NFPA 13-2022 amd8-2023

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那山那人那狗 2024-12-29 49 558.8KB 13 页 8星币
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Tentative Interim Amendment
NFPA® 13
Standard for the Installation of Sprinkler Systems
2022 Edition
Reference: Various in Chapters 3, 4, and 18
TIA 22-8
(SC 23-11-4/ TIA Log #1747)
Pursuant to Section 5 of the NFPA Regulations Governing the Development of NFPA Standards, the National Fire
Protection Association has issued the following Tentative Interim Amendment to NFPA 13, Standard for the Installation of
Sprinkler Systems, 2022 edition. The TIA was processed by the Technical Committee on Hanging and Bracing of Water-
Based Fire Protection Systems, and the Correlating on Automatic Sprinkler Systems and was issued by the Standards
Council on November 30, 2023, with an effective date of December 20, 2023.
1. Revise definitions 3.3.104 and 3.3.198 to read as follows:
3.3.104 Horizontal Force, Fpw. The horizontal force due to seismic load acting on a brace sprinkler system at working
stress levels. (AUT-HBS)
3.3.198 Short Period Design Spectral Response Acceleration Parameter at Short Periods, SsDS. The maximum
considered earthquake ground motion for 0.2-second spectral response acceleration (5 percent of critical damping), site
Class B for a specific site at short periods for the site of the building or structure being designed to satisfy the seismic
requirements of ASCE/SEI 7, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, based
on ASCE/SEI 7 Chapter 22 seismic ground motion maps and Chapter 11 seismic design criteria, or directly from the
ASCE/SEI 7 Hazard Tool, or by using the site-specific ground motion procedures of ASCE/SEI 7 Chapter 21. (AUT-
HBS)
2. Revise 4.2 to read as follows:
4.2* Owner’s Certificate. The owner(s) of a building or structure where the fire sprinkler system is going to be installed
or their authorized agent shall provide the sprinkler system installer with the following information prior to the layout and
detailing of the fire sprinkler system [see Figure A.28.1(b)]:
(1) Intended use of the building, including the materials within the building and the maximum height of any storage
(2) A preliminary plan of the building or structure along with the design concepts necessary to perform the layout and
detail for the fire sprinkler system
(3) *Water supply information as identified in 5.2.2
(4) *Any special knowledge of the water supply, including known environmental conditions that might be responsible
for corrosion, including microbiologically influenced corrosion (MIC)
(5) Whether seismic protection is required and the applicable short period response parameter design spectral response
acceleration at short periods, SDS
(6)
3. Revise Owner’s Certificate (Figure A.28.1(b)) on page 2 to read as follows:
Provide short-period spectral response parameter design spectral response acceleration at short periods,
SDS:
4. Revise various paragraphs/tables in Chapter 18 and associated Annex material to read as follows:
18.1.2 Alternative methods of providing earthquake protection of sprinkler systems based on a seismic analysis certified
by a registered professional engineer such that system performance will be at least equal to that of the building structure
required by ASCE/SEI 7, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, for
components required to function for life-safety purposes after an earthquake under expected seismic forces shall be
permitted.
18.5.5.2 The spacing between lateral sway braces shall be in accordance with either Table 18.5.5.2(a) through Table
18.5.5.2(n) or 18.5.5.3, based on the piping material of the sprinkler system.
Table 18.5.5.2(a) Maximum Load (Fpw) in Zone of Influence (lb), (Fy = 30 ksi) Schedule 10
Steel Pipe
Diameter of Pipe (in.) Being Braced
Lateral Sway Brace Spacing (ft)
20
>20 & ≤25
>25 & ≤30
>30 & ≤35
>35 & ≤40
1
68
54
4445
3839
32
114
107
86
7071
60
5051
112
146147
117
96
8283
6970
2
236237
189190
155156
133
111
212
388389
311
255
218219
183
3
585586
468469
384
329330
275276
3
1
2
777
621622
509510
436437
365366
4
991
792793
649650
556557
466467
5
17051706
13641365
1118
958959
802803
6 and larger*
2448
1959
1605
13751376
1152
Note: ASTM A106 Grade B or ASTM A53 Grade B has an Fy = 35 ksi. An Fy = 30 ksi was used as a
conservative value to account for differences in material properties as well as other operational stresses.
*Larger load values for larger diameter pipe can be used when justified by engineering analysis.
Table 18.5.5.2(b) Maximum Load (Fpw) in Zone of Influence (kgN), (Fy = 207 N/mm2) Schedule
10 Steel Pipe
Diameter of Pipe (mm) Being Braced
Lateral Sway Brace Spacing (m)
>6.1 & 7.6
>7.6 & ≤9.1
>9.1 & ≤11
12
25
240
200
173
15142
32
39383
32316
27267
23227
40
53520
44427
37369
31311
50
86845
70694
60592
50494
60
1411383
1161134
99974
83814
80
2122086
1741708
1491468
1251228
90
2822767
2312269
1981944
1661628
100
3593527
2942891
2522478
2112077
125
6196072
5074973
4354266
3643572
150 and larger*
8898714
7287139
6246121
5235124
Note: ASTM A106 Grade B or ASTM A53 Grade B has an Fy = 241 N/mm2. An Fy = 207 N/mm2 was used
also as a conservative value to account for differences in material properties as well as other operational
stresses.
*Larger load values for larger diameter pipe can be used when justified by engineering analysis.
Table 18.5.5.2(c) Maximum Load (Fpw) in Zone of Influence (lb), (Fy= 30 ksi) Schedule 40 Steel
Pipe
摘要:

NFPA 13-2022 amd8-2023 是美国国家消防协会发布的自动喷水灭火系统安装标准的最新修订版本,旨在进一步优化商业与住宅建筑中喷淋系统的设计、安装和验收要求。该修订版(amd8)引入针对特殊火灾风险、管道材料更新以及系统水力计算方法的更严格规定,同时澄清了与喷头布置、供水可靠性及现有系统改造相关的关键条款。作为全球消防工程领域的重要参考文件,NFPA 13-2022 amd8-2023 为工程师、承包商和监管机构提供了统一的技术依据,有助于提升建筑内财产与人员的安全防护水平,并确保

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作者:那山那人那狗 分类:国外协会 价格:8星币 属性:13 页 大小:558.8KB 格式:PDF 时间:2024-12-29

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