Welding Fire Protection Piping 101

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Welding Fire Protection Piping 101ByWalter J. Sperko, P.E.Sperko Engineering Services, Inc.4803 Archwood DriveGreensboro, NC 27406 USAwww.sperkoengineering.com336-674-0600FAX 336-674-0202sperko@asme.org

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Part 1 – Welding Procedures and Welder Qualification for Fire Protection PipingFire protection piping has an easy life compared to other piping systems. Not much flowing through it. Onlyoccasional pressