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First Revision No. 8004-NFPA 5000-2015 [ Global Input ]

First Revision No. 8004-NFPA 5000 - 2015 [ Global Input ]Replace "FM 4435, Test Standard for Roof Perimeter Flashing, or ANSI/SPRI ES-1, Wind DesignGuide for Edge Systems Used with Low Slope Roofing Systems." throughout the document with"ANSI/SPRI/FM 4435 ES-1 Wind Design Standard for Edge Systems Used With Low Slope RoofingSystems-2011".Replace "FM 4435 or ANSI/SPRI ES-1" throughout the document with "ANSI/SPRI/FM 4435 ES-1".Submitter Information VerificationSubmitter Full Name:Tracy VecchiarelliOrganization:National Fire Protection AssocStreet Address:City:State:Zip:Submittal Date:Wed Aug 12 09:31:23 EDT 2015 Committee Statement and Meeting NotesCommitteeStatement: The documents have been combined into one and retitled. The document isreferenced in Chapter 2 and throughout Chapter :Editorial CommentClick hereNational Fire Protection Association of 110/28/ 2015 11:10 AMPage 1 of 51 First Revision No. 7501- nfpa 5000 - 2015 [ Global Input ]1. Delete as addition to the other requirements of Section , tents used for the retail sales ofconsumer fireworks, , shallcomply with NFPA1124, Code for the Manufacture,Transportation, Storage, and Retail Sales of Fireworks and Pyrotechnic Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 13:49:06 EDT 2015 Committee StatementCommitteeStatement: NOTE: This public Input originates from Tentative Interim Am

First Revision No. 8004-NFPA 5000-2015 [ Global Input ] ... Guide for Edge Systems Used with Low Slope Roofing Systems." throughout the document with "ANSI/SPRI/FM 4435 ES-1 Wind Design Standard for Edge Systems Used With Low Slope Roofing Systems-2011". ... Iron is considered an antiquated material and not suitable for this application.

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Transcription of First Revision No. 8004-NFPA 5000-2015 [ Global Input ]

1 First Revision No. 8004-NFPA 5000 - 2015 [ Global Input ]Replace "FM 4435, Test Standard for Roof Perimeter Flashing, or ANSI/SPRI ES-1, Wind DesignGuide for Edge Systems Used with Low Slope Roofing Systems." throughout the document with"ANSI/SPRI/FM 4435 ES-1 Wind Design Standard for Edge Systems Used With Low Slope RoofingSystems-2011".Replace "FM 4435 or ANSI/SPRI ES-1" throughout the document with "ANSI/SPRI/FM 4435 ES-1".Submitter Information VerificationSubmitter Full Name:Tracy VecchiarelliOrganization:National Fire Protection AssocStreet Address:City:State:Zip:Submittal Date:Wed Aug 12 09:31:23 EDT 2015 Committee Statement and Meeting NotesCommitteeStatement: The documents have been combined into one and retitled. The document isreferenced in Chapter 2 and throughout Chapter :Editorial CommentClick hereNational Fire Protection Association of 110/28/ 2015 11:10 AMPage 1 of 51 First Revision No. 7501- nfpa 5000 - 2015 [ Global Input ]1. Delete as addition to the other requirements of Section , tents used for the retail sales ofconsumer fireworks, , shallcomply with NFPA1124, Code for the Manufacture,Transportation, Storage, and Retail Sales of Fireworks and Pyrotechnic Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 13:49:06 EDT 2015 Committee StatementCommitteeStatement: NOTE: This public Input originates from Tentative Interim Amendment No.

2 15-3 (Log ) issued by the Standards Council on August 14, 2014 and per the nfpa Regs.,needs to be reconsidered by the Technical Committee for the next edition of Substantiation: Deletes reference to nfpa 1124, or a consumer fireworksprovision, or both. Consistent with nfpa Standards Council Decision D#14-1, issuedMarch 3, 2014, nfpa has temporarily withdrawn nfpa 1124, Code for the Manufacture,Transportation, Storage, and Retail Sales of Fireworks and Pyrotechnic Articles. Theeffect of this decision is that no recognized criteria for the subjects previously governedby nfpa 1124 exist within the nfpa codes and standards system ; thus, this TIA worksto align nfpa 5000 with that FR removes reference to nfpa 1124 from the 2018 :Public Input No. 23- nfpa 5000 - 2015 [ Global Input ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 2 of 51 First Revision No. 7502- nfpa 5000 - 2015 [ New Section after ] Storage framework or assemblage comprised of cold-formed or hot-rolled steel structural membersthat is intended for storage of Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 13:55:51 EDT 2015 Committee StatementCommitteeStatement: There is merit in adding a definition for steel storage racks for clarification of therequirements in Section This definition has been recommended for inclusion inASCE 7-16, which will be adopted in the 2018 edition of nfpa :Public Input No.

3 207- nfpa 5000 - 2015 [New Section after ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 3 of 51 First Revision No. 8009- nfpa 5000 - 2015 [ Section No. ] * of a wide range of natural or synthetic organic materials of high molecular weight that can beformed by pressure, heat, extrusion, and other methods into desired shapes. [921, 2014](BLD-SCM) *Cellular or Foamed heterogeneous system comprised of not less than two phases, one of which is a continuous,polymeric, organic material, and the second of which is deliberately introduced for the purpose ofdistributing gas in voids throughout the material. (BLD-INT) Fiber Reinforced material containing not less than 20 percent by weight glass fiber that imparts somemechanical properties superior to those of the base resin. (BLD-SCM) material that is used to transmit light into structures. (BLD-SCM) generic designation that refers to wood/plastic composites and plastic lumber. (BLD-SCM) manufactured product made primarily of plastic materials (filled or unfilled), which is generallyrectangular in cross section.

4 (BLD-SCM) composite material made primarily from wood or cellulose-based materials and plastic.(BLD-SCM)Submitter Information VerificationSubmitter Full Name:Tracy VecchiarelliOrganization:National Fire Protection AssocStreet Address:City:State:Zip:Submittal Date:Wed Aug 12 11:39:14 EDT 2015 Committee Statement and Meeting NotesCommittee Statement: These definitions were added to Chapter Message:Editorial CommentNational Fire Protection Association of 210/28/ 2015 11:11 AMPage 4 of 51 First Revision No. 7503- nfpa 5000 - 2015 [ Section No. ] Membrane addition to the requirements of this Code, tension membrane structures shall bedesigned and operated in accordance with ASCE/SEI 55, Tension Membrane for Membrane for membrane roofs for structures in climates subject to freezing temperatures andice buildup shall be as specified in or roof shall be composed of two layers with an air space between the layers through whichheated air can be moved to guard against ice approved methods that protect against ice accumulation shall be *Protection for Roof for roof drains shall be as specified in or drains shall be equipped with listed de-icing and snow-melting equipment to protectagainst ice buildup, which would prevent the drains from equipment specified in shall be served by on-site standby electricalpower in addition to the normal public lieu of de-icing and snow-melting equipment.

5 Any other approved methods that protectagainst ice accumulation shall be Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:12:15 EDT 2015 Committee StatementCommittee ASCE 55 (2010) currently governs the design of tension membrane structures. ItNational Fire Protection Association of 4710/28/ 2015 10:58 AMPage 5 of 51 Statement:provides minimum criteria for the design and performance of membrane-covered cableand rigid member structures, including frame structures, collectively known as tensilemembrane structures. It includes permanent and temporary structures. The requirementsof this standard apply whether the tensile membrane structure is independent of orattached to another structure. Consequently, it should be referenced in Chapter note that the next edition of ASCE 55 will be merged with ASCE 17 and shouldbe completed in time for adoption in nfpa :Public Input No.

6 217- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 6 of 51 First Revision No. 7504- nfpa 5000 - 2015 [ Section No. ] * addition to the requirements of this Code, air-supported structures shall be designed andoperated in accordance with ASCE/SEI 1755, Air SupportedTension Membrane Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:14:06 EDT 2015 Committee StatementCommitteeStatement: ASCE 17 is being merged into ASCE 55. This work should be complete in time for the2018 nfpa 5000 . It may be worthwhile for the BLD-SCM to also pick up a referenceto ASCE 55 in Section on Tension Membrane :Public Input No. 215- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 7 of 51 First Revision No. 7505- nfpa 5000 - 2015 [ Section No. ] framework of unenclosed towers extending more than 75 ft (23 m) above grade planeshall be constructed of iron, structural steel, or reinforced Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:14:44 EDT 2015 Committee StatementCommittee Statement: Iron is considered an antiquated material and not suitable for this Message:Public Input No.

