Table 2113.16(1)

C317/C317M—00(2015)

Specification for Gypsum Concrete

2514.1

C330/C330M—14

Specification for Lightweight Aggregates for Structural Concrete

202

C331/C331M—14

Specification for Lightweight Aggregates for Concrete Masonry Units

722.3.1.4, 722.4.1.1.3

C406/C406M—15

Specification for Roofing Slate

1507.7.5

C472—99(2014)

Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum Concrete

Table 2506.2

C473—15

Test Methods for Physical Testing of Gypsum Panel Products

Table 2506.2

C474—15

Test Methods for Joint Treatment Materials for Gypsum Board Construction

Table 2506.2

C475/C475M—15

Specification for Joint Compound and Joint Tape for Finishing Gypsum Board

Table 2506.2

C514—04(2014)

Specification for Nails for the Application of Gypsum Board

Table 721.1(2), Table 721.1(3), Table 2506.2

C516—08(2014)e1

Specifications for Vermiculite Loose Fill Thermal Insulation

722.3.1.4, 722.4.1.1.3

C547—15

Specification for Mineral Fiber Pipe Insulation

Table 721.1(2), Table 721.1(3)

C549—06(2012)

Specification for Perlite Loose Fill Insulation

722.3.1.4, 722.4.1.1.3

C552—15

Standard Specification for Cellular Glass Thermal Insulation

Table 1508.2

C557—03(2009)e01

Specification for Adhesives for Fastening Gypsum Wallboard to Wood Framing

Table 2506.2, 2508.4

C578—15

Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

Table 1508.2, 2603.10, Table 2603.12.1, Table 2603.12.2, Table 2603.13.1, Table 2603.13.2

C587—04(2014)

Specification for Gypsum Veneer Plaster

Table 2507.2

C595/C595M—17

Specification for Blended Hydraulic Cements

1903.1, 1909.2.3, 1909A.1, Table 2507.2

C618—15

[OSHPD] Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

1910.2.1, 1910A.1

C618—17

[DSA-SS, DSA-SS/CC] Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

1909.3.4, 1910A.1, 1909.2.3

C631—09(2014)

Specification for Bonding Compounds for Interior Gypsum Plastering

Table 2507.2

C635/C635M—13a

[OSHPD] Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings

1617A.1.21

C635/C635M—17

[DSA-SS, DSA-SS/CC] Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings

801.1.1.1, 2506.2.1, 1617.10.16, 1617A.1.21

C636/C636M—13

Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels

808.1.1.1, 1617A.1.21

C636/C636M—17

[DSA-SS, DSA-SS/CC] Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels

808.1.1.1, 1617.10.16, 1617A.1.21

C652—15

Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale)

1807.1.6.3

C726—12

Standard Specification for Mineral Wool Roof Insulation Board

Table 1508.2

C728—15

Standard Specification for Perlite Thermal Insulation Board

Table 1508.2

C744—14

Specification for Prefaced Concrete and Calcium Silicate Masonry Units

Table 722.3.2

C754—15

Specification for Installation of Steel Framing Members to Receive Screw-attached Gypsum Panel Products

Table 2508.1, Table 2511.1.1

C836/C836M—15

Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course

1507.15.2

C840—13

Specification for Application and Finishing of Gypsum Board

Table 2508.1, 2509.2

C841—03(2013)

Specification for Installation of Interior Lathing and Furring

Table 2508.1, Table 2511.1.1

C842—05(2015)

Specification for Application of Interior Gypsum Plaster

Table 2511.1.1, 2511.3, 2511.4

C843—99(2012)

Specification for Application of Gypsum Veneer Plaster

Table 2511.1.1

C844—2015

Specification for Application of Gypsum Base to Receive Gypsum Veneer Plaster

Table 2508.1

C847—14a

Specification for Metal Lath

Table 2507.2

C887—13

Specification for Packaged, Dry Combined Materials for Surface Bonding Mortar

1805.2.2, 2103.2.2

C897—15

Specification for Aggregate for Job-mixed Portland Cement-based Plaster

Table 2507.2

C920—14a

Standard for Specification for Elastomeric Joint Sealants

Table 2506.2

C926—15b

Specification for Application of Portland Cement-based Plaster

2109.2.4.8, 2510.3, Table 2511.1.1, 2511.3, 2511.4, 2512.1, 2512.1.2, 2512.2, 2512.6, 2512.8.2, 2512.9, 2513.7

C932—06(2013)

Specification for Surface-applied Bonding Compounds for Exterior Plastering

Table 2507.2

C933—14

Specification for Welded Wire Lath

Table 2507.2

C946—10

Specification for Construction of Dry-stacked, Surface-bonded Walls

2103.2.2, 2114.5

C954—15

Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 inch (0.84 mm) to 0.112 inch (2.84 mm) in Thickness

Table 2506.2, Table 2507.2

C956—04(2015)

Specification for Installation of Cast-in-place Reinforced Gypsum Concrete

2514.1

C957/C957M—15

Specification for High-solids Content, Cold Liquid-applied Elastomeric Waterproofing Membrane with Integral Wearing Surface

1507.15.2

C989—16e1

[OSHPD] Standard Specification for Slag Cement for Use in Concrete and Mortars

1910.2.1, 1910A.1

C989—17

[DSA-SS, DSA-SS/CC] Standard Specification for Slag Cement for Use in Concrete and Mortars

1909.2.3, 1910A.1

C1002—14

Specification for Steel Self-piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs

Table 2506.2, Table 2507.2

C1007—11a(2015)

Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories

Table 2508.1, Table 2511.1.1

C1019—16

Test Method for Sampling and Testing Grout

2115.6.1, 2105A.3, 2105.3

C1029—15

Specification for Spray-applied Rigid Cellular Polyurethane Thermal Insulation

1507.14.2

C1032—14

Specification for Woven Wire Plaster Base

Table 2507.2

C1047—14a

Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base

Table 2506.2, Table 2507.2

C1063—15a

Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster

2109.2.4.8, 2510.3, Table 2511.1.1, 2512.1.1

C1088—14

Specification for Thin Veneer Brick Units Made from Clay or Shale

Table 721.1(2)

C1157/C1157M—17

Standard Performance Specification for Hydraulic Cement

1903.1, 1909.2.3, 1910.2.1, 1910A.1, Table 2507.2

C1167—11

Specification for Clay Roof Tiles

1507.3.4

C1177/C1177M—13

Specification for Glass Mat Gypsum Substrate for Use as Sheathing

Table 1508.2, Table 2506.2

C1178/C1178M—13

Specification for Coated Mat Water-resistant Gypsum Backing Panel

Table 2506.2, Table 2509.2

C1186—08(2012)

Specification for Flat Fiber Cement Sheets

1403.10, 1404.16.1, 1404.16.2

C1249—06a(2010)

Standard Guide for Secondary Seal for Sealed Insulated Glass Units for Structural Sealant Glazing Applications

2410.1.1

C1261—13

Specification for Firebox Brick for Residential Fireplaces

2111.6, 2111.9

C1278/C1278M—07a(2011)

Specification for Fiber-reinforced Gypsum Panel

Table 1508.2, Table 2506.2

C1280—13a

Specification for Application of Exterior Gypsum Panel Products for Use as Sheathing

Table 2508.1, 2508.2

C1283—11

Practice for Installing Clay Flue Lining

2113.9.1, 2113.12

C1288—14

Standard Specification for Discrete Nonasbestos Fiber-cement Interior Substrate Sheets

Table 2509.2

C1289—15

Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

Table 1508.2, 2603.10, Table 2603.12.1, Table 2603.12.2

C1313/C1313M—13

Standard Specification for Sheet Radiant Barriers for Building Construction Applications

1509.4

C1325—14

Standard Specification for Nonasbestos Fiber-mat Reinforced Cement Backer Units

Table 2509.2

C1328/C1328M—12

Specification for Plastic (Stucco Cement)

Table 2507.2

C1364—10B

Standard Specification for Architectural Cast Stone

2103.1

C1392—00(2014)

Standard Guide for Evaluating Failure of Structural Sealant Glazing

2410.1.2, 2410.1.3

C1394—03(2012)

Standard Guide for In-Situ Structural Silicone Glazing Evaluation

2410.1.3

C1396/C1396M—14a

Specification for Gypsum Board

Figure 722.5.1(2), Figure 722.5.1(3), Table 2506.2

C1401—14

Standard Guide for Structural Sealant Glazing

2410.1

C1492—03(2009)

Standard Specification for Concrete Roof Tile

1507.3.5

C1568—08(2013)

Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Mechanical Uplift Resistance Method)

1504.2.1.1

C1586—05(2011)

Standard Guide for Quality Assurance of Mortars

2105.3

C1600/C1600M—11

Standard Specification for Rapid Hardening Hydraulic Cement

Table 2507.2

C1629/C1629M—15

Standard Classification for Abuse-resistant Nondecorated Interior Gypsum Panel Products and Fiber-reinforced Cement Panels

403.2.3.1, 403.2.3.2, 403.2.3.4

C1658/C1658M—13

Standard Specification for Glass Mat Gypsum Panels

Table 2506.2

C1670—16

Standard Specification for Adhered Manufactured Stone Masonry Veneer Units

2103.1

C1766—13

Standard Specification for Factory-laminated Gypsum Panel Products

Table 2506.2

D25—12

Specification for Round Timber Piles

1810.3.2.4, 2303.1.12

D41/D41M—11

Specification for Asphalt Primer Used in Roofing, Dampproofing and Waterproofing

Table 1507.10.2

D43/D43M—00(2012)e1

Specification for Coal Tar Primer Used in Roofing, Dampproofing and Waterproofing

Table 1507.10.2

D56—05(2010)

Test Method for Flash Point by Tag Closed Cup Tester

202

D86—15

Test Method for Distillation of Petroleum Products and Liquid Fuels at Atmospheric Pressure

202

D93—15

Test Methods for Flash Point by Pensky-Martens Closed Cup Tester

202

D226/D226M—09

Specification for Asphalt-saturated Organic Felt Used in Roofing and Waterproofing

1403.2, 1505.2, 1507.1.1, Table 1507.1.1(1), 1507.3.3, Table 1507.8, 1507.9.5, Table 1507.10.2, 1507.18.3, 1507.18.4.1

D227/D227M—03(2011)e1

Specification for Coal-tar-saturated Organic Felt Used in Roofing and Waterproofing

Table 1507.10.2

D312/D312M—15

Specification for Asphalt Used in Roofing

Table 1507.10.2

D422—63(2007)e2

Test Method for Particle-size Analysis of Soils

1803.5.3

D448—2012

Standard Classification for Sizes of Aggregate for Road and Bridge Construction

1507.12.3, 1507.13.3

D450/D450M—07(2013)e1

Specification for Coal-tar Pitch Used in Roofing, Dampproofing and Waterproofing

Table 1507.10.2

D635—14

Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position

2606.4

D1143/D1143M—07(2013)

Test Methods for Deep Foundations Under Static Axial Compressive Load

1810.3.3.1.2

D1227—13

Specification for Emulsified Asphalt Used as a Protective Coating for Roofing

Table 1507.10.2, 1507.15.2

D1557—12e1

Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort [56,000 ft-lb/ft³ (2,700 kN m/m³)]

1705.6, 1804.6

D1586—11

Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils

1813, 1813A.2

D1863/D1863M—05(2011)e1

Specification for Mineral Aggregate Used on Built-up Roofs

Table 1507.10.2

D1929—16

Standard Test Method for Determining Ignition Temperature of Plastics

402.6.4.4, 406.7.2, 1406.11.2.1, 1406.11.3.3, 1406.11.4.2, 1408.11.2.1, 2606.4

D1970/D1970M—15a

Specification for Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection

1507.1.1, 1502.2.8.2, 1507.3.9, 1507.5.7, 1507.8.8, 1507.9.9, 1507.11.2.1, 1507.18.4.1

D2178/D2178M—15

Specification for Asphalt Glass Felt Used in Roofing and Waterproofing

Table 1507.10.2

D2487—11

Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

Table 1610.1, 1803.5.1

D2626/D2626M—04(2012)e1

Specification for Asphalt Saturated and Coated Organic Felt Base Sheet Used in Roofing

Table 1507.1.1(1), 1507.3.3, Table 1507.10.2

D2822/D2822M—05(2011)e1

Specification for Asphalt Roof Cement, Asbestos Containing

Table 1507.10.2

D2823/D2823M—05(2011)e1

Specification for Asphalt Roof Coatings, Asbestos Containing

Table 1507.10.2

D2824/D2824M—13

Standard Specification for Aluminum-pigmented Asphalt Roof Coatings, Nonfibered and Fibered without Asbestos

Table 1507.10.2

D2843—16

Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics

2606.4

D2859—16

Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials

804.4.1, 804.4.2

D2898—10

Test Methods for Accelerated Weathering of Fire-retardant-treated Wood for Fire Testing

1505.1, 2303.2.4, 2303.2.6

D3019—08

Specification for Lap Cement Used with Asphalt Roll Roofing, Nonfibered, Asbestos Fibered and Nonasbestos Fibered

Table 1507.10.2

D3161/D3161M—15

Test Method for Wind Resistance of Steep Slope Roofing Products (Fan Induced Method)

1504.1.1, Table 1504.1.1, 1504.3.3, 1507.17.8

D3200—74(2012)

Standard Specification and Test Method for Establishing Recommended Design Stresses for Round Timber Construction Poles

2303.1.12

D3201/D3201M—13

Test Method for Hygroscopic Properties of Fire-retardant-treated Wood and Wood-based Products

2303.2.7

D3278—96(2011)

Test Methods for Flash Point of Liquids by Small Scale Closed-cup Apparatus

202

D3462/D3462M—10a

Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules

1507.2.4

D3468/D3468M—99(2013)e1

Specification for Liquid-applied Neoprene and Chlorosulfonated Polyethylene Used in Roofing and Waterproofing

1507.15.2

D3498—03(2011)

Standard Specification for Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems

703.9

D3679—13

Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding

1403.9, 1404.14

D3689/D3698M—07(2013)e1

Test Methods for Deep Foundations under Static Axial Tensile Load

1810.3.3.1.5

D3737—12

Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam)

2303.1.3

D3746—85(2008)

Test Method for Impact Resistance of Bituminous Roofing Systems

1504.7

D3747—79(2007)

Specification for Emulsified Asphalt Adhesive for Adhering Roof Insulation

Table 1507.10.2

D3909/D3909M—14

Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules

1507.2.8.2, 1507.6.5, Table 1507.10.2

D3957—09

Standard Practices for Establishing Stress Grades for Structural Members Used in Log Buildings

2303.1.11

D3966—07(2013)

Standard Test Method for Deep Foundations Under Lateral Loads

1810A.3.3.2

D4022/D4022M—07(2012)e1

Specification for Coal Tar Roof Cement, Asbestos Containing

Table 1507.10.2

D4272—15

Test Method for Total Energy Impact of Plastic Films by Dart Drop

1504.7

D4318—10e1

Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils

1803.5.3

D4434/D4434M—12

Specification for Poly (Vinyl Chloride) Sheet Roofing

1507.13.2

D4479/D4479M—07(2012)e1

Specification for Asphalt Roof Coatings—Asbestos-free

Table 1507.10.2

D4586/D4586M—07(2012)e1

Specification for Asphalt Roof Cement—Asbestos-free

Table 1507.10.2

D4601/D4601M—04(2012)e1

Specification for Asphalt-coated Glass Fiber Base Sheet Used in Roofing

Table 1507.10.2, 1507.11.2.1

D4637/D4637M—14e1

Specification for EPDM Sheet Used in Single-ply Roof Membrane

1507.12.2

D4829—11

Test Method for Expansion Index of Soils

1803.5.3

D4869/D4869M—15

Specification for Asphalt-saturated (Organic Felt) Underlayment Used in Steep Slope Roofing

1507.1.1, Table 1507.1.1(1), 1507.18.3, 1507.18.4.1

D4897/D4897M—01(2009)

Specification for Asphalt-coated Glass Fiber Venting Base Sheet Used in Roofing

Table 1507.10.2

D4945—12

Test Method for High-strain Dynamic Testing of Deep Foundations

1810.3.3.1.2

D4990—97a(2013)

Specification for Coal Tar Glass Felt Used in Roofing and Waterproofing

Table 1507.10.2

D5019—07a

Specification for Reinforced Nonvulcanized Polymeric Sheet Used in Roofing Membrane

1507.12.2

D5055—13e1

Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-joists

2303.1.2

D5456—14b

Specification for Evaluation of Structural Composite Lumber Products

2303.1.10

D5516—09

Test Method of Evaluating the Flexural Properties of Fire-retardant Treated Softwood Plywood Exposed to Elevated Temperatures

2303.2.5.1

D5643/D5643M—06(2012)e1

Specification for Coal Tar Roof Cement, Asbestos-free

Table 1507.10.2

D5664—10

Standard Test Method for Evaluating the Effects of Fire-retardant Treatment and Elevated Temperatures on Strength Properties of Fire-retardant Treated Lumber

2303.2.5.2

D5665/D5665M—99a(2014)e1

Specification for Thermoplastic Fabrics Used in Cold-applied Roofing and Waterproofing

Table 1507.10.2

D5726—98(2013)

Specification for Thermoplastic Fabrics Used in Hot-applied Roofing and Waterproofing

Table 1507.10.2

D5778—12

Standard Test Method for Electronic Friction Cone and Piezocone Penetration Testing of Soils

1813, 1813A.2

D6083—05e01

Specification for Liquid Applied Acrylic Coating Used in Roofing

Table 1507.10.2, Table 1507.14.3, 1507.15.2

D6162/D6162M—00a(2015)e1

Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements

1507.11.2

D6163/D6163M—00(2015)e1

Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements

1507.11.2

D6164/D6164M—11

Specification for Styrene-butadiene-styrene (SBS) Modified Bituminous Sheet Metal Materials Using Polyester Reinforcements

1507.11.2

D6222/D6222M—11

Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using Polyester Reinforcements

1507.11.2

D6223/D6223M—02(2009)e1

Specification for Atactic Polypropylene (APP) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements

1507.11.2

D6298—13

Specification for Fiberglass Reinforced Styrene-butadiene-styrene (SBS) Modified Bituminous Sheets with a Factory Applied Metal Surface

1507.11.2

D6305—08(2015)e1

Practice for Calculating Bending Strength Design Adjustment Factors for Fire-retardant-treated Plywood Roof Sheathing

2303.2.5.1

D6380/D6380M—03(2013)e1

Standard Specification for Asphalt Roll Roofing (Organic) Felt

Table 1507.1.1(1), 1507.2.8.2, 1507.3.3, 1507.6.5

D6464—03a(2009)e1

Standard Specification for Expandable Foam Adhesives for Fastening Gypsum Wallboard to Wood Framing

Table 2506.2, 2508.4

D6509/D6509M—09(2015)

Standard Specification for Atactic Polypropylene (APP) Modified Bituminous Base Sheet Materials Using Glass Fiber Reinforcements

1507.11.2

D6694/D6694M—08(2013)e1

Standard Specification for Liquid-applied Silicone Coating Used in Spray Polyurethane Foam Roofing Systems

Table 1507.14.3, 1507.15.2

D6754/D6754M—10

Standard Specification for Ketone Ethylene Ester Based Sheet Roofing

1507.13.2

D6757—2013

Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep Slope Roofing

1507.1.1, Table 1507.1.1(1), 1507.18.3, 1507.18.4.1

D6841—08

Standard Practice for Calculating Design Value Treatment Adjustment Factors for Fire-retardant Treated Lumber

2303.2.5.2

D6878/D6878M—13

Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing

1507.13.2

D6947/D6947M—07(2013)e1

Standard Specification for Liquid Applied Moisture Cured Polyurethane Coating Used in Spray Polyurethane Foam Roofing System

Table 1507.14.3, 1507.15.2

D7032—14

Standard Specification for Establishing Performance Ratings for Wood, Plastic Composite Deck Boards and Guardrail Systems (Guards or Rails)

705.2.3.1, 2612.2, 2612.4, 2612.5.1

D7147—11

Specification for Testing and Establishing Allowable Loads of Joist Hangers

2303.5, 2304.10.3

D7158/D7158M—16

Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method)

1504.1.1, Table 1504.1.1

D7254—15

Standard Specification for Polypropylene (PP) Siding

1403.12

D7425/D7425M—13

Standard Specification for Spray Polyurethane Foam Used for Roofing Applications

1507.14.2

D7655/D7655M—12

Standard Classification for Size of Aggregate Used as Ballast for Roof Membrane Systems

1507.12.3, 1507.13.3

D7672—14

Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies

2303.1.13

E84—16

Standard Test Methods for Surface Burning Characteristics of Building Materials

202, 402.6.4.4, 406.7.2, 703.5.2, 720.1, 720.4, 803.1.2, 803.5.2, 803.10, 803.11, 803.12, 803.13, 806.7, 1402.5, 1403.12.1, 1406.9, 1406.10.1, 1408.9, 1408.10.1, 1510.6.2, 1510.6.3, 2303.2, 2603.3, 2603.4.1.13, 2603.5.4, 2603.5.5, 2603.7, 2604.2.4, 2606.4, 2612.3, 2614.3, 3105.3, D102.2.8

E90—09

Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

1206.2, 1206.2.1

E96/E96M—15

Standard Test Methods for Water Vapor Transmission of Materials

202

E108—16

Standard Test Methods for Fire Tests of Roof Coverings

1505.1, 2603.6, 2610.2, 2610.3

E119—16

Standard Test Methods for Fire Tests of Building Construction and Materials

703.2, 703.2.1, 703.2.3, 703.2.5, 703.3, 703.4, 703.6, 704.12, 705.7, 705.8.5, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.1, 715.4, Table 716.1(1), Table 716.1(2), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1

E136—16

Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C

703.5.1

E283—04(2012)

Standard Test Method for Determining Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences across the Specimen

202

E330/E330M—14

Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

1709.5.2

E331—00(2009)

Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference

1402.2

E492—09

Test Method for Laboratory Measurement of Impact Sound Transmission Through Floor-ceiling Assemblies Using the Tapping Machine

1206.3

E580/E580M—17

Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions

1617.10.16, 1617A.1.21

E605/E605M—93(2015)e1

Test Method for Thickness and Density of Sprayed Fire-resistive Material (SFRM) Applied to Structural Members

1705.14.4.1, 1705.14.4.2, 1705.14.4.5, 1705.14.5

E648—15e1

Standard Test Method for Critical Radiant Flux of Floor-covering Systems Using a Radiant Heat Energy Source

406.2.4, 424.2, 804.2, 804.3, 804.4.1, 804.4.2

E662—17a

Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials

804.4.1, 804.4.2

E681—09(2015)

Test Methods for Concentration Limits of Flammability of Chemical Vapors and Gases

202

E736/E736M—00(2015)e1

Test Method for Cohesion/Adhesion of Sprayed Fire-resistive Materials Applied to Structural Members

704.13.3.2, 1705.14.6

E814—2013A

Test Method for Fire Tests of Penetration Firestop Systems

202, 714.4.1.2, 714.4.2, 714.5.1.2

E970—14

Standard Test Method for Critical Radiant Flux of Exposed Attic Floor Insulation Using a Radiant Heat Energy Source

720.3.1

E1300—12ae1

Practice for Determining Load Resistance of Glass in Buildings

2404.1, 2404.2, 2404.3.1, 2404.3.2, 2404.3.3, 2404.3.4, 2404.3.5

E1354—16

Standard Test Method for Heat and Visible Smoke Release Rates for Materials and Products Using an Oxygen Consumption Calorimeter

424.2

E1592—05(2012)

Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

1504.3.2

E1602—03(2010)e1

Guide for Construction of Solid Fuel-burning Masonry Heaters

2112.2

E1886—13A

Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials

1609.2

E1966—15

Standard Test Method for Fire-resistive Joint Systems

202, 715.3

E1996—14a

Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

1609.2, 1609.2.2

E2072—14

Standard Specification for Photoluminescent (Phosphorescent) Safety Markings

1025.4

E2174—14b

Standard Practice for On-site Inspection of Installed Fire Stops

1705.17.1

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

1407.4.1

E2307—15b

Standard Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using the Intermediate-scale, Multistory Test Apparatus

715.4

E2353—14

Standard Test Methods for Performance of Glazing in Permanent Railing Systems, Guards and Balustrades

2407.1.2

E2393—10a(2015)

Standard Practice for On-site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers

1705.17.2

E2404—15a

Practice for Specimen Preparation and Mounting of Textile, Paper or Polymeric (Including Vinyl) and Wood Wall or Ceiling Coverings, Facing and Veneers to Assess Surface Burning Characteristics

803.5.2, 803.12

E2556/E2556M—10

Standard Specification for Vapor Permeable Flexible Sheet Water-resistive Barriers Intended for Mechanical Attachment

2510.6

E2568—09e1

Standard Specification for PB Exterior Insulation and Finish Systems

1407.2

E2570/E2570M—07(2014)e1

Standard Test Method for Evaluating Water-resistive Barrier (WRB) Coatings Used under Exterior Insulation and Finish Systems (EIFS) for EIFS with Drainage

1407.4.1.1, 1705.16.1

E2573—12

Standard Practice for Specimen Preparation and Mounting of Site-fabricated Stretch Systems to Assess Surface Burning Characteristics

803.10

E2579—13

Standard Practice for Specimen Preparation and Mounting of Wood Products to Assess Surface Burning Characteristics

803.11

E2599—15

Standard Practice for Specimen Preparation and Mounting of Reflective Insulation, Radiant Barrier and Vinyl Stretch Ceiling Materials for Building Applications to Assess Surface Burning Characteristics

2614.3

E2632/E2632M—13

Standard Test Method for Evaluating the Under-Deck Fire Test Response of Deck Materials

709A.3, 709A.4, 709A.4.1, 709A.5

E2634—11(2015)

Standard Specification for Flat Wall Insulating Concrete Form (ICF) Systems

1903.4

E2707—15

Standard Test Method for Determining Fire Penetration of Exterior Wall Assemblies Using a Direct Flame Impingement Exposure

707A.3, 707A.3.1, 708A.3

E2726/E2726—12a

Standard Test Method for Evaluating the Fire-Test-Response of Deck Structures to Burning Brands

709A.3, 709A.4, 709A.4.2

E2751/E2751M—13

Practice for Design and Performance of Supported Laminated Glass Walkways

2409.1

E3121—17

[OSHPD] Standard Test Methods for Field Testing of Anchors in Concrete or Masonry

1901.3.4.2, 1910A.5.2

F547—06(2012)

Terminology of Nails for Use with Wood and Wood-base Materials

Table 2506.2

F606/F606M—16

Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets

2213.1, 2213A.1

F1292—99

Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment

11B-1008.2.6.2

F1292—04

Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment

11B-1008.2.6.2

F1487—01

Standard Consumer Safety Performance Specification for Playground Equipment for Public Use

202-USE ZONE

F1667—15

Specification for Driven Fasteners: Nails, Spikes and Staples

Table 721.1(2), Table 721.1(3), 1507.2.5, 1507.17.5, 2303.6, Table 2304.10.1, 2304.10.5, Table 2506.2, Table 2603.13.1, Table 2603.13.2

F1951—99

Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment

11B-1008.2.6.1

F2006—17

Standard/Safety Specification for Window Fall Prevention Devices for Nonemergency Escape (Egress) and Rescue (Ingress) Windows

1015.8

F2090—17

Specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release Mechanisms

1015.8, 1015.8.1

F2200—14

Standard Specification for Automated Vehicular Gate Construction

3110.2

G152—13

Practice for Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

1504.6

G154—12a

Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials

1504.6

G155—13

Practice for Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials

1504.6

AWC

American Wood Council

222 Catoctin Circle SE, Suite 201

Leesburg, VA 20175

AWC WCD No. 4—2003

Wood Construction Data—Plank and Beam Framing for Residential Buildings

2306.1.2

ANSI/AWC WFCM—2018

Wood Frame Construction Manual for One- and Two-Family Dwellings

1609.1.1, 1609.1.1.1, 2302.1, 2308.2.4, 2308.6.7.2, 2309.1

ANSI/AWC NDS—2018

National Design Specification (NDS) for Wood Construction—with 2018 NDS Supplement

202, 722.1, Table 1604.3, 1809.12, 1810.3.2.4, Table 1810.3.2.6, 1905.1.8, 2304.13, 2306.1, Table 2306.2(1), Table 2306.2(2), Table 2306.3(1), Table 2306.3(2), 2307.1, Table 2603.1.3.1, Table 2603.13.2

AWC STJR—2015

Span Tables for Joists and Rafters

2306.1.1, 2308.4.2.1, 2308.7.1, 2308.7.2

ANSI/AWC PWF—2015

Permanent Wood Foundation Design Specification

1805.2, 1807.1.4, 2304.10.5.2

ANSI/AWC SDPWS—2015

Special Design Provisions for Wind and Seismic

202, 2305.1, 2305.2, 2305.3, 2306.1, 2306.2, 2306.3, Table 2306.3(1), Table 2306.3(3), 2307.1

AWCI

Association of the Wall and Ceiling Industry

513 West Broad Street, Suite 210

Falls Church, VA 22046

12-B—14

Technical Manual 12B, Third Edition; Standard Practice for the Testing and Inspection of Field Applied Thin Film Intumescent Fire-resistive Materials; an Annotated Guide

1705.15

AWPA

American Wood Protection Association

P.O. Box 361784

Birmingham, AL 35236-1784

C1—03

All Timber Products—Preservative Treatment by Pressure Processes

1505.6

M4—16

Standard for the Care of Preservative-treated Wood Products

1810.3.2.4.1, 2303.1.9

U1—17

USE CATEGORY SYSTEM: User Specification for Treated Wood Except Commodity Specification H

Table 1507.9.6, 1807.1.4, 1807.3.1, 1809.12, 1810.3.2.4.1, 1812.2, 1812A.2, 2303.1.9, 2304.12.1, 2304.12.2, 2304.12.3, 2304.12.4, 2304.12.5

AWS

American Welding Society

8669 NW 36 Street, #130

Miami, FL 33166

D1.1/D1.1M—15

Structural Welding Code—Steel

Table 1705A.2.1, 1705A.2.5, 2204.1.1, 2204A.1.1, 2212.6.2, 2213.2, 2213A.2

D1.2/D1.2M—15

Structural Welding Code—Aluminum

2003.1

D1.3/D1.3M—08

Structural Welding Code—Sheet Steel

Table 1705A.2.1, 1705A.2.5

D1.4/D1.4M—2011

Structural Welding Code—Reinforcing Steel Including Metal Inserts and Connections In Reinforced Concrete Construction

1704.5, 1704A.5, Table 1705A.2.1, 1705.2.5, 1705A.2.5, Table 1705.3, 1705.3.1, 1705A.3.1, 1903.8, 1903A.8, 2107.3

D1.8/D1.8M—2016

Structural Welding Code — Seismic Supplement

Table 1705A.2.1, 1705A.2.5, 1705.2.5

QC1—2016

Specification for AWS Certification of Welding Inspectors

1705.2.5, 1705A.2.5

BHMA

Builders Hardware Manufacturers' Association

355 Lexington Avenue, 15th Floor

New York, NY 10017-6603

A 156.10—2011

Power Operated Pedestrian Doors

1010.1.4.2, 11B-404.2.9, 11B-404.3

A 156.19—2013

Standard for Power Assist and Low Energy Power Operated Doors

1010.1.4.2, 11B-404.2.9, 11B-404.3, 11B-408.3.2.1, 11B-409.3.1

A 156.27—2011

Power and Manual Operated Revolving Pedestrian Doors

1010.1.4.1.1

A 156.38—2014

Low Energy Power Operated Sliding and Folding Doors

1010.1.4.2

CEN

European Committee for Standardization (CEN)

Central Secretariat
Rue de Stassart 36

B-10 50 Brussels

EN 1081—98

Resilient Floor Coverings—Determination of the Electrical Resistance

406.7.1

BS EN 15250—2007

Slow Heat Release Appliances Fired by Solid Fuel Requirements and Test Methods

2112.2, 2112.5

CPA

Composite Panel Association

19465 Deerfield Avenue, Suite 306

Leesburg, VA 20176

ANSI A135.4—2012

Basic Hardboard

1403.3.1, 2303.1.7

ANSI A135.5—2012

Prefinished Hardboard Paneling

2303.1.7, 2304.7

ANSI A135.6—2012

Engineered Wood Siding

1403.3.2, 2303.1.7

A208.1—2016

Particleboard

2303.1.8, 2303.1.8.1

CPSC

Consumer Product Safety Commission

4330 East/West Highway

Bethesda, MD 20814

16 CFR Part 1201 (2002)

Safety Standard for Architectural Glazing Material

2406.2, Table 2406.2(1), 2406.3.1, 2407.1, 2407.1.4.1, 2408.2.1, 2408.3, 2409.2, 2409.3.1, 2409.4.1

16 CFR Part 1209 (2002)

Interim Safety Standard for Cellulose Insulation

720.6

16 CFR Part 1404 (2002)

Cellulose Insulation

720.6

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

804.4.1

CSA

Canadian Standards Association

8501 East Pleasant Valley Road

Cleveland, OH 44131-5516

AAMA/WDMA/CSA 101/I.S.2/A440—17

North American Fenestration Standard/Specifications for Windows, Doors and Unit Skylights

1709.5.1, 2405.5

ASME A17.1/CSA B44 the edition as referenced in

Safety Code for Elevators and Escalators, California Code of Regulations, Title 8, Division 1, Chapter 4, Subchapter 6, Elevator Safety Orders

907.3.3, 911.1.6, 1009.4.1, 1607.10.1, 3001.2, Table 3001.3, 3001.5, 3002.5, 3003.2, 3007.1, 3008.1.4, 3008.7.1

ASME A17.7—2007/CSA B44.7—07

Performance-based Safety Code for Elevators and Escalators

Table 3001.3, 3001.5, 3002.5

CSSB

Cedar Shake & Shingle Bureau

P. O. Box 1178

Sumas, WA 98295-1178

CSSB—97

Grading and Packing Rules for Western Red Cedar Shakes and Western Red Shingles of the Cedar Shake and Shingle Bureau

Table 1507.8.5, Table 1507.9.6

DASMA

DASMA Door & Access Systems
Manufacturers Association

1300 Sumner Avenue

Cleveland, OH 44115-2851

ANSI/DASMA 103—2017

Standard for Counterbalance Systems on Residential Sectional Garage Doors

1210.4

ANSI/DASMA 107—2017

Room Fire Test Standard for Garage Doors Using Foam Plastic Insulation

2603.4.1.9

ANSI/DASMA 108—2017

Standard Method for Testing Sectional Garage Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Uniform Static Air Pressure Difference

1709.5.2

ANSI/DASMA 115—2016

Standard Method for Testing Sectional Garage Doors, Rolling Doors and Flexible Doors: Determination of Structural Performance Under Missile Impact and Cyclic Wind Pressure

1609.2.3

DOC

U.S. Department of Commerce

National Institute of Standards and Technology
1401 Constitution Avenue NW

Washington, DC 20230

PS 1—09

Structural Plywood

2303.1.5, 2304.7, Table 2304.8(4), Table 2304.8(5), Table 2306.2(1), Table 2306.2(2)

PS 2—10

Performance Standard for Wood-based Structural-use Panels

2303.1.5, 2304.7, Table 2304.8(5), Table 2306.2(1), Table 2306.2(2)

PS 20—05

American Softwood Lumber Standard

202, 1810.3.2.4, 2303.1.1

DOL

U.S. Department of Labor

Occupational Safety and Health Administration
c/o Superintendent of Documents
U.S. Government Printing Office

Washington, DC 20402-9325

29 CFR Part 1910.1000 (2015)

Air Contaminants

202

DOTn

U.S. Department of Transportation

Office of Hazardous Material Safety
1200 New Jersey Avenue, SE
East Building, 2nd Floor

Washington, DC 20590

49 CFR Parts 100—185—2015

Hazardous Materials Regulations

202

49 CFR Parts 173.137—(2009)

Shippers—General Requirements for Shipments and Packaging—Class 8—Assignment of Packing Group

202

49 CFR Parts 173—178—2015

Specification of Transportation of Explosive and Other Dangerous Articles, UN 0335, UN 0336 Shipping Containers

202

FEMA

Federal Emergency Management Agency

Federal Center Plaza
500 C Street S.W.

Washington, DC 20472

FEMA-TB-11—01

Crawlspace Construction for Buildings Located in Special Flood Hazard Areas

1805.1.2.1

FM Approvals

Headquarters Office
1151 Boston-Providence Turnpike
P.O. Box 9102

Norwood, MA 02062

FM 1950—2016

American National Standard for Seismic Sway Braces for Pipe, Tubing and Conduit

1705A.13.2, 1705.13.2

3260—00

Radiant Energy-Sensing Fire Detectors for Automatic Fire Alarm Signaling.

910.3.1

3011—99

Approval Standard for Central Station Service for Fire Alarm and Protective Equipment Supervision

910.3.1

FM 4430—12

Approved Standard for Smoke and Heat Vents

910.3.2

4430—80

Acceptance Criteria for Smoke and Heat Vents

910.3.1

4430—2012

Approval Standard for Heat and Smoke Vents

910.3.1

4450—(1989)

Approval Standard for Class 1 Insulated Steel Deck Roofs—with Supplements through July 1992

1509.2

4470—2016

Approval Standard for Single-ply Polymer-modified Bitumen Sheet, Built-up Roof (BUR) and Liquid Applied Roof Assemblies for Use in Class 1 and Noncombustible Roof Deck Construction

1504.7

4474—2011

American National Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies Using Static Positive and/or Negative Differential Pressures

1504.3.1, 1504.3.2, 1504.3.3

4880—2015

Approval Standard for Class 1 Fire Rating of Building Panels or Interior Finish Materials

2603.4, 2603.9

Gypsum Association

6525 Belcrest Road, Suite 480

Hyattsville, MD 20782

GA 216—2016

Application and Finishing of Gypsum Panel Products

Table 2508.1, 2509.2

GA 600—2015

Fire-resistance Design Manual, 21st Edition

Table 721.1(1), Table 721.1(2), Table 721.1(3)

HPVA

Hardwood Plywood & Veneer Association

1825 Michael Faraday Drive

Reston, VA 20190

ANSI/HPVA HP-1—2016

American National Standard for Hardwood and Decorative Plywood

2303.3, 2304.7

ICC

International Code Council, Inc.

500 New Jersey Ave NW
6th Floor

Washington, DC 20001

ICC 300—17

ICC Standard on Bleachers, Folding and Telescopic Seating and Grandstands

1029.1.1, 1029.7, Table 1607.1

ICC 400—17

Standard on Design and Construction of Log Structures

2302.2

ICC 500—14

ICC/NSSA Standard on the Design and Construction of Storm Shelters

202, 423.1, 423.2, 423.3, 423.4, 1604.5.1, 1604.10

ICC 600—14

Standard for Residential Construction in High-wind Regions

1609.1.1, 1609.1.1.1, 2308.2.4

ICC 900/SRCC 300—2015

Solar Thermal System Standard

3111.2.1

ICC 901/SRCC 100—2015

Solar Thermal Collector Standard

3111.2.1

ICC-ES AC 01—18*

Acceptance Criteria for Expansion Anchors in Masonry Elements

1617A.1.19

ICC-ES AC 58—18*

Acceptance Criteria for Adhesive Anchors in Masonry Elements

1617A.1.19

ICC-ES AC 70—18*

Acceptance Criteria for Fasteners Power-Driven into Concrete, Steel and Masonry Elements

1617A.1.20

ICC-ES AC 77

Acceptance Criteria for Smoke Containment Systems Used with Fire-resistance-rated Elevator Hoistway Doors and Frames

707.14.1

ICC-ES AC 106—18*

Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Masonry

1617A.1.19

ICC-ES AC 125—18*

Acceptance Criteria for Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Externally Bonded Fiber-Reinforced Polymer (FRP) Composite Systems

1911A.3, 1911.3

ICC-ES AC 156—18*

Acceptance Criteria for Seismic Certification by Shake-Table Testing of Nonstructural Components

1705A.13.3

ICC-ES AC 178—18*

Acceptance Criteria for Inspection and Verification of Concrete, and Reinforced and Unreinforced Masonry Strengthening Using Fiber-Reinforced Polymer (FRP) Composite Systems

1911A.3, 1911.3

ICC-ES AC 193—18*

Acceptance Criteria for Mechanical Anchors in Concrete Elements

1617A.1.19, 1901.3.2

ICC-ES AC 232—18*

Acceptance Criteria for Anchor Channels in Concrete Elements

1617A.1.19, 1901.3.2

ICC-ES AC 308—18*

Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements

1617A.1.19, 1901.3.3

ICC-ES AC 331

Acceptance Criteria for Smoke and Heat Vents

910.3.1

ICC-ES AC 358—18*

Acceptance Criteria for Helical Foundation Systems and Devices

1810A.3.1.5.1, 1810.3.1.5.1

ICC-ES AC 446—18*

Acceptance Criteria for Headed Cast-in Specialty Inserts in Concrete

1617A.1.19, 1901.3.2

SBCCI SSTD 11—97

Test Standard for Determining Wind Resistance of Concrete or Clay Roof Tiles

1504.2.1.1, 1504.2.1.2

* Refers to International Building Code, 2018 as a reference standard.

ISO

International Organization for Standardization

Chemin de Blandonnet 8
CP 401
1214 Vernier

Geneva, Switzerland

ISO 8115—86

Cotton Bales—Dimensions and Density

Table 307.1(1), Table 415.11.1.1.1

ISO 8336—09

Fiber-cement Flat Sheets—Product Specification and Test Methods

1403.10, 1404.16.1, 1404.16.2, Table 2509.2

ISO 9001—15

Quality Management Systems - Requirements

1705A.13.3

MHI

Material Handling Institute

8720 Red Oak Blvd. Suite 201

Charlotte, NC 28217

ANSI MH29.1—08

Safety Requirements for Industrial Scissors Lifts

Table 3001.3

NAAMM

National Association of Architectural Metal Manufacturers

800 Roosevelt Road, Bldg. C, Suite 312

Glen Ellyn, IL 60137

FP 1001—17

Guide Specifications for Design of Metal Flag Poles

1609.1.1

NCMA

National Concrete Masonry Association

13750 Sunrise Valley

Herndon, VA 22071-4662

TEK 5—84(1996)

Details for Concrete Masonry Fire Walls

Table 721.1(2)

NFPA

National Fire Protection Association

1 Batterymarch Park

Quincy, MA 02169-7471

10—18

Standard for Portable Fire Extinguishers

906.2, 906.3.2, 906.3.4, Table 906.3(1), Table 906.3(2)

11—16

Standard for Low Expansion Foam

904.7, 3109F

12—15

Standard on Carbon Dioxide Extinguishing Systems

904.8, 904.12

12A—15

Standard on Halon 1301 Fire Extinguishing Systems

904.9

13—16

Standard for Installation of Sprinkler Systems as amended*

712.1.3.1, 903.3.1.1, 903.3.2, 903.3.8.2, 903.3.8.5, 904.12, 905.3.4, 907.6.4, 1019.3

*NFPA 13, Amended Sections as follows:

Revise Section 2.2 and add publications as follows:

2.2 NFPA Publications.

NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition.

Revise Section 8.15.1.2.15 as follows:

8.15.1.2.15 Exterior columns under 10 ft² (0.93m²) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system, shall not require sprinkler protection.

8.15.5.1 [Not adopted by SFM]

8.15.5.2 [Not adopted by SFM]

Revise Section 8.15.5.3 as follows:

8.15.5.3 Automatic sprinkler system. Automatic fire sprinklers shall not be required in elevator machine rooms, elevator machinery
spaces, control spaces, or hoistways of traction elevators installed in accordance with the applicable provisions in the California Building
Code, where all of the following conditions are met:

The elevator machine room, machinery space, control room, control space, or hoistway of traction elevator is dedicated to
elevator equipment only.
The elevator machinery space, control room, control space, or hoistway of traction elevators is separated from the remainder of
the building by walls and floor/ceiling or roof/ceiling assemblies having a fire-resistance rating of not less than that specified by the applicable building code.
No materials unrelated to elevator equipment are permitted to be stored in elevator machine rooms, machinery spaces, control
rooms, control spaces, or hoistways of traction elevators.
The elevator machinery is not of the hydraulic type.

Add new Sections 8.15.5.6.1 as follows:

8.15.5.6.1 The sprinkler required at the top and bottom of the elevator hoistway by 8.15.5.6 shall not be required where permitted by Chapter 30 of the California Building Code.

Revise Section 8.15.7.1* as follows:

8.15.7.1* Unless the requirements of 8.15.7.2 or 8.15.7.3 are met, sprinklers shall be installed under exterior roofs, canopies, porte-cochere, balconies, decks, or similar projections exceeding 4 ft (1.2 m) in width.

Revise Section 8.15.7.2* as follows:

8.15.7.2* Sprinklers shall be permitted to be omitted where the exterior canopies, roofs, portecocheres, balconies, decks, or similar projections are constructed with materials that are noncombustible, limited-combustible, or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant—Treated Wood and Fire-Retardant Coatings for Building Materials.

Delete Section A.8.15.7.2 of Annex

Revise Section 8.15.7.3

8.15.7.3 Sprinklers shall be permitted to be omitted from below the canopies, roofs, balconies, decks, or similar projections are combustible construction, provided the exposed finish material on the roof, or canopy is noncombustible, limited-combustible, or fire retardant treated wood as defined in NFPA 703, Standard for Fire Retardant—Treated Wood and Fire-Retardant Coatings for Building Materials, and the roofs, or canopies contains only sprinklered concealed spaces or any of the following unsprinklered combustible concealed spaces:

Combustible concealed spaces filled entirely with noncombustible insulation.
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)].
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:

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

Add new Sections 8.16.1.1.1.4 and 8.16.1.1.1.5 as follows:

8.16.1.1.1.4 Where a system includes floor control valves, a hydraulic design information sign containing information for the floor shall be provided at each floor control valve. A hydraulic design information sign shall be provided for each area calculated. The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area.

8.16.1.1.1.5 Control valves, check valves, drain valves, antifreeze valves shall be readily accessible for inspection, testing, and maintenance. Valves located more than 7 feet above the finished floor shall be provided with a means of opening and closing the valve from the floor level.

Add new Sections 8.16.1.6, 8.16.1.6.1, 8.16.1.6.1.1, 8.16.1.6.1.2, 8.16.1.6.1.3, 8.16.1.6.2, as follows:

8.16.1.6 Sectional Valves.

8.16.1.6.1 Private fire service main systems shall have sectional control valves at appropriate points in order to permit sectionalizing the system in the event of a break or for the making of repairs or extensions.

8.16.1.6.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances.

8.16.1.6.1.2 Sectional control valves shall be indicating valves in accordance with Section 6.6.1.3.

8.16.1.6.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser, and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance.

8.16.1.6.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction.

8.16.1.6.2 A valve shall be provided on each bank where a main crosses a body of water or outside the building foundation(s) where the main or section of main runs under a building.

Add new Section 9.1.3.9.1.1 as follows:

9.1.3.9.1.1 Powder-driven studs used for attaching hangers to the building structure are prohibited in Seismic design Categories C, D, E and F.

Revise Section 9.3.5.11.4 as follows:

9.3.5.11.4 Where threaded pipe is used for sway bracing, it shall have a wall thickness of not less than Schedule 40.

Replace Section 9.3.5.12.5 as follows:

9.3.5.12.5 Lag screws or power-driven fasteners shall not be used to attach braces to the building structure.

Replace Section 9.3.5.12.6 as follows:

9.3.5.12.6 Fastening methods other than those identified in 9.3.5.12 shall not apply to other fastening methods, which shall be acceptable for use if certified by a registered professional engineer to support the loads determined in accordance with the criteria in 9.3.5.9. Calculations shall be submitted to the authority having jurisdiction.

