FINAL REPORT* OF THE MOTIONS COMMITTEE 2015 ASSOCIATION TECHNICAL MEETING JUNE 22-25, 2015 CHICAGO, IL

FINAL REPORT* OF THE MOTIONS COMMITTEE 2015 ASSOCIATION TECHNICAL MEETING JUNE 22-25, 2015 CHICAGO, IL I. Introduction This is the second and Final Report* of the s Committee listing Certified Amending s that may be presented at the 2015 NFPA Technical Meeting (Tech Session) in Chicago, IL on June 24-25, 2015. This Report incorporates the first Report of the NFPA s Committee on Fall 2014 Revision Cycle Standards dated October 20, 2014 and the Report of the Annual 2015 Revision Cycle Standards. The s Committee, consisting of NFPA Standards Council Members R. Bradley, J. Golinveaux, B. Manley, D. O Connor, R. Owen, J. Rickard (Chair) and M. Snyder (Fall 2014 s Committee included K. Bell, J. Harrington and J. Milke), has been appointed by the Chair of the Standards Council to certify proper amending motions and otherwise review and act, in accordance with 2.1 through 2.7 of the NFPA Technical Meeting Convention Rules (Convention Rules), on Notices of Intent to Make a (NITMAMs) that have been submitted on NFPA codes and standards (Standards), and processed in the Annual 2015 Revision Cycle. Under NFPA rules, persons wishing to make an allowable amending motion at an NFPA Technical Meeting must declare their intention to do so by filing, within the published deadlines, a NITMAM setting forth information about the intended motion. The s Committee, in accordance with NFPA rules, reviews each NITMAM to determine whether the intended motion is a proper motion. The s Committee can also, in consultation with the submitter of the NITMAM, clarify the intent of, and, if appropriate, restate the motion. Additionally, in prescribed circumstances, group motions that are dependent on each other may be made as a single motion. Furthermore, the s Committee may take such other action or make such other recommendations as will facilitate the fair and efficient consideration of motions within the available time. The s Committee certifies, for presentation at the appropriate NFPA Technical Meeting, all proper Amending s, either as submitted or as clarified, restated or grouped, as explained above. The s Committee then publishes a report setting forth, at a minimum, each Certified Amending, the person(s) authorized to make such motions, and the recommended order in which motions should be entertained. The Report may include s Committee notes or comments aimed at assisting the Presiding Officer or facilitating the understanding of or the orderly and efficient consideration of the motion when presented at the NFPA Technical Meeting. The Certified Amending s for the Annual 2015 Revision Cycle and the Fall 2014 Revision Cycle Standards are summarized in Part II of this Report; Part III summarizes the Annual 2015 motions that were not certified or that were withdrawn; Part IV of this Report lists Consent Standards in the Annual 2015 Revision Cycle that have no Certified Amending s. Table A summarizes the Annual 2015 Revision motions that were certified, not certified, or withdrawn. In reviewing this Report, the following should be considered: The only Amending s allowed at an NFPA Technical Meeting are Certified Amending s set forth in a report of the s Committee and any Follow-Up s (e.g. motions that may become necessary as a result of a previous successful Amending ). (See Convention Rules at 3.4.4.) * In the event that any corrections to or revisions of this Report become necessary, updates will be posted on the NFPA Website at www.nfpa.org. Posted: May 1, 2015 Annual 2015 s Committee Report Page 1 of 59

Certified Amending s at the NFPA Technical Meeting can only be made by person(s) listed in this Report as authorized to make the motion, or by persons they have designated in writing to the Standards Council Secretary as their Designated Representative. See Regulations Governing the Development of NFPA Standards (Regs) at 4.5.3.5(c). The Certified Amending s set forth in this Report are proper and permissible; they will, however, only be presented for the consideration of the membership at the 2015 Association Technical Meeting if a person authorized to make the motion (or their Designated Representative) physically appears, signs in no later than one hour before the beginning of the session (see Convention Rules at 2.7), and makes the motion in accordance with NFPA rules. This Report concerns all Certified Amending s for consideration at the 2015 Association Technical Meeting in Chicago, IL on June 24-25, 2015. The information presented above provides a general introduction to some of the relevant features of the NITMAM process and the presentation of Certified Amending s. For a full and complete understanding of the process, participants should consult the rules themselves, including the Convention Rules and the Regs. In particular, the rules concerning the submission of NITMAMs and the Certification of Amending s can be found at 2.0 of the Convention Rules and 4.5 of the Regs. The rules concerning membership action at NFPA Technical Meetings can be found, generally, in the Convention Rules and in 4.5.3 of the Regs. These are published in the 2015 NFPA Standards Directory and are available on the NFPA website at www.nfpa.org. For additional information about the NFPA codes and standards process, consult the NFPA website or contact NFPA Codes & Standards Administration Department at 617-984-7248. II. Certified Amending s The eleven standards processed in the Fall 2014 and Annual 2015 Revision Cycles that have Certified Amending s which may be presented for action at the June 2015 NFPA Technical Meeting in Chicago, IL are as follows: Annual 2015 Revision Cycle Standards NFPA 13 NFPA 13R NFPA 24 NFPA 72 NFPA 652 NFPA 1710 NFPA 1901 Standard for the Installation of Sprinkler Systems Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies Standard for the Installation of Private Fire Service Mains and Their Appurtenances National Fire Alarm and Signaling Code Standard on Combustible Dusts Standard for the Organization and Deployment of Fire Suppression Operations, Emergency Medical Operations, and Special Operations to the Public by Career Fire Departments Standard for Automotive Fire Apparatus * In the event that any corrections to or revisions of this Report become necessary, updates will be posted on the NFPA Website at www.nfpa.org. Posted: May 1, 2015 Annual 2015 s Committee Report Page 2 of 59

NFPA 1917 Standard for Automotive Ambulances Fall 2014 Revision Cycle Standards NFPA 11 NFPA 33 NFPA 520 Standard for Low-, Medium-, and High-Expansion Foam Standard for Spray Application Using Flammable or Combustible Materials Standard on Subterranean Spaces Note: In accordance with 1.6.2(a) of the Regs, anyone who is dissatisfied with the results of the floor motions from the June 2015 NFPA Technical Meeting and/or the result of the Technical Committee amendment ballots [see Regs at 1.6.2(b)] have the right to appeal the results. Appeals shall be filed no later than twenty days after the NFPA Technical Meeting at which Association action on the issuance of the Standard was recommended. The final date to file any such appeal is July 15, 2015. III. NITMAMs that were not certified or were withdrawn Of the NITMAMs that were received on Annual 2015 Revision Cycle Standards, twenty-six were not certified by the s Committee, and the s Committee approved the withdrawal of one NITMAM. Table A itemizes the motions that were not certified or that were withdrawn by the submitter. (Note: Table A only lists motions for standards in the Annual 2015 Revision Cycle because motions that were not certified for the Fall 2014 Revision Cycle Standards were listed in the Report of the s Committee for Fall 2014 Revision Cycle Standards.) IV. Consent Standards Where a Standard in the Annual 2015 Revision Cycle receives no comments, second revisions, or NITMAMs that result in Certified Amending s, the Standard is considered a Consent Standard. A Consent Standard is not presented at the Association Technical Meeting but is, instead, forwarded directly to the Standards Council for issuance. See Regs at 4.4.8.4 and 4.5.2.5. Thirty standards in the Annual 2015 Revision Cycle are Consent Standards. The following three standards have previously been designated as Consent Standards and issued by the Standards Council (Issued: July 14, 2014 and Effective: July 29, 2014) NFPA 312 NFPA 423 NFPA 1071 Standard for Fire Protection of Vessels During Construction, Conversion, Repair, and Lay-Up Standard for Construction and Protection of Aircraft Engine Test Facilities Standard for Emergency Vehicle Technician Professional Qualifications The following twenty-seven additional standards have been determined by the s Committee to be Consent Standards and shall be forwarded to the Standards Council for balloting. In accordance with 1.6.2(a) of the Regs, there is a fifteen day appeal period following the publication * In the event that any corrections to or revisions of this Report become necessary, updates will be posted on the NFPA Website at www.nfpa.org. Posted: May 1, 2015 Annual 2015 s Committee Report Page 3 of 59

date of this Report in which one may file an appeal related to the issuance of the Consent Standards listed below. The final date to file any such appeal is May 16, 2015. NFPA 2 NFPA 13D NFPA 20 NFPA 40 NFPA 55 NFPA 73 NFPA 80 NFPA 101A NFPA 105 NFPA 110 NFPA 111 NFPA 150 NFPA 160 NFPA 291 NFPA 303 NFPA 307 NFPA 400 NFPA 409 NFPA 415 NFPA 556 NFPA 557 NFPA 820 NFPA 1221 NFPA 1126 NFPA 1730 NFPA 1906 NFPA 1953 Hydrogen Technologies Code Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes Standard for the Installation of Stationary Pumps for Fire Protection Standard for the Storage and Handling of Cellulose Nitrate Film Compressed Gases and Cryogenic Fluids Code Standard for Electrical Inspections for Existing Dwellings Standard for Fire Doors and Other Opening Protectives Guide on Alternative Approaches to Life Safety Standard for Smoke Door Assemblies and Other Opening Protectives Standard for Emergency and Standby Power Systems Standard on Stored Electrical Energy Emergency and Standby Power Systems Standard on Fire and Life Safety in Animal Housing Facilities Standard for the Use of Flame Effects Before an Audience Recommended Practice for Fire Flow Testing and Marking of Hydrants Fire Protection Standard for Marinas and Boatyards Standard for the Construction and Fire Protection of Marine Terminals, Piers, and Wharves Hazardous Materials Code Standard on Aircraft Hangars Standard on Airport Terminal Buildings, Fueling Ramp Drainage, and Loading Walkways Guide on Methods for Evaluating Fire Hazard to Occupants of Passenger Road Vehicles Standard for Determination of Fire Loads for Use in Structural Fire Protection Design Standard for Fire Protection in Wastewater Treatment and Collection Facilities Standard for the Installation, Maintenance, and Use of Emergency Services Communications Systems Standard for the Use of Pyrotechnics Before a Proximate Audience Standard on Organization and Deployment of Fire Prevention Inspection and Code Enforcement, Plan Review, Investigation, and Public Education Operations to the Public Standard for Wildland Fire Apparatus Standard on Protective Ensembles for Contaminated Water Diving (NOTE: For all these Standards, the anticipated Issuance Date is May 26, 2015 with an Effective Date of June 15, 2015.) * In the event that any corrections to or revisions of this Report become necessary, updates will be posted on the NFPA Website at www.nfpa.org. Posted: May 1, 2015 Annual 2015 s Committee Report Page 4 of 59

Annual 2015 Final s Committee Report Certified Amending s (CAMs) Technical Meeting (Tech Session) June, 2015 s Committee: Bradley, Golinveaux, Manley, O Connor, Owen, Rickard, Snyder Table A No. of CAMs NFPA 24, Standard for the Installation of Private Fire Service Mains and Their Appliances 2 NFPA 13, Standard for the Installation of Sprinkler Systems 8 NFPA 13R, Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies 1 NFPA 72, National Fire Alarm and Signaling Code 11 NFPA 652, Standard on Combustible Dust 6 NFPA 1710, Standard for Organization and Deployment of Fire Suppression Operations, Emergency 1 Medical Operations, and Special Operations to the Public by Career Fire Departments NFPA 1901, Standard for Automotive Fire Apparatus 1 NFPA 1917, Standard for Automotive Ambulances 4 NITMAM Closing Date: March 6, 2015 Posted: May 1, 2015 Tech Session: June 24-25, 2015 Technical Meeting Schedule: 1) Wednesday, June 24, 2015 starts @ 2:00 PM: Pending 2) Thursday, June 25, 2015 starts @ 8:00 AM: Pending Special Note: The NFPA Conference and Expo on June 22-25, 2015 in Chicago, Illinois constitutes the second NFPA Technical Meeting (Tech Session) under the Regulations Governing the Development of NFPA Standards (Regs). Please note that under the current process, there will be no print versions of the Technical Committee records (First Draft Report and Second Draft Report). In addition to the Tech Session Agenda, which incorporates both the Fall and Annual Final s Committee Reports, the complete Technical Committee records (First Draft Report and Second Draft Report) including all changes to the appropriate NFPA Standard, can be found on the next edition tab of the specific Document Information page, http://www.nfpa.org/document#. Posted: May 1, 2015 Annual 2015 s Committee Report Page 5 of 59

Report Layout Certified Amending s (CAMs) This Report contains Certified Amending s (CAMs) for NFPA Standards in the Annual 2015 revision cycle that will be considered at the June, 2015 NFPA Technical Meeting (Tech Session). These motions have been certified and determined as proper by the s Committee in accordance with the Regulations Governing the Development of NFPA Standards (Regs) and the NFPA Technical Meeting Convention Rules (Convention Rules). Although the motions as certified will not change, the manner in which they are presented, their layout, and the accompanying supportive material may be modified (solely for presentation), removed or added to. Please make note of, and take into consideration, the following: 1) Report Sections. The s are displayed via two distinct sections which are as follows: I. CAM Overview. Page 3 lists all the CAMs for NFPA 24 that can be pursued at the Tech Session. It includes a reference to the pages containing text that illustrates the potential impact of the CAMs if they were to pass or fail. This page is repeated for all other Annual 2015 Standards being considered at the Tech Session. II. Effect of CAMs. Page 4 displays the potential text of NFPA 24 if Seq # 24-1 were to pass or fail. These pages immediately proceed the applicable CAM Overview page and follow the same order as the motion sequence numbers ( Seq #). The impact of a successful CAM on the Second Draft text is shown legislatively. The effect of an unsuccessful motion is illustrated by simply showing the applicable Second Draft text, without legislative changes. Please see below the editorial legend used throughout these sections. Draft text is displayed as follows: (Strikethrough: indicates the deletion of text) (Underline: indicates the addition of text) 2) Editorial Renumbering. The text, which illustrates the certified amending motion, is derived from the First Draft Report and Second Draft Report. As a result, the section numbers and other materials relating to formatting are subject to change based on the final recommendations of the entire standards development process. 3) NFPA Technical Meeting Consideration. The material provided in this Report is intended to illustrate the potential impact of a successful or unsuccessful Amending on the text of an NFPA Standard. The amendment is based on the recommendation of the NFPA membership when an Amending is filed and presented in accordance with the Regulations Governing the Development of NFPA Standards (Regs). IMPORTANT NOTE: The text as recommended by the NFPA membership is subject to the entire standards development process. Therefore, the standard, recommended amendment, and associated text cannot be considered final until the responsible committee(s) are balloted, where required by the Regs, and the standard is issued by the Standards Council. Per Table 1 of the Regs, any failed Ballot will result in a recommendation to return the related text to previous edition text. Posted: May 1, 2015 Annual 2015 s Committee Report Page 6 of 59

NFPA 24, Standard for the Installation of Private Fire Service Mains and Their Appurtenances Certified Amending (CAM) Overview Seq # NITMAM Log # 24-1 4 6 Section/Para Person(s) Authorized to Make the Certified Amending ** 10.1.1.1 2.3.3 Ariel Carp, Buenos Aires, Argentina Group Amending : Accept Public Comment No. 2 and Reject an Identified Part of Second Revision No. 3. Page # Determination of Proper s within this Report, See NFPA Technical Meeting Convention Rules: 1) Group Amending s: s identified by separate Logs (NITMAM Log #) that are dependent on one another and that, with the agreement of the authorized maker of the motions, shall be considered as dependent motions which will be debated and voted on by the NFPA Membership as a single up or down package. Such motions shall have a single Seq #, identified as 24-X, which once made by the authorized person, will effectively place the dependent motions on the floor for debate and vote as a single up or down action. Posted: May 1, 2015 Annual 2015 s Committee Report Page 7 of 59

24-1 Group Amending : Accept Public Comment No. 2. Recommended Text if Passes: 10.1.1.1 Listing. Piping manufactured in accordance with Table 10.1.1.1 shall be permitted to be used.. Table 10.1.1.1 Manufacturing Standards for Underground Pipe Materials and Dimensions Ductile Iron Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water Polyethylene Encasement for Ductile Iron Pipe Systems Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges Thickness Design of Ductile Iron Pipe Ductile Iron Pipe, Centrifugally Cast for Water Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances Steel Steel Water Pipe 6 in. and Larger Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. and Larger Shop Applied Field Welding of Steel Water Pipe Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in. Dimensions for Fabricated Steel Water Pipe Fittings A Guide for Steel Pipe Design and Installation Concrete Reinforced Concrete Pressure Pipe, Steel-Cylinder Type Prestressed Concrete Pressure Pipe, Steel-Cylinder Type Reinforced Concrete Pressure Pipe, Non-Cylinder Type Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in., for Water Distribution Systems Standard AWWA C104 AWWA C105 AWWA C111 AWWA C115 AWWA C150 AWWA C151 AWWA C600 AWWA C200 AWWA C203 AWWA C205 AWWA C206 AWWA C207 AWWA C208 AWWA M11 AWWA C300 AWWA C301 AWWA C302 AWWA C303 AWWA C400 Posted: May 1, 2015 Annual 2015 s Committee Report Page 8 of 59

Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place AWWA C602 24-1 (cont.) Recommended Text if Fails: 10.1.1.1 Listing. Piping manufactured in accordance with Table 10.1.1.1 shall be permitted to be used.. Table 10.1.1.1 Manufacturing Standards for Underground Pipe Materials and Dimensions Ductile Iron Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water Polyethylene Encasement for Ductile Iron Pipe Systems Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges Thickness Design of Ductile Iron Pipe Ductile Iron Pipe, Centrifugally Cast for Water Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances Concrete Reinforced Concrete Pressure Pipe, Steel-Cylinder Type Prestressed Concrete Pressure Pipe, Steel-Cylinder Type Reinforced Concrete Pressure Pipe, Non-Cylinder Type Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in., for Water Distribution Systems Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place Standard AWWA C104 AWWA C105 AWWA C111 AWWA C115 AWWA C150 AWWA C151 AWWA C600 AWWA C300 AWWA C301 AWWA C302 AWWA C303 AWWA C400 AWWA C602 Posted: May 1, 2015 Annual 2015 s Committee Report Page 9 of 59

24-1 (cont.) Group Amending : Reject and Identified Part of Second Revision No. 6. Recommended Text if Passes: 2.3.3 AWWA Publications American Water Works Association, 6666 West Quincy Avenue, Denver, CO 80235. AWWA C104, Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water, 2008. AWWA C105, Polyethylene Encasement for Ductile Iron Pipe Systems, 2005. AWWA C110, Ductile Iron and Gray Iron Fittings, 2008. AWWA C111, Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings, 2000. AWWA C115, Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges, 2005. AWWA C116, Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings for Water Supply Service, 2003. AWWA C150, Thickness Design of Ductile Iron Pipe, 2008. AWWA C151, Ductile Iron Pipe, Centrifugally Cast for Water, 2002. AWWA C153, Ductile-Iron Compact Fittings for Water Service, 2006. AWWA C200, Steel Water Pipe 6 in. and Larger, 2005. AWWA C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied, 2002. AWWA C205, Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. and Larger Shop Applied, 2007. AWWA C206, Field Welding of Steel Water Pipe, 2003. AWWA C207, Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in., 2007. AWWA C208, Dimensions for Fabricated Steel Water Pipe Fittings, 2007. AWWA C300, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, 2004. AWWA C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, 2007. AWWA C302, Reinforced Concrete Pressure Pipe, Non-Cylinder Type, 2004. AWWA C303, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned, 2002. AWWA C400, Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in. (100 mm through 400 mm), for Water Distribution Systems, 2003. AWWA C600, Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances, 2005. AWWA C602, Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place, 2006. AWWA C603, Standard for the Installation of Asbestos-Cement Pressure Pipe, 2005. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., for Water Distribution, 2007. AWWA C905, AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 in. Through 48 in. (350 mm Through 1200 mm), 2010. AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Through 63 in. (1575 mm) for Water Distribution, 2007. AWWA C909, Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe, 4 in. through 24 in. (100 mm through 600 mm), for Water, Wastewater, and Reclaimed Water Service, 2010. AWWA M11, A Guide for Steel Pipe Design and Installation, 4 th edition, 2004. Posted: May 1, 2015 Annual 2015 s Committee Report Page 10 of 59

24-1 (cont.) Recommended Text if Fails: 2.3.3 AWWA Publications. American Water Works Association, 6666 West Quincy Avenue, Denver, CO 80235. AWWA C104, Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water, 2008. AWWA C105, Polyethylene Encasement for Ductile Iron Pipe Systems, 2005. AWWA C110, Ductile Iron and Gray Iron Fittings, 2008. AWWA C111, Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings, 2000. AWWA C115, Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges, 2005. AWWA C116, Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings for Water Supply Service, 2003. AWWA C150, Thickness Design of Ductile Iron Pipe, 2008. AWWA C151, Ductile Iron Pipe, Centrifugally Cast for Water, 2002. AWWA C153, Ductile-Iron Compact Fittings for Water Service, 2006. AWWA C200, Steel Water Pipe 6 in. and Larger, 2005. AWWA C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied, 2002. AWWA C205, Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. and Larger Shop Applied, 2007. AWWA C206, Field Welding of Steel Water Pipe, 2003. AWWA C207, Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in., 2007. AWWA C208, Dimensions for Fabricated Steel Water Pipe Fittings, 2007. AWWA C300, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, 2004. AWWA C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, 2007. AWWA C302, Reinforced Concrete Pressure Pipe, Non-Cylinder Type, 2004. AWWA C303, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned, 2002. AWWA C400, Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in. (100 mm through 400 mm), for Water Distribution Systems, 2003. AWWA C600, Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances, 2005. AWWA C602, Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place, 2006. AWWA C603, Standard for the Installation of Asbestos-Cement Pressure Pipe, 2005. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., for Water Distribution, 2007. AWWA C905, AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 in. Through 48 in. (350 mm Through 1200 mm), 2010. AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Through 63 in. (1575 mm) for Water Distribution, 2007. AWWA C909, Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe, 4 in. through 24 in. (100 mm through 600 mm), for Water, Wastewater, and Reclaimed Water Service, 2010. Posted: May 1, 2015 Annual 2015 s Committee Report Page 11 of 59

Seq # NFPA 13, Standard for the Installation of Sprinkler Systems Certified Amending (CAM) Overview NITMAM Log # 13-1 11 12 Section/Para Person(s) Authorized to Make the Certified Amending ** 7.1.5 8.16.6 13-2 4 8.15.5 and related Annex 13-3 16 8.15.26 13-4 13 14 13-5 3 2 A.8.15.26 9.1.1.6.3 A.9.1.1.6.3 10.1.1.1 2.3.6 Roland Asp, National Fire Sprinkler Association Sagiv Weiss-Ishai, San Francisco Fire Department Kevin Kelly, Victaulic Robert Upson, National Fire Sprinkler Association Ariel Carp, Buenos Aires, Argentina Group Amending : Reject Second Revision Nos. 25 & 44 and any related portions of the First Revisions and First Correlating Revisions. Accept Public Comment No. 132. Reject Second Revision No. 138 and any related portions of the First Revisions and First Correlating Revisions, thereby deleting the new section and associated annex. Group Amending : Accept Public Comment No. 244 and 288. Group Amending : Reject an Identifiable Part of Second Revision No. 24 and Accept Public Comments No. 27. Page # Determination of Proper s within this Report, See NFPA Technical Meeting Convention Rules: 1) Group Amending s: s identified by separate Logs (NITMAM Log #) that are dependent on one another and that, with the agreement of the authorized maker of the motions, shall be considered as dependent motions which will be debated and voted on by the NFPA Membership as a single up or down package. Such motions shall have a single Seq #, identified as 13-X, which once made by the authorized person, will effectively place the dependent motions on the floor for debate and vote as a single up or down action. Posted: May 1, 2015 Annual 2015 s Committee Report Page 12 of 59

NFPA 13, Standard for the Installation of Sprinkler Systems Seq # 13-1: Roland Asp, National Fire Sprinkler Association Group Amending : Reject Second Revision Nos. 25 & 44 including any related portions of First Revisions and First Correlating Revisions. Recommended Text if Passes: The proposed new text for air venting and associated Annex (7.1.5, 7.1.5.1, 8.16.6, and A.8.16.6) is not recommended for inclusion in the 2016 edition of NFPA 13. Recommended Text if Fails: 7.1.5 Air Venting. A single air vent with a connection conforming to 8.16.6 shall be provided on each wet pipe system utilizing metallic pipe. (See A.8.16.6.) 7.1.5.1 Venting from multiple points on each system shall not be required. 8.16.6 * Air Venting. The vent required by 7.1.5 shall be located near a high point in the system to allow air to be removed from that portion of the system by one of the following methods: 13-1 (1) Manual valve, minimum ½ in. size (2) Automatic air vent (3) Other approved means A.8.16.6 A manual or automatic air venting valve can be a reasonable approach on wet pipe sprinkler systems to reduce corrosion activity. The purpose of the air venting valve is to exhaust as much trapped air as possible from a single location every time the system is filled. The objective of venting is to reduce the amount of oxygen trapped in the system that will fuel corrosion and microbial activity. It is neither the intent nor practical to exhaust all trapped air from a single location on a wet pipe sprinkler system; however, more than one vent can be used on a system at the designer's discretion. Interconnection of branch line piping for venting purposes is not necessary. An inspector's test valve can serve this purpose. The air venting valve should be located where it will be most effective. System piping layout will guide the designer in choosing an effective location for venting. In order to effectively accomplish venting, it is necessary to choose a location where the greatest volume of trapped air is vented during the first fill and each subsequent drain and fill event. The vent connection to the system should be located off the top of horizontal piping at a high point in the system; however, the vent connection can also be effectively located off the side of a riser or riser nipple at a high point in the system. Manual air venting valves should be accessible. The manual air venting valve should be located at an accessible point and preferably not over 7 ft (2 m) above the floor. Automatic air valves are not required to comply with the accessibility requirement of manual air venting valves; however, it is recommended the designer locate automatic air vents over areas without ceilings, above a lay-in ceiling, or above an access panel. Each wet pipe sprinkler system should be vented every time the system is filled. Posted: May 1, 2015 Annual 2015 s Committee Report Page 13 of 59

13-2 Certified Amending : Accept Public Comment No. 132 Recommended Text if Passes: 8.15.5 Elevator Hoistways, Machine Rooms, Machinery Spaces, Control Rooms, and Control Spaces. 8.15.5.1* Sidewall spray sprinklers shall be installed at the bottom of each elevator hoistway not more than 2 ft (0.61 m) above the floor of the pit. 8.15.5.2 The sprinkler required at the bottom of the elevator hoistway by 8.15.5.1 shall not be required for enclosed, noncombustible elevator shafts that do not contain combustible hydraulic fluids. 8.15.5.3 Automatic fire sprinklers shall not be required to be installed in elevator machine rooms, elevator machinery spaces, elevator control rooms, or elevator control spaces, or hoistways of traction elevators installed in accordance with the applicable provisions in NFPA 101, or the applicable building code, where all of the following conditions are met: 1. The elevator machine room, machinery space, control room or control space, or hoistway of traction elevator is dedicated to elevator equipment only. 2. The elevator machine room, machine room, machinery space, control room or control space, or hoistway of traction elevators are elevator is protected by smoke detectors, or other automatic fire detection, installed in accordance with NFPA 72. 3. The elevator machine room, machinery space, control room or control space, or hoistway of traction elevators elevator 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. 4. No materials unrelated to elevator equipment are permitted to be stored in elevator machine rooms room, machinery spaces space control rooms room or control space spaces, or hoistways of traction elevators elevator. 5. The elevator machinery is not of the hydraulic type. 8.15.5.42* Automatic sprinklers in elevator machine rooms or room, machinery space, control room, control space, or at the tops of hoistways shall be of ordinary- or intermediate-temperature rating. 8.15.5.53* Upright, pendent, or sidewall spray sprinklers shall be installed at the top of elevator hoistways. 8.15.5.64 The sprinkler required at the top of the elevator hoistway by 8.15.5.5 shall not be required where the hoistway for passenger elevators is noncombustible or limited-combustible and the car enclosure materials meet the requirements of ASME A17.1, Safety Code for Elevators and Escalators. 8.15.5.4.1 Upright, pendent, or sidewall spray sprinklers shall be installed at the top of traction freight elevator hoistways. 8.15.5.4.2 Upright, pendent, or sidewall spray sprinklers shall be installed at the top of hydraulic freight elevator hoistways. 8.15.5.57 Combustible Suspension Means and Combustible in Elevators Elevator Equipment in Elevator Hoistways. Posted: May 1, 2015 Annual 2015 s Committee Report Page 14 of 59

8.15.5.57.1 Sprinklers shall be installed at the top and bottom of elevator hoistways where elevators utilize combustible suspension means such as noncircular elastomeric-coated or polyurethane-coated steel belts or where the hoisting machine, elevator motor, elevator controller, or other combustible elevator equipment is installed inside the elevator hoistway. 8.15.5.5.7.2 The sprinklers required at the top and bottom of in the elevator hoistway by 8.15.5.5.1 shall not be required when the suspension means provide not less than an FT-1 rating when tested to the vertical burn test requirements of UL 62, Flexible Cords and Cables, and UL 1581, Reference Standard for Electrical Wires, Cables, and Flexible Cords and the top of the elevator hoistway is protected by smoke detectors, or other automatic fire detection, installed in accordance with NFPA 72. 13-2 (cont.) Recommended Text if Fails: 8.15.5 Elevator Hoistways and Machine Rooms. 8.15.5.1* Sidewall spray sprinklers shall be installed at the bottom of each elevator hoistway not more than 2 ft (600 mm) above the floor of the pit. 8.15.5.2 The sprinkler required at the bottom of the elevator hoistway by 8.15.5.1 shall not be required for enclosed, noncombustible elevator shafts that do not contain combustible hydraulic fluids. 8.15.5.3 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 NFPA 101, or the applicable building code, where all of the following conditions are met: (1) The elevator machine room, machinery space, control room, control space, or hoistway of traction elevator is dedicated to elevator equipment only. (2) The elevator machine room, machine room, machinery space, control room, control space, or hoistway of traction elevators are protected by smoke detectors, or other automatic fire detection, installed in accordance with NFPA 72. (3) 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. (4) 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. (5) The elevator machinery is not of the hydraulic type. 8.15.5.4* Automatic sprinklers in elevator machine rooms or at the tops of hoistways shall be of ordinary- or intermediate-temperature rating. 8.15.5.5* Upright, pendent, or sidewall spray sprinklers shall be installed at the top of elevator hoistways. 8.15.5.6 The sprinkler required at the top of the elevator hoistway by 8.15.5.5 shall not be required where the hoistway for passenger elevators is noncombustible or limited-combustible and the car enclosure materials meet the requirements of ASME A17.1, Safety Code for Elevators and Escalators. 8.15.5.7 Combustible Suspension in Elevators. Posted: May 1, 2015 Annual 2015 s Committee Report Page 15 of 59

13-2 (cont.) 8.15.5.7.1 Sprinklers shall be installed at the top and bottom of elevator hoistways where elevators utilize combustible suspension means such as noncircular elastomeric-coated or polyurethane-coated steel belts. 8.15.5.7.2 The sprinklers in the elevator hoistway shall not be required when the suspension means provide not less than an FT-1 rating when tested to the vertical burn test requirements of UL 62, Flexible Cords and Cables, and UL 1581, Reference Standard for Electrical Wires, Cables, and Flexible Cords. Posted: May 1, 2015 Annual 2015 s Committee Report Page 16 of 59

NFPA 13, Standard for the Installation of Sprinkler Systems Seq # 13-3: Kevin Kelly, Victaulic Certified Amending : Reject Second Revision No. 138 including any related portions of First Revisions and First Correlating Revisions. Recommended Text if Passes: The proposed new text for sprinkler-protected glazing and associated Annex (8.15.26 and A.8.15.26) is not recommended for inclusion in the 2016 edition of NFPA 13. Recommended Text if Fails: 8.15.26* Sprinkler-Protected Glazing. Where sprinklers are used in combination with glazing as an alternative to a required fire-rated wall or window assembly, the sprinkler-protected assembly shall comply with the following: 13-3 1. Sprinklers shall be listed as specific application window sprinklers unless the standard spray sprinklers are specifically permitted by the building code. 2. Sprinklers shall be supplied by a wet-pipe system. 3. Glazing shall be heat-strengthened, tempered, or glass ceramic and shall be fixed. 4. Where the assembly is required to be protected from both sides, sprinklers shall be installed on both sides of the glazing. 5. The use of sprinkler-protected glazing shall be limited to non-load-bearing walls. 6. The glazed assembly shall not have any horizontal members that would interfere with uniform distribution of water over the surface of the glazing, and there shall be no obstructions between sprinklers and glazing that would obstruct water distribution. 7. The water supply duration for the design area that includes the window sprinklers shall not be less than the required rating of the assembly A.8.15.26 It is not the intent of this section to apply to sprinkler protection of glass atrium enclosures, pedestrian walkways, which are permitted by NFPA 101, or model building codes to be protected by standard spray sprinklers installed in accordance with the special provisions set forth in those codes for atrium construction. In some cases, sprinkler protected assemblies as an alternative to a required fire-rated wall or window assembly could require the approval of the building official. Posted: May 1, 2015 Annual 2015 s Committee Report Page 17 of 59

NFPA 13, Standard for the Installation of Sprinkler Systems Seq # 13-4: Robert Upson, National Fire Sprinkler Association Group Amending : Accept Public Comment No. 244 and No. 288. Recommended Text if Passes: The proposed new text (9.1.1.6.3 and A.9.1.1.6.3) is not recommended for inclusion in the 2016 edition of NFPA 13. 13-4 Recommended Text if Fails: 9.1.1.6.3* Ferrous hanger rods shall be fabricated from steel that meets the requirements of ASTM A307, Standard Specification for Carbon Steel Bolts and Studs, 60 000 psi tensile strength, Grade A or B, or the material, strength and fit requirements of other equivalent standards. A.9.1.1.6.3 Other standards equivalent to ASTM A307 grades A or B include SAE J429 Grades 1 or 2. Both fasteners are fabricated from low or medium carbon steel, and requirements have a minimum tensile strength of 60 ksi. Posted: May 1, 2015 Annual 2015 s Committee Report Page 18 of 59

13-5 Group Amending : Accept Public Comment No. 222. Recommended Text if Passes: 10.1.1.1 Piping manufactured in accordance with Table 10.1.1.1 shall be permitted to be used. [24:10.1.1.1] Table 10.1.1.1 Manufacturing Standards for Underground Pipe Materials and Dimensions Ductile Iron Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water Polyethylene Encasement for Ductile Iron Pipe Systems Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges Thickness Design of Ductile Iron Pipe Ductile Iron Pipe, Centrifugally Cast for Water Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances Steel Steel Water Pipe 6 in. and Larger Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. and Larger Shop Applied Field Welding of Steel Water Pipe Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in. Dimensions for Fabricated Steel Water Pipe Fittings A Guide for Steel Pipe Design and Installation Concrete Reinforced Concrete Pressure Pipe, Steel-Cylinder Type Prestressed Concrete Pressure Pipe, Steel-Cylinder Type Reinforced Concrete Pressure Pipe, Non-Cylinder Type Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in., for Water Distribution Systems Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place Standard AWWA C104 AWWA C105 AWWA C111 AWWA C115 AWWA C150 AWWA C151 AWWA C600 AWWA C200 AWWA C203 AWWA C205 AWWA C206 AWWA C207 AWWA C208 AWWA M11 AWWA C300 AWWA C301 AWWA C302 AWWA C303 AWWA C400 AWWA C602 Posted: May 1, 2015 Annual 2015 s Committee Report Page 19 of 59

13-5 (cont.) Recommended Text if Fails: 10.1.1.1 Piping manufactured in accordance with Table 10.1.1.1 shall be permitted to be used. [24:10.1.1.1] Table 10.1.1.1 Manufacturing Standards for Underground Pipe Materials and Dimensions Ductile Iron Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water Polyethylene Encasement for Ductile Iron Pipe Systems Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges Thickness Design of Ductile Iron Pipe Ductile Iron Pipe, Centrifugally Cast for Water Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances Concrete Reinforced Concrete Pressure Pipe, Steel-Cylinder Type Prestressed Concrete Pressure Pipe, Steel-Cylinder Type Reinforced Concrete Pressure Pipe, Non-Cylinder Type Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in., for Water Distribution Systems Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger in Place Standard AWWA C104 AWWA C105 AWWA C111 AWWA C115 AWWA C150 AWWA C151 AWWA C600 AWWA C300 AWWA C301 AWWA C302 AWWA C303 AWWA C400 AWWA C602 Posted: May 1, 2015 Annual 2015 s Committee Report Page 20 of 59

13-5 (cont.) Group Amending : Reject an Identifiable Part of Second Correlating Revision No. 24 Recommended Text if Passes: 2.3.6 AWWA Publications. American Water Works Association, 6666 West Quincy Avenue, Denver, CO 80235. AWWA C104, Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water, 1995. AWWA C105, Polyethylene Encasement for Ductile Iron Pipe Systems, 1999. AWWA C110, Ductile Iron and Gray Iron Fittings, 3-in. Through 48-in. (76 mm Through 1219 mm), for Water and Other Liquids, 1998. AWWA C111, Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings, 2000. AWWA C115, Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges, 1999. AWWA C116, Protective Fusion-Bonded Epoxy Coatings Internal and External Surface Ductile-Iron/Gray-Iron Fittings, 2003. AWWA C150, Thickness Design of Ductile Iron Pipe, 1996. AWWA C151, Ductile Iron Pipe, Centrifugally Cast for Water, 1996. AWWA C153, Ductile-Iron Compact Fittings for Water Service, 2000. AWWA C200, Steel Water Pipe 6 in. (150 mm) and Larger, 1997. AWWA C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied, 1997. AWWA C205, Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. (100 mm) and Larger Shop Applied, 2000. AWWA C206, Field Welding of Steel Water Pipe, 1997. AWWA C207, Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in. (100 mm Through 3,600 mm), 1994. AWWA C208, Dimensions for Fabricated Steel Water Pipe Fittings, 1996. AWWA C300, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids, 1997. AWWA C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids, 1999. AWWA C302, Reinforced Concrete Pressure Pipe, Non-Cylinder Type, for Water and Other Liquids, 1995. AWWA C303, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned, for Water and Other Liquids, 1995. AWWA C400, Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in. (100 mm Through 400 mm), for Water and Other Liquids, 1998. AWWA C401, Standard Practice for the Selection of Asbestos-Cement Water Pipe, 4 in. Through 16 in. (100 mm Through 400 mm), 1998. AWWA C600, Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances, 1999. AWWA C602, Cement-Mortar Lining of Water Pipe Lines 4 in. (100 mm) and Larger in Place, 2000. AWWA C603, Standard for the Installation of Asbestos-Cement Water Pipe, 1996. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in. (100 mm Through 300 mm), for Water and Other Liquids, 1997. AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Th. 63 in (1,575 mm), for Water Distribution and Transportation, 1999. AWWA M11, A Guide for Steel Pipe Design and Installation, 3rd edition, 1989. Recommended Text if Fails: 2.3.6 AWWA Publications. American Water Works Association, 6666 West Quincy Avenue, Denver, CO 80235. AWWA C104, Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water, 1995. AWWA C105, Polyethylene Encasement for Ductile Iron Pipe Systems, 1999. AWWA C110, Ductile Iron and Gray Iron Fittings, 3-in. Through 48-in. (76 mm Through 1219 mm), for Water and Other Liquids, 1998. AWWA C111, Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings, 2000. Posted: May 1, 2015 Annual 2015 s Committee Report Page 21 of 59