7 199- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 8 of 51 First Revision No. 7506- nfpa 5000 - 2015 [ Section No. ] deflection of steel structural members shall not exceed that permitted by the following, asapplicable:(1)AISC 360, Specification for Structural Steel Buildings(2)AISI-S100, North American Specification for the Design of Cold-Formed Steel StructuralMembers(3)ASCE/SEI 8, Standard Specification for the Design of Cold-Formed Stainless SteelStructural Members(4)SJI CJ, Standard Specifications for Composite Steel Joists, CJ-SeriesSJI JG, Standard Specifications for Joist GirdersSJI K, Standard Specifications for Open Web Steel Joists, K-Series(5)SJI LH/DLH, Standard Specifications for Longspan Steel Joists, LH-Series and DeepLongspan Steel Joists, DLH-SeriesSJI-100, Standard Specification for K-Series,LH-Series, DLH-Series Open Web Steel Joists and for Joist GirdersSubmitter Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:20.

8 03 EDT 2015 Committee StatementCommitteeStatement: The 2015 edition (44th Edition) of the combined SJI-100, Standard Specification forK-Series, LH-Series and DLH-Series Open Web Steel Joists and for Joist Girders,represents a major change in the presentation of the SJI specifications. Previously therewere three separate specifications (all found in the 43rd Edition), covering K-Series,LH/DLH-Series and Joist Girders, each one an ANSI standard. The newly completedcombined standard represents a major simplification for the specifying :Public Input No. 204- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 9 of 51 First Revision No. 7507- nfpa 5000 - 2015 [ Section No. ] for Moderate roof assemblies installed in locations classified as moderate hail exposure shall be testedand classified in accordance with one of the following:(1)They shall be tested and classified as moderate hail (MH) or severe hail (SH) inaccordance with FM Approval 4470, Single-Ply, Polymer-modified Bitumen Sheet,Built-up Roof (BUR) and Liquid Applied Roof Covers for use in Class I andNon-combustible Roof Deck Construction.

9 (2)They shall be tested and classified as Class 2, Class 3, or Class 4 in accordance with UL2218, Standard for Impact Resistance of Prepared Roof Covering Materials.(3)They shall be tested and listed as Class 2, Class 3, or Class 4 in accordance withANSI/FM Approval 4473, Test Standard for Specification Test Protocol for ImpactResistance Testing of Rigid Roofing Materials by Impacting with Freezer Ice Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:21:39 EDT 2015 Committee StatementCommittee Statement: Updating existing reference which is now an ANSI Message:Public Input No. 193- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 10 of 51 First Revision No. 7508- nfpa 5000 - 2015 [ Section No. ] for Severe roof assemblies installed in locations classified as severe hail exposure shall be tested andclassified in accordance with one of the following:(1)They shall be tested and classified as severe hail (SH) in accordance with FM Approval4470, Single-Ply, Polymer-modified Bitumen Sheet, Built-up Roof (BUR) and LiquidApplied Roof Covers for use in Class I and Non-combustible Roof Deck Construction.

10 (2)They shall be tested and classified as Class 3 or Class 4 in accordance with UL 2218,Standard for Impact Resistance of Prepared Roof Covering Materials.(3)They shall be tested and listed as Class 3 or Class 4 in accordance with ANSI/FMApproval 4473, Test Standard for Impact Resistance Testing of Rigid Roofing Materialsby Impacting with Freezer Ice Information VerificationSubmitter Full Name:Robert SolomonOrganization:[ Not Specified ]Street Address:City:State:Zip:Submittal Date:Wed Jul 29 14:22:21 EDT 2015 Committee StatementCommittee Statement: Updating reference, which is now ANSI Message:Public Input No. 194- nfpa 5000 - 2015 [Section No. ]National Fire Protection Association of 4710/28/ 2015 10:58 AMPage 11 of 51 First Revision No. 7509- nfpa 5000 - 2015 [ Section No. ] metal panel roof assemblies applied to a solid or closely fitted deck shall betested for wind resistance in accordance with one of the following applicable tests:(1)ASTM E 1592, Standard Test Method for Structural Performance of Sheet Metal Roofand Siding Systems by Uniform Static Air Pressure DifferenceANSI/FM 4474,Standard for Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies UsingStatic Positive and/or Negative Differential PressuresFM 4471, Approval Standard for Class I Panel Roofs(2)ANSI/UL 580, Standard for Tests for Uplift Resistance of Roof Assemblies(3)ANSI/UL 1897, Standard for Uplift Tests for Roof Covering *Except as noted in , standing seam metal panel roof assemblies, where the rooffunctions as the roof deck and roof covering and provides both weather protection and supportfor loads, itthe structural metal panel roof system shall be tested for wind resistance, wherethe test specimen contains not less than three full panel widths and not less than four fullpanel spans (five structural elements) in accordance with this section.


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