Revise Section 9.3.5.12.8.4 as follows:

9.3.5.12.8.4 Concrete anchors other than those shown in Table 9.3.5.12.2(a) through Table 9.3.5.12.2(f) and identified in 9.3.5.11.11 shall be acceptable for use where designed in accordance with the requirements of the building code and certified by a registered professional engineer.

Revise Section 9.3.6.1(3) as follows:

9.3.6.1*(3) No. 12,440 lb (200 Kg) wire installed at least 45 degrees from the vertical plane and anchored on both sides of the pipe. Powder-driven fasteners for attaching restraint is allowed to be used provided that the restraint component does not support the dead load.

Revise Section 10.4.3.1.1 as follows:

10.4.3.1.1 Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints.

Exceptions:

Where allowed in accordance with Section 10.4.3.2.
Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing agency.

Revise Section 11.2.3.1.5.2(9) as follows:

11.2.3.1.5.2(9) Exterior columns under 10 ft² (0.93m²) in total area, formed by studs or wood joist, with no sources of ignition within the column, supporting exterior canopies that are fully protected with a sprinkler system.

Revise Section 11.2.3.2.3.1 as follows:

11.2.3.2.3.1 Where listed quick-response sprinklers, excluding extended coverage quick-response sprinklers, are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be permitted to be reduced without revising the density as indicated in Figure 11.2.3.2.3.1 when all of the following conditions are satisfied:

Wet pipe system
Light hazard occupancy
20 ft (6.1 m) maximum ceiling height
There are no unprotected ceiling pockets as allowed by 8.6.7 and 8.8.7 exceeding 32 ft² (3 m²)

Revise Section 11.2.3.2.3.2 as follows:

11.2.3.2.3.2 The number of sprinklers in the design area shall never be less than seven.

Revise Section 12.1.1.2 as follows:

12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a standard-response operating mechanism with a minimum temperature rating of 360°F (182°C) or 100°F (56°C) above the operating temperature of the sprinklers, whichever is higher.

[Add Section 23.2.1.1 as follows:]

23.2.1.1* Where a waterflow test is used for the purposes of system design, the test shall be conducted no more than 12 6 months prior to working plan submittal unless otherwise approved by the authority having jurisdiction.

Revise Section 25.1 as follows:

25.1 Approval of Sprinkler Systems and Private Fire Service Mains. The installing contractor shall do the following:

Notify the authority having jurisdiction and the property owner or property owner's authorized representative of the time and date testing will be performed.
Perform all required testing (see Section 25.2).
Complete and sign the appropriate contractor's material and test certificate(s) (see Figure 25.1).
Remove all caps and straps prior to placing the sprinkler system in service.
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:

All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed.
NFPA 25, Standard for the Inspection, testing, and maintenance of Water-Based Fire Protection Systems, 2013 California Edition.
Title 19, California Code of Regulations, Chapter 5, "Fire Extinguishing Systems."

Revise Section 25.5.1 as follows:

25.5.1 The installing contractor shall identify a hydraulically designed sprinkler system with a permanently marked weatherproof metal or rigid plastic sign secured with corrosion resistant wire, chain, or other approved means. Such signs shall be placed at the alarm valve, dry pipe valve, preaction valve, or deluge valve supplying the corresponding hydraulically designed area. Pipe schedule systems shall be provided with a sign indicating that the system was designed and installed as a pipe schedule system and the hazard classification(s) included in the design.

Revise Section 25.5.2 as follows:

25.5.2 The sign shall include the following information:

Location of the design area or areas
Discharge densities over the design area or areas
Required flow and pressure of the system at the base of the riser.
Occupancy classification or commodity classification and maximum permitted storage height and configuration
Hose stream allowance included in addition to the sprinkler demand
The name of the installing contractor
Required flow and pressure of the system at the water supply source.
Required flow and pressure of the system at the discharge side of the fire pump where a fire pump is installed.
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.
The minimum discharge flow rate and pressure required from the hydraulically most demanding sprinkler.
The required pressure settings for pressure reducing valves.
For deluge sprinkler systems, the required flow and pressure at the hydraulically most demanding sprinkler or nozzle.
The protection area per sprinkler based on the hydraulic calculations.
The edition of NFPA 13 to which the system was designed and installed.

Revise Section 25.6.1 as follows:

25.6.1 The installing contractor shall provide a general information sign used to determine system design basis and information relevant to the inspection, testing, and maintenance requirements required by NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California Edition.

13D—16	Standard for the Installation of Sprinkler Systems in One- and Two-family Dwellings and Manufactured Homes, as amended*	903.3.1.3
	NFPA 13D, Amended Sections as follows: Revise Section 6.2.2 to read as follows: 6.2.2* Where a well, pump, tank or combination thereof is the source of supply for a fire sprinkler system, the configuration for the system shall be one of the following: The water supply shall serve both domestic and fire sprinkler systems. 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. Any disconnecting means for the pump shall be approved. A method for refilling the tank shall be piped to the tank. A method of seeing the water level in the tank shall be provided without having to open the tank. The pump shall not be permitted to sit directly on the floor. A stand-alone tank is permitted if the following conditions are met: The pump shall be connected to a 220-volt circuit breaker shared with a common household appliance (e.g., range, oven, dryer), The pump shall be a stainless steel 240-volt pump, A valve shall be provided to exercise the pump. The discharge of the exercise valve shall drain to the tank, and A sign shall be provided stating: "Valve must be opened monthly for 5 minutes." 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. 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. Any disconnecting means for the pump shall be approved. A method for refilling the tank shall be piped to the tank. A method of seeing the water level in the tank shall be provided without having to open the tank. The pump shall not be permitted to sit directly on the floor. Add new Section 6.2.2.1 as follows: 6.2.2.1 Where a fire sprinkler system is supplied by a stored water source with an automatically operated means of pressurizing the system other than an electric pump, the water supply may serve the sprinkler system only. Add new Section 6.2.4 as follows: 6.2.4 Where a water supply serves both domestic and fire sprinkler systems, 5 gpm (19 L/min) shall be added to the sprinkler system demand at the point where the systems are connected, to determine the size of common piping and the size of the total water supply requirements where no provision is made to prevent flow into the domestic water system upon operation of a sprinkler. For multipurpose piping systems, the 5 gpm (19 L/min) demand shall be added at the domestic connection nearest the design area. This demand may be split between two domestic connections at 2.5 gpm (10 L/min) each. Revise Section 8.3.4 as follows: 8.3.4* Sprinklers shall not be required in detached garages, open attached porches, carports with no habitable space above, and similar structures. *Add new* Sections 8.3.10 and 8.3.10.1 as follows: 8.3.10 Solar photovoltaic panel structures 8.3.10.1** Sprinklers shall be permitted to be omitted from the following structures: Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage. Solar photovoltaic (PV) panels supported by framing that have sufficient uniformly distributed and unobstructed openings throughout the top of the array (horizontal plane) to allow heat and gases to escape, as determined by the enforcing agency.

13R—16	Standard for the Installation of Sprinkler Systems in Low-rise Residential Occupancies	903.3.1.2, 903.3.5.2, 903.4
	NFPA 13R, Amended Sections as follows: Revise Section 2.2 and add publications as follows: 2.2 NFPA Publications. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2013 California edition. Add new Sections 6.6.10 and 6.10.1 as follows: 6.6.10 Solar photovoltaic panel structures 6.6.10.1* Sprinklers shall be permitted to be omitted from the following structures: Solar photovoltaic panel structures with no use underneath. Signs may be provided, as determined by the enforcing agency prohibiting any use underneath including storage. 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: All literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed. 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. Once the system is accepted by the authority having jurisdiction a label as prescribed by Title 19, California Code of Regulations, Chapter 5, shall be affixed to each system riser.

14—16	Standard for the Installation of Standpipe and Hose System, as amended*	905.2, 905.3.4, 905.4.2, 905.6.2, 905.8
	NFPA 14, Amended Sections as follows: Replace Section 6.3.7.1 6.3.7.1* System water supply valves, isolation control valves, and other valves in fire mains shall be supervised in an approved manner in the open position by one of the following methods: Where a building has a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by: a central station, proprietary, or remote supervising station, or a local signaling service that initiates an audible signal at a constantly attended location. Where a building does not have a fire alarm system or a sprinkler monitoring system installed, the valve shall be supervised by: Locking the valves in the open position, or Sealing of valves and an approved weekly recorded inspection where valves are located within fenced enclosures under the control of the owner.

16—15

Standard for the Installation of Foam-water Sprinkler and Foam-water Spray Systems

904.7, 904.12

17—17

Standard for Dry Chemical Extinguishing Systems

904.6, 904.12

17A—17

Standard for Wet Chemical Extinguishing Systems

904.5, 904.12

20—16

Standard for the Installation of Stationary Pumps for Fire Protection

412.2.4.1, 913.1, 913.2, 913.2.1, 913.5

24—16	Installation of Private Fire Service Mains and Their Appurtenances, as amended*	3109F
	NFPA 24, Amended Sections as follows: Amend Section 4.2.1 as follows: Section 4.2.1.* Installation work shall be done by fully experienced and responsible contractors. Contractors shall be appropriately licensed in the State of California to install private fire service mains and their appurtenances. *Revise Section 4.2.2 as follows:* 4.2.2 Installation or modification of private fire service mains shall not begin until plans are approved and appropriate permits secured from the authority having jurisdiction. *Add Section 4.2.2.1 as follows:* 4.2.2.1 As approved by the authority having jurisdiction, emergency repair of existing system may start immediately, with plans being submitted to the authority having jurisdiction within 96 hours from the start of the repair work. *Revise Section 5.9.5.1 as follows:* 5.9.5.1 Fire department connections shall be on the street side of buildings and as approved by the authority having jurisdiction. Add Sections 6.6.1.1, 6.6.1.2, 6.6.1.3 and 6.6.1.4 as follows: 6.6.1.1 Sectional control valves are not required when the fire service main system serves less than six fire appurtenances. 6.6.1.2 Sectional control valves shall be indicating valves in accordance with NFPA 13, Section 6.7.1.3. 6.6.1.3 Sectional control valves shall be located so that no more than five fire appurtenances are affected by shut-down of any single portion of the fire service main. Each fire hydrant, fire sprinkler system riser, and standpipe riser shall be considered a separate fire appurtenance. In-rack sprinkler systems shall not be considered as a separate appurtenance. 6.6.1.4 The number of fire appurtenances between sectional control valves is allowed to be modified by the authority having jurisdiction. Revise Section 10.4.3.1.1 as follows: *10.4.3.1.1* Pipe joints shall not be located under foundation footings. The pipe under the building or building foundation shall not contain mechanical joints. Exceptions: Where allowed in accordance with 10.4.3.2. Alternate designs may be utilized where designed by a registered professional engineer and approved by the enforcing agency. *Revise Section 10.9.1 as follows:* 10.9.1 Backfill shall be well tamped in layers or puddle under and around pipes to prevent settlement or lateral movement. Backfill shall consist of clean fill sand or pea gravel to a minimum 6" below and to a minimum of 12" above the pipe and shall contain no ashes, cinders, refuse, organic matter, or other corrosive materials. Other backfill materials and methods are permitted where designed by a registered professional engineer and approved by the enforcing agency.
25—13CA	*California NFPA 25 Edition (Based on the 2011 Edition)* Inspection, Testing and Maintenance of Water-based Fire Protection Systems	Chapter 31F, 3108F