13-5 (cont.) AWWA C115, Flanged Ductile Iron Pipe with Ductile Iron or Gray Iron Threaded Flanges, 1999. AWWA C116, Protective Fusion-Bonded Epoxy Coatings Internal and External Surface Ductile-Iron/Gray-Iron Fittings, 2003. AWWA C150, Thickness Design of Ductile Iron Pipe, 1996. AWWA C151, Ductile Iron Pipe, Centrifugally Cast for Water, 1996. AWWA C153, Ductile-Iron Compact Fittings for Water Service, 2000. AWWA C200, Steel Water Pipe 6 in. (150 mm) and Larger, 1997. AWWA C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape Hot Applied, 1997. AWWA C205, Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. (100 mm) and Larger Shop Applied, 2000. AWWA C206, Field Welding of Steel Water Pipe, 1997. AWWA C207, Steel Pipe Flanges for Waterworks Service Sizes 4 in. Through 144 in. (100 mm Through 3,600 mm), 1994. AWWA C208, Dimensions for Fabricated Steel Water Pipe Fittings, 1996. AWWA C300, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids, 1997. AWWA C301, Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids, 1999. AWWA C302, Reinforced Concrete Pressure Pipe, Non-Cylinder Type, for Water and Other Liquids, 1995. AWWA C303, Reinforced Concrete Pressure Pipe, Steel-Cylinder Type, Pretensioned, for Water and Other Liquids, 1995. AWWA C400, Standard for Asbestos-Cement Distribution Pipe, 4 in. Through 16 in. (100 mm Through 400 mm), for Water and Other Liquids, 1998. AWWA C401, Standard Practice for the Selection of Asbestos-Cement Water Pipe, 4 in. Through 16 in. (100 mm Through 400 mm), 1998. AWWA C600, Standard for the Installation of Ductile Iron Water Mains and Their Appurtenances, 1999. AWWA C602, Cement-Mortar Lining of Water Pipe Lines 4 in. (100 mm) and Larger in Place, 2000. AWWA C603, Standard for the Installation of Asbestos-Cement Water Pipe, 1996. AWWA C900, Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in. (100 mm Through 300 mm), for Water and Other Liquids, 1997. AWWA C906, Polyethylene (PE) Pressure Pipe and Fittings, 4 in. (100 mm) Th. 63 in (1,575 mm), for Water Distribution and Transportation, 1999. Posted: May 1, 2015 Annual 2015 s Committee Report Page 22 of 59

Seq # NFPA 13, Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies Certified Amending (CAM) Overview NITMAM Log # Section/Para Person(s) Authorized to Make the Certified Amending ** 13R-1 1 6.9.5 and 6.9.6 Roland Asp, National Fire Sprinkler Association Reject Second Revision No. 21. Page # Posted: May 1, 2015 Annual 2015 s Committee Report Page 23 of 59

NFPA 13R, Standard for the Installation of Sprinkler Systems in Low-Rise Residential Occupancies Seq # 13R-1: Roland Asp, National Fire Sprinkler Association Certified Amending : Reject Second Revision No. 21. Recommended Text if Passes: The proposed new text (6.9.5 and 6.9.6) is not recommended for inclusion in the 2016 edition of NFPA 13R. 13R-1 Recommended Text if Fails: 6.9.5 For trapped sections of dry pipe systems not subject to freezing temperatures, the pipe shall be arranged to drain in one of the following manners: (1) The system shall contain an auxiliary drain consisting of a nipple and cap or plug not less than 1 2 in. (15 mm) in size. (2) Where the capacity of trapped sections of pipes is less than 5 gal (18.9 L), one of the following arrangements shall be provided: (a) System piping arranged to drain by removing a single pendent sprinkler (b) A flexible coupling or other easily separated connection 6.9.6 For wet pipe systems, trapped sections of pipe shall be arranged to drain in one of the following manners: (1) The system shall contain an auxiliary drain consisting of a nipple and cap or plug not less than 1 2 in. (15 mm) in size. (2) Where the capacity of trapped sections of pipes in wet systems is less than 5 gal (18.9 L), one of the following arrangements shall be provided: (a) System piping arranged to drain by removing a single pendent sprinkler (b) A flexible couplings or other easily separated connection Posted: May 1, 2015 Annual 2015 s Committee Report Page 24 of 59