30—18

Flammable and Combustible Liquids Code

415.6, 507.8.1.1.1, 507.8.1.1.2

30A—18

Code for Motor Fuel Dispensing Facilities and Repair Garages

406.2.9.2

31—16

Standard for the Installation of Oil-burning Equipment

2113.15

32—16	Standard for Dry Cleaning Plants, as amended*	415.9.3, 2101.1.1
	NFPA 32, Amended Sections as follows: Delete the following publications from Section 2.2: 2.2 NFPA Publications. NFPA 10, Standard for Portable Fire Extinguishers, 2010 edition. NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, 2011 edition. NFPA 70, National Electrical Code^®, 2011 edition. NFPA 101^®, Life Safety Code^®, 2009 edition. NFPA 5000^®, Building Construction and Safety Code^®, 2009 edition. Revise Section 4.4.1.1 as follows:* 4.4.1.1 General building and structure design and construction shall be in accordance with California Building Code. *Delete language to Sections 4.4.1.2 and 4.4.1.3 and reserve section numbers.* 4.4.1.2 Reserved 4.4.1.3 Reserved *Revise Section 4.4.4 as follows:* 4.4.4 Means of Egress. Means of egress shall conform with the provisions of the California Building Code. *Revise Section 4.6.2 as follows:* 4.6.2 Automatic Sprinkler Systems. Where required by this standard, automatic sprinkler systems shall be installed in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems, and periodically inspected, tested, and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5. *Revise Section 4.6.4 as follows:* 4.6.4 Portable Fire Extinguishers. Suitable numbers and types of portable fire extinguishers shall be installed and maintained throughout the drycleaning plant in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. *Revise Section 7.3.2 as follows:* 7.3.2 Electrical Installations. Electrical equipment and wiring in a Type II drycleaning room shall comply with the provisions of California Electrical Code, for use in Class I, Division 2 hazardous locations.
37—15	Installation and Use of Stationary Combustion Engines and Gas Turbines

40—16

Standard for the Storage and Handling of Cellulose Nitrate Film

409.1

54—15

National Fuel Gas Code

58—17

Liquefied Petroleum Gas Code

415.9.2

61—17

Standard for the Prevention of Fires and Dust Explosions in Agricultural and Food Product Facilities

426.1

68—13

Standard on Explosion Protection by Deflagration Venting

Table 414.5.1

70—17

National Electrical Code

108.3, 406.2.7, 406.2.9, 412.5.7, 415.11.1.8, Table 509, 904.3.1, 907.6.1, 909.12.2, 909.16.3, 910.4.6, 1204.4.1, 2701.1, 2702.1.3, 3111.3

72—16	National Fire Alarm and Signaling Code, as amended*	407.4.4.3, 407.4.4.5, 407.4.4.5.1, 901.6, 903.4.1, 904.3.5, 907.1.2, 907.2, 907.2.6, 907.2.9.3, 907.2.10, 907.2.12.2, 907.3, 907.3.3, 907.3.4, 907.5.2.1.2, 907.5.2.2, 907.5.2.2.5, 907.6, 907.6.1, 907.6.2, 907.6.6, 907.7, 907.7.1, 907.7.2, 911.1.6, 917.1, 2702.2.4, 3005.5, 3007.7, 3108F
	NFPA 72, Amended Sections as follows: Revise Section 10.3.1 as follows: 10.3.1* Equipment constructed and installed in conformity with this Code shall be listed for the purpose for which it is used. Fire alarm systems and components shall be California State Fire Marshal approved and listed in accordance with California Code of Regulations, Title 19, Division 1. *Revise Section 10.3.3 as follows:* 10.3.3 All devices and appliances that receive their power from the initiating device circuit or signaling line circuit of a control unit shall be California State Fire Marshal listed for use with the control unit. *Revise Section 10.7.1 as follows:* 10.7.1 Where approved by the authority having jurisdiction, ECS priority signals when evaluated by stakeholders through risk analysis in accordance with 24.3.11 shall be permitted to take precedence over all other signals. *Revise Section 12.3.8.1 as follows:* 12.3.8.1 The outgoing and return (redundant) circuit conductors shall be permitted in the same cable assembly (i.e., multiconductor cable), enclosure, or raceway only under the following conditions: 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. Single drops installed in the raceway to individual devices or appliances. In a single room not exceeding 1000 ft² (93 m²) in area, a drop installed in the raceway to multiple devices or appliances that does not include any emergency control function devices. Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire-resistive rating. Revise Section 14.4.6.1 as follows:* 14.4.6.1 Testing. Household fire alarm systems shall be tested in accordance with the manufacturer's published instructions according to the methods of Table 14.4.3.2. *Revise Section 17.15 as follows:* 17.15 Fire Extinguisher Electronic Monitoring Device. A fire extinguisher electronic monitoring device shall indicate those conditions for a specific fire extinguisher required by California Code of Regulations, Title 19, Division 1, Chapter 1, Section 574.2 (c) and California Fire Code to a fire alarm control unit. *Revise Section 21.3.6 as follows:* 21.3.6 Smoke detectors shall not be installed in unsprinklered elevator hoistways unless they are installed to activate the elevator hoistway smoke relief equipment or where required by Chapter 30 of the California Building Code. *Revise Section 12.3.7 as follows:* *12.3.7* (4) Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire resistive rating. *Revise Section 23.8.5.1.2 as follows:* 23.8.5.1.2 Where connected to a supervising station, fire alarm systems employing automatic fire detectors or waterflow detection devices shall include a manual fire alarm box to initiate a signal to the supervising station. *Exception: Fire alarm systems dedicated to elevator recall control, supervisory service and fire sprinkler monitoring as permitted in section 21.3 of NFPA 72. Revise Section 23.8.5.4.1 as follows:* 23.8.5.4.1 Systems equipped with alarm verification features shall be permitted under the following conditions: 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. 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. 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. The current status of the alarm verification feature is shown on the record of completion (see Figure 7.8.2(a), Item 4.3). Operation of a patient room smoke detector in I-2 and R-2.1 occupancies shall not include an alarm verification feature. *Revise Section 29.3.1 as follows:* 29.3.1 All devices, combinations of devices, and equipment to be installed in conformity with this chapter shall be approved and listed by the California State Fire Marshal for the purposes for which they are intended. *Revise Section 29.5.2.1.1 as follows:* *29.5.2.1.1 Smoke and Heat Alarms*. Unless exempted by applicable laws, codes, or standards, smoke or heat alarms used to provide a fire-warning function, and when two or more alarms are installed within a dwelling unit, suite of rooms, or similar area, shall be arranged so that the operation of any smoke or heat alarm causes all alarms within these locations to sound. Note: Exception to 29.5.2.1.1 not adopted by the SFM.* Add Section 29.7.2.1 as follows: 29.7.2.1 The alarm verification feature shall not be used for household fire warning equipment. Add Section 29.7.6.7.1 as follows: 29.7.6.7.1 The alarm verification feature shall not be used for household fire warning equipment. Revise Section 23.8.3.4 as follows: 29.8.3.4 Specific location requirements. The installation of smoke alarms and smoke detectors shall comply with the following requirements: 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. 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). 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. 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. 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. 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. 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. 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. 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. 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. 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. 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. Heat alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.6.3 of NFPA 72.

72—16

National Fire Alarm and Signaling Code, as amended*

407.4.4.3, 407.4.4.5, 407.4.4.5.1, 901.6, 903.4.1, 904.3.5, 907.1.2, 907.2, 907.2.6, 907.2.9.3, 907.2.10, 907.2.12.2, 907.3, 907.3.3, 907.3.4, 907.5.2.1.2, 907.5.2.2, 907.5.2.2.5, 907.6, 907.6.1, 907.6.2, 907.6.6, 907.7, 907.7.1, 907.7.2, 911.1.6, 917.1, 2702.2.4, 3005.5, 3007.7, 3108F

*NFPA 72, Amended Sections as follows:

Revise Section 10.3.1 as follows:

10.3.1 Equipment constructed and installed in conformity with this Code shall be listed for the purpose for which it is used. Fire alarm systems and components shall be California State Fire Marshal approved and listed in accordance with California Code of Regulations, Title 19, Division 1.

Revise Section 10.3.3 as follows:

10.3.3 All devices and appliances that receive their power from the initiating device circuit or signaling line circuit of a control unit shall be California State Fire Marshal listed for use with the control unit.

Revise Section 10.7.1 as follows:

10.7.1 Where approved by the authority having jurisdiction, ECS priority signals when evaluated by stakeholders through risk analysis in accordance with 24.3.11 shall be permitted to take precedence over all other signals.

Revise Section 12.3.8.1 as follows:

12.3.8.1 The outgoing and return (redundant) circuit conductors shall be permitted in the same cable assembly (i.e., multiconductor cable), enclosure, or raceway only under the following conditions:

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.
Single drops installed in the raceway to individual devices or appliances.
*In a single room not exceeding 1000 ft² (93 m²) in area, a drop installed in the raceway to multiple devices or appliances that does not include any emergency control function devices.
Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire-resistive rating.

Revise Section 14.4.6.1 as follows:

14.4.6.1 Testing. Household fire alarm systems shall be tested in accordance with the manufacturer's published instructions according to the methods of Table 14.4.3.2.

Revise Section 17.15 as follows:

17.15 Fire Extinguisher Electronic Monitoring Device. A fire extinguisher electronic monitoring device shall indicate those conditions for a specific fire extinguisher required by California Code of Regulations, Title 19, Division 1, Chapter 1, Section 574.2 (c) and California Fire Code to a fire alarm control unit.

Revise Section 21.3.6 as follows:

21.3.6 Smoke detectors shall not be installed in unsprinklered elevator hoistways unless they are installed to activate the elevator hoistway smoke relief equipment or where required by Chapter 30 of the California Building Code.

Revise Section 12.3.7 as follows:

12.3.7 (4) Where the vertically run conductors are contained in a 2-hour rated cable assembly, or enclosed (installed) in a 2-hour rated enclosure or a listed circuit integrity (C.I.) cable, which meets or exceeds a 2-hour fire resistive rating.

Revise Section 23.8.5.1.2 as follows:

23.8.5.1.2 Where connected to a supervising station, fire alarm systems employing automatic fire detectors or waterflow detection devices shall include a manual fire alarm box to initiate a signal to the supervising station.

Exception: Fire alarm systems dedicated to elevator recall control, supervisory service and fire sprinkler monitoring as permitted in section 21.3 of NFPA 72.

Revise Section 23.8.5.4.1 as follows:

23.8.5.4.1 Systems equipped with alarm verification features shall be permitted under the following conditions:

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.
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.
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.
The current status of the alarm verification feature is shown on the record of completion (see Figure 7.8.2(a), Item 4.3).
Operation of a patient room smoke detector in I-2 and R-2.1 occupancies shall not include an alarm verification feature.

Revise Section 29.3.1 as follows:

29.3.1 All devices, combinations of devices, and equipment to be installed in conformity with this chapter shall be approved and listed by the California State Fire Marshal for the purposes for which they are intended.

Revise Section 29.5.2.1.1 as follows:

29.5.2.1.1* Smoke and Heat Alarms. Unless exempted by applicable laws, codes, or standards, smoke or heat alarms used to provide a fire-warning function, and when two or more alarms are installed within a dwelling unit, suite of rooms, or similar area, shall be arranged so that the operation of any smoke or heat alarm causes all alarms within these locations to sound.

Note: Exception to 29.5.2.1.1 not adopted by the SFM.

Add Section 29.7.2.1 as follows:

29.7.2.1 The alarm verification feature shall not be used for household fire warning equipment.

Add Section 29.7.6.7.1 as follows:

29.7.6.7.1 The alarm verification feature shall not be used for household fire warning equipment.

Revise Section 23.8.3.4 as follows:

29.8.3.4 Specific location requirements. The installation of smoke alarms and smoke detectors shall comply with the following requirements:

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.
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).
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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

Standard for Fire Doors and Other Opening Protectives

410.2.5, 509.4.2, 716.1, 716.2.5.1, 716.2.6.4, 716.2.9, 716.3.4.1, 716.3.5, 1010.1.4.3

82—14

Standard on Incinerators and Waste and Linen Handling Systems and Equipment

713.13

85—15

Boiler and Combustion System Hazards Code

426.1

92—15

Standard for Smoke Control Systems

909.7, 909.8

99—18

Health Care Facilities Code

407.11, 422.6, 425.1

101—18

Life Safety Code

1029.6.2

105—16

Standard for Smoke Door Assemblies and Other Opening Protectives

405.4.2, 710.5.2.2, 716.2.10, 909.20.4.1

110—16

Standard for Emergency and Standby Power Systems

2702.1.3, 3111F

111—13

Standard on Stored Electrical Energy Emergency and Standby Power Systems

2702.1.3, 3111F

120—15

Standard for Fire Prevention and Control in Coal Mines

426.1

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: Ticket/pass booths not exceeding 150 square feet (13.9 m²) in area. 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. 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: Electrical control rooms, auxiliary electrical rooms and associated battery rooms Trash rooms Train control rooms and associated battery rooms Fan rooms Emergency generator rooms *Amend Section 5.2.4.5 to read as follows:* *5.2.4.5 Separation Between System and Nonsystem Occupancies*. All station public areas shall be fire separated from adjacent nonsystem occupancies by a one hour fire barrier, unless otherwise required by other provisions of the California Building Code. Amend Section 5.3.1.1 to read as follows:* 5.3.1.1 The provisions for means of egress for a station shall comply with Chapter 10 of the California Building Code, except as herein modified. *Amend Section 5.3.2.1 to read as follows:* 5.3.2.1* The occupant load for a station shall be based on the train load of trains simultaneously entering the station on all tracks in normal traffic direction plus the simultaneous entraining load awaiting trains. The train load shall consider only one train at any one track. 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. 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: 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. Means of egress from separate platforms shall be permitted to converge. 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. 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.* 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.

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:

Ticket/pass booths not exceeding 150 square feet (13.9 m²) in area.
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.
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:

Electrical control rooms, auxiliary electrical rooms and associated battery rooms
Trash rooms
Train control rooms and associated battery rooms
Fan rooms
Emergency generator rooms

Amend Section 5.2.4.5 to read as follows:

5.2.4.5* Separation Between System and Nonsystem Occupancies. All station public areas shall be fire separated from adjacent nonsystem occupancies by a one hour fire barrier, unless otherwise required by other provisions of the California Building Code.

Amend Section 5.3.1.1 to read as follows:

5.3.1.1 The provisions for means of egress for a station shall comply with Chapter 10 of the California Building Code, except as herein modified.

Amend Section 5.3.2.1 to read as follows:

5.3.2.1* The occupant load for a station shall be based on the train load of trains simultaneously entering the station on all tracks in normal traffic direction plus the simultaneous entraining load awaiting trains.

The train load shall consider only one train at any one track.
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.
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:

*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.
Means of egress from separate platforms shall be permitted to converge.
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.
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.
Routes from platform ends into the underground guideway shall not be considered as exits for calculating exiting requirements.

Amend Section 5.3.11.1 to read as follows:

5.3.11.1 Illumination of the means of egress in stations, including escalators that are considered a means of egress, shall be in accordance with Chapter 10 of the California Building Code.

Amend Section 5.3.11.2 to read as follows:

5.3.11.2 Means of egress, including escalators considered as means of egress, shall be provided with a system of emergency lighting in accordance with Chapter 10 of the California Building Code.

Amend Section 5.4.1.1 to read as follows:

5.4.1.1 Enclosed stations shall be provided with a fire command center in accordance with Section 911.1.1 through 911.5 of the California Building Code.

Amend Section 5.4.4.1 to read as follows:

5.4.4.1* An automatic sprinkler protection system shall be provided where required by Section 903 of the California Building Code.

Delete Section 5.4.4.2.

Amend Section 5.4.5.1 to read as follows:

5.4.5.1* Class I standpipes shall be installed where required by Chapter 9 of the California Building Code in accordance with NFPA 14 except as modified herein.

Amend Section 7.3.2.1 to read as follows:

7.3.2.1 The fan inlet airflow hot temperature shall be determined by an engineering analysis, however, this temperature shall not be less than 482°C (250°F). Ventilation fans and related components shall be capable of withstanding the maximum anticipated plus/minus pressure transients induced by train operations.

Add Section 7.6.1.1 to read as follows:

7.6.1.1 Ventilation of stations shall not terminate at grade on any vehicle roadway.

Amend Section 7.7.1 to read as follows:

7.7.1 Operation of the emergency ventilation system components shall be capable of automatic and manual initiation in accordance with 909.12.3 of the California Building Code.

Amend Section 7.8.1 to read as follows:

7.8.1 The design of the power for the emergency ventilation system shall comply with the requirements of Article 700 of the California Electrical Code and Section 909 of the California Building Code.

170—18

Standard for Fire Safety and Emergency Symbols

1025.2.6.1

211—16

Standard for Chimneys, Fireplaces, Vents and Solid Fuel-burning Appliances

2112.5

221—18

Standard for High Challenge Fire Walls, Fire Walls and Fire Barrier Walls

706.2

252—17

Standard Methods of Fire Tests of Door Assemblies

Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.1, 716.2.1.2, 716.2.2.1, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1

253—15

Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source

406.2.4, 424.2, 804.2, 804.3

257—17

Standard for Fire Test for Window and Glass Block Assemblies

Table 716.1(1), 716.1.1, 716.1.2.2.2, T716.2.1.3, 716.3.1.1, 716.3.1.2, 716.3.2.1.3, 716.3.4

259—18

Standard Test Method for Potential Heat of Building Materials

2603.4.1.10, 2603.5.3

265—15

Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Wall Coverings on Full Height Panels and Walls

803.5.1, 803.5.1.1

268—17

Standard Test Method for Determining Ignitability of Exterior Wall Assemblies Using a Radiant Heat Energy Source

1405.1.1.1, 1405.1.1.1.1, 1405.1.1.1.2, 2603.5.7

275—17

Standard Method of Fire Tests for the Evaluation of Thermal Barriers

1406.10.2, 1408.10.2, 2603.4

276—15

Standard Method of Fire Tests for Determining the Heat Release Rate of Roofing Assemblies with Combustible Above-deck Roofing Components

1508.1, 2603.3, 2603.4.1.5

285—17

Standard Fire Test Method for the Evaluation of Fire Propagation Characteristics of Exterior Nonload-bearing Wall Assemblies Containing Combustible Components

718.2.6, 1402.5, 1406.10.4, 1408.10.4, 1510.6.2, 2603.5.5

286—15

Standard Methods of Fire Test for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth

402.6.4.4, 803.1.1, 803.1.1.1, 803.11, 803.12, 803.13, 1406.10.3, 2603.7, 2603.9, 2604.2.4, 2614.4, 3105.3

288—17

Standard Methods of Fire Tests of Horizontal Fire Door Assemblies Installed in Horizontal in Fire-resistance-rated Floor Systems

712.1.13.1

289—18

Standard Method of Fire Test for Individual Fuel Packages

402.6.2, 402.6.4.5, 424.2, 806.4

409—16

Standard for Aircraft Hangars

412.3.6, Table 412.3.6, 412.3.6.1, 412.5.5

418—16

Standard for Heliports

412.7.4

484—18

Standard for Combustible Metals

426.1

502—14

Standard for Road Tunnels, Bridges, and Other Limited Access Highways

429

652—16

Standard on the Fundamentals of Combustible Dust

426.1

654—17

Standard for the Prevention of Fire and Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids

426.1

655—17

Standard for the Prevention of Sulfur Fires and Explosions

426.1

664—17

Standard for the Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities

426.1

701—15

Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

410.2.6, 424.2, 806.4, 3102.3, 3102.3.1, 3102.6.1.1, 3105.3

704—17

Standard System for the Identification of the Hazards of Materials for Emergency Response

202, 415.5.2

720—15

Standard for the Installation of Carbon Monoxide (CO) Detection and Warning Equipment

915.4.1, 915.6, 915.7

750—15

Standard on Water Mist Fire Protection Systems

202, 904.11.1.1, 904.12

1124—17

Code for the Manufacture, Transportation and Storage and Retail Sales of Fireworks and Pyrotechnic Articles

415.6.1.1

2001—15	Standard on Clean Agent Fire Extinguishing Systems, as amended*	904.10
	NFPA 2001, Amended Sections as follows: Add Sections 4.3.5.1.1 and 4.3.5.2.1 to read as follows: 4.3.5.1.1* Alarms signals from the fire extinguishing system shall not interfere with the building fire alarm signal. 4.3.5.2.1 The lens on visual appliances shall be "red" in color. Exception: Other lens colors are permitted where approved by the enforcing agency.

2010—15

Standard for Fixed Aerosol Fire-extinguishing Systems

904.14

PCI

Precast Prestressed Concrete Institute

200 West Adams Street, Suite 2100

Chicago, IL 60606-6938

MNL 124—11

Design for Fire Resistance of Precast Prestressed Concrete

722.2.3.1

MNL 128—01

Recommended Practice for Glass Fiber Reinforced Concrete Panels

1903.3

MNL 120—17

PCI Design Handbook 8th Edition

1905A.1.1, 1905A.1.2

PTI

Post-Tensioning Institute

38800 Country Club Drive

Farmington Hills, MI 48331

PTI DC35.1—14

Recommendations for Prestressed Rock and Soil Anchors

1810A.3.10.4, 1811A.2, 1812A.4, 1812A.5, 1810.3.10.4.1, 1811.2, 1812.4, 1812.5,1813.2

PTI DC—10.5-12

Standard Requirements for Design and Analysis of Shallow Concrete Foundations on Expansive Soils

1808.6.2

RMI

Rack Manufacturers Institute

8720 Red Oak Boulevard, Suite 201

Charlotte, NC 28217

ANSI/MH16.1—12

Specification for Design, Testing and Utilization of Industrial Steel Storage Racks

2209.1

ANSI/MH16.3—16

Specification for the Design, Testing and Utilization of Industrial Steel Cantilevered Storage Racks

2209.2

SBCA

Structural Building Components Association

6300 Enterprise Lane

Madison, WI 53719

ANSI/FS 100-12

Standard Requirements for Wind Pressure Resistance of Foam Plastic Insulating Sheathing Used in Exterior Wall Covering Assemblies

2603.10

SDI

Steel Deck Institute

2661 Clearview Road #3

Allison Park, PA 15101

SDI NC—2017

Standard for Noncomposite Steel Floor Deck

2210.1.1.1

SDI RD—2017

Standard for Steel Roof Deck

2210.1.1.2

SDI-C—2017

Standard for Composite Steel Floor Deck—Slabs

2210.1.1.3

SDI-QA/QC—2017

Standard for Quality Control and Quality Assurance for Installation of Steel Deck

1705.2.2

SFM

State of California

Department of Forestry and Fire Protection

Office of the State Fire Marshal
P.O. Box 944246
Sacramento, CA 94246-2460

12-3

Releasing Systems for Security Bars in Dwellings

1029.4

12-7-3

Fire-testing Furnaces

12-7A-1

Exterior Wall Siding and Sheathing

703A.7, 707A.2

12-7A-2

Exterior Window

703A.7, 708A.2.1

12-7A-3

Under Eave

703A.7, 707A.8

12-7A-4

Decking

703A.7, 709A.3

12-7A-4A

Decking Alternate Method A

703A.7, 709A.3

12-7A-5

Ignition Resistant Building Material

703A.7, 709A.3

12-8-100

Room Fire Tests for Wall and Ceiling Materials

12-10-1

Power Operated Exit Doors

12-10-2

Single Point Latching or Locking Devices

12-10-3

Emergency Exit and Panic Hardware

(The Office of the State Fire Marshal standards referred to above are found in the California Code of Regulations, Title 24, Part 12.)

SJI

Steel Joist Institute

234 W. Cheves Street

Florence, SC 29501

SJI 100—15

44th Edition Standard Specification Load Tables and Weight Tables for Steel Joists and Joist Girders K-Series, LH-Series, DHL-Series, Joist Girders

1604.3.3, 2203.2, 2207.1

SJI 200—15

Standard Specification for Composite Steel Joists, CJ-Series

1604.3.3, 2203.2, 2207.1

SPRI

Single-Ply Roofing Institute

465 Waverly Oaks Road, Suite 421

Waltham, MA 02452

ANSI/SPRI/FM 4435-ES-1—11

Wind Test Design Standard for Edge Systems Used with Low Slope Roofing Systems

1504.5

ANSI/SPRI RP-4—13

Wind Design Guide for Ballasted Single-ply Roofing Systems

1504.4

ANSI/SPRI VF1—10

External Fire Design Standard for Vegetative Roofs

1505.10

SRCC

Solar Rating & Certification Corporation

3060 Saturn Street, Suite 100

Brea, CA 92821

ICC 900/SRCC 300—2015

Solar Thermal System Standard

3111.2.1

ICC 901/SRCC 100—2015

Solar Thermal Collector Standard

3111.2.1

TIA

Telecommunications Industry Association

1320 N. Courthouse Road #200

Arlington, VA 22201-3834

222-H—2016

Structural Standards for Antenna Supporting Structures and Antennas

1609.1.1, 3108.1, 3108.2

TMS

The Masonry Society

105 South Sunset Street, Suite Q

Longmont CO80501

216—2013

Standard Method for Determining Fire Resistance of Concrete and Masonry Construction Assemblies

Table 721.1(2), 722.1

302—2012

Standard Method for Determining the Sound Transmission Class Rating for Masonry Walls

1207.2.1

402—2016

Building Code for Masonry Structures

1404.6, 1404.6.2, 1404.10, 1604.3.4, 1705.4, 1705.4.1, 1807.1.6.3.2, 1808.9, 2101.2, 2106.1, 2107.1, 2107.2, 2107.3, 2108.1, 2108.2, 2108.3, 2109.1, 2109.1.1, 2109.2, 2110.1, 2114.1, 2114.4, 1411.2.1, 2106A.1.1, 2107A.5, 2107A.6, 2115.7, 2115.8, 2107.4, 2107.5, 2107.6, 2105A.3, 2106A.1.1, 2115.9, 2115.10

403—2017

Direct Design Handbook for Masonry Structures

2101.2

404—2016

Standard for the Design of Architectural Cast Stone

2102.2

504—2016

Standard for the Fabrication of Architectural Cast Stone

2103.1

602—2016

Specification for Masonry Structures

1404.6.1, 1705.4, 1705A.4, 1807.1.6.3, 2103.1, 2103.2.1, 2103.3, 2103A.3.1, 2103.4, 2104.1, 2104A.1.3.1.1, 2105A.1.3.1.2, 2104A.1.3.1.1, 2104A.1.3.1.2.1, 2105.1, 2105.3, 2105A.3, 2105.5, 2105A.5, 2105A.6, 2105.6, 2106.6

604—2016

Standard for the Installation of Architectural Cast Stone

2104.1

TPI

Truss Plate Institute

218 N. Lee Street, Suite 312

Alexandria, VA 22314

TPI 1—2014

National Design Standard for Metal-plate-connected Wood Truss Construction

2303.4.6, 2306.1

UBC

International Code Council, Inc.

500 New Jersey Avenue, NW 6th Floor

Washington, DC 20001

UBC Standard 15-2

Test Standard for Determining the Fire Retardancy of Roof-Covering Materials

1505.6

UBC Standard 15-3

Wood Shakes

1505.6

UBC Standard 15-4

Wood Shingles

1505.6

UL LLC

333 Pfingsten Road

Northbrook IL60062-2096

9—2009

Fire Tests of Window Assemblies—with Revisions through February 2015

Table 716.1(1), 716.1.1, 716.1.2.2.2, 716.2.1.3, 716.3.1.1, 716.3.1.2, 716.3.2.1.3, 716.3.4, 1013.5

10A—2009

Tin Clad Fire Doors—with Revisions through December 2013

716.2.1

10B—2008

Fire Tests of Door Assemblies—with Revisions through February 2015

Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.2, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1

10C—2009

Positive Pressure Fire Tests of Door Assemblies—with Revisions through February 2015

Table 716.1(1), 716.1.1, 716.1.2.2.1, 716.2.1.1, 716.2.2.1, 716.2.2.2, 716.2.2.3.1, 716.2.5.1.1, 1010.1.10.1

13—96

Power-limited Circuit Cables

14B—2008

Sliding Hardware for Standard Horizontally Mounted Tin Clad Fire Doors—with Revisions through May 2013

716.2.1

14C—06

Swinging Hardware for Standard Tin Clad Fire Doors Mounted Singly and in Pairs—with Revisions through May 2013

716.2.1

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

Materials for Built-up Roof Coverings

1507.10.2

103—2010

Factory-built Chimneys, for Residential Type and Building Heating Appliances—with Revisions through July 2012

718.2.5.1

127—2011

Factory-built Fireplaces—with Revisions through May 2015

718.2.5.1, 2111.12

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

904.12.4.1

217—06

Single and Multiple Station Smoke Alarms—with Revisions through October 2015

907.2.10

228—97

Door Closers/Holders, with or without Integral Smoke Detectors—with Revisions through January 26, 2006

260—04

Dry Pipe and Deluge Valves for Fire Protection Service

262—04

Gate Valves for Fire Protection Service

263—11

Fire Tests of Building Construction and Materials—with Revisions through June 2015

703.2, 703.2.1, 703.2.3, 703.2.5, 703.3, 703.4, 703.6, 704.12, 705.7, 705.8.5, 707.6, 712.1.13.2, 714.4.1, 714.5.1, 715.1, Table 716.1(1), Table 716.1(3), 716.1.2.3, 716.2.5.1.1, 716.2.5.4, 716.3.2.1.1, 717.3.1, 717.5.2, 717.5.3, 717.6.1, 717.6.2, Table 721.1(1), 2103.1, 2603.5.1

268—09

Smoke Detectors for Fire Alarm Systems

407.9, 907.2.6.2, 907.2.10.7

268A—09

Smoke Detectors for Duct Application—with Revisions through October 22, 2003

294—1999

Access Control System Units—with Revisions through February 2015

1010.1.9.7, 1010.1.9.8.1, 1010.1.9.9, 1010.1.9.10

300—05(R2010)

Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment—with Revisions through December 2014

904.12

300A—06

Outline of Investigation for Extinguishing System Units for Residential Range Top Cooking Surfaces

904.13.1.1

305—2012

Panic Hardware—with Revisions through August 2014

1010.1.10.1

312—04

Check Valves for Fire-Protection Service

325—02

Door, Drapery, Gate, Louver and Window Operations and Systems—with Revisions through May 2015

406.2.1, 3110.3

346—05

Waterflow Indicators for Fire Protective Signaling Systems

464—03

Audible Signal Appliances—with Revisions through October 10, 2003

497B—04

Protectors for Data Communication and Fire Alarm Circuits

521—99

Heat Detectors for Fire Protective Signaling Systems—with Revisions through July 20, 2005

539—00

Single- and Multiple-Station Heat Detectors—with Revisions through August 15, 2005

555—2006

Fire Dampers—with Revisions through May 2014

717.3.1

555C—2006

Ceiling Dampers—with Revisions through December 2014

717.3.1

555S—99

Smoke Dampers—with Revisions through February 2014

717.3.1

580—2006

Test for Uplift Resistance of Roof Assemblies—with Revisions through October 2013

1504.3.1, 1504.3.2

632—00

Electrically Actuated Transmitters

641—2010

Type L Low-temperature Venting Systems—with Revisions through June 2013

2113.11.1.4

710B—2011

Recirculating Systems—with Revisions through August 2014

904.12

723—2008

Test for Surface Burning Characteristics of Building Materials—with Revisions through August 2013

753—04

Alarm Accessories for Automatic Water Supply Valves for Fire Protection Service

790—04

Standard Test Methods for Fire Tests of Roof Coverings—with Revisions through July 2014

1505.1, 2603.6, 2610.2, 2610.3

793—08

Automatically Operated Roof Vents for Smoke and Heat—with Revisions through September 2011

910.3.1

813—96

Commercial Audio Equipment—with Revisions through December 7, 1999

857—13

Busways

1705A.13.3.1

864—03	Control Units and Accessories for Fire Alarm Systems, as amended*—with Revisions through December 2014	909.12
	Amend No. 55.1 as follows: RETARD-RESET-RESTART PERIOD — MAXIMUM 30 SECONDS* —No alarm obtained from control unit. Maximum permissible time is 30 seconds. Amend Section 55.2.2 as follows: Where an alarm verification feature is provided, the maximum retard-reset-restart period before an alarm signal can be confirmed and indicated at the control unit, including any control unit reset time and the power-up time for the detector to become operational for alarm, shall not exceed 30 seconds. (The balance of the section text is to remain unchanged). Add Section 55.2.9 as follows: Smoke detectors connected to an alarm verification feature shall not be used as releasing devices. Exception: Smoke detectors which operate their releasing function immediately upon alarm actuation independent of alarm verification feature. Amend Section 89.1.10 as follows: The existing text of this section is to remain as printed with one editorial amendment as follows: THE TOTAL DELAY (CONTROL UNIT PLUS SMOKE DETECTORS) SHALL NOT EXCEED 30 SECONDS.* (The balance of the section text is to remain unchanged).

924—06

Safety Emergency Lighting and Power Equipment—with Revisions through April 2014

1013.5

1040—96

Fire Test of Insulated Wall Construction—with Revisions through October 2012

1406.10.3, 1408.10.3, 2603.9

1256—02

Fire Test of Roof Deck Construction—with Revisions through July 2013

1508.1, 2603.3, 2603.4.1.5

1479—03

Fire Tests of Penetration Firestops—with Revisions through June 2015

202, 714.4.1.2, 714.4.2, 714.5.1.2, 714.5.4

1482—2011

Solid-fuel Type Room Heaters—with Revisions through August 2015

2112.2, 2112.5

1703—02

Flat-plate Photovoltaic Modules and Panels—with Revisions through October 2015

1505.9, 1507.17.6, 1507.18.5, 1510.7.2, 3111.3.1

1715—97

Fire Test of Interior Finish Material—with Revisions through January 2013

1406.10.3, 1408.10.3, 2603.9, 2614.4

1741—2010

Inverters, Converters, Controllers and Interconnection System Equipment for Use with Distributed Energy Resources—with Revisions through January 2015

3111.3.1

1777—2007

Chimney Liners—with Revisions through October 2015

2113.11.1, 2113.19

1784—01

Air Leakage Tests of Door Assemblies—with Revisions through February 2015

405.4.3, 710.5.2.2, 710.5.2.2.1, 716.2.1.4, 716.2.9.1, 716.2.9.3, 3006.3, 3007.6.3, 3008.6.3

1897—12

Uplift Tests for Roof Covering Systems—with Revisions through September 2015

1504.3.1, 1504.3.3, 1507.18.7

1975—06

Fire Tests for Foamed Plastics Used for Decorative Purposes

402.6.2, 402.6.4.5, 424.2

1994—04

Luminous Egress Path Marking Systems—with Revisions through May 2015

411.6, 1008.2.1, 1025.2.1, 1025.2.3, 1025.2.4, 1025.2.5, 1025.4

2034—2017

Single and Multiple station Carbon Monoxide Alarms

915.4.2, 915.4.4

2075—2013

Standard for Gas and Vapor Detectors and Sensors

915.5.1, 915.5.3

2079—04

Tests for Fire Resistance of Building Joint Systems—with Revisions through August 2015

202, 715.3, 715.6

2196—2001

Tests for Fire Resistive Cables—with Revisions through March 2012

909.20.6.1, 913.2.2, 2702.3, 3007.8.1, 3008.8.2

2200—2012

Stationary Engine Generator Assemblies—with Revisions through July 2015

2702.1.1

2202—2009

Electric Vehicle (EV) Charging System Equipment

406.2.7

2594—2013

Electric Vehicle Supply Equipment

406.2.7

2703—2014

Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices and Ground Lugs for Use with Flat-plate Photovoltaic Modules and Panels

1505.9

ULC

Underwriters Laboratories of Canada

13775 Commerce Parkway

Richmond, BC V6V 2V4

CAN/ULC S 102.2—2010

Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings and Miscellaneous Materials and Assemblies—with 2000 Revisions

720.2, 720.3, 720.4

USC

United States Code

c/o Superintendent of Documents
U.S. Government Printing Office
732 North Capitol Street NW

Washington, DC 20401

18 USC Part 1, Ch.40

Importation, Manufacture, Distribution and Storage of Explosive Materials

202

WCLIB

West Coast Lumber Inspection Bureau

P.O. Box 23145

Portland, OR 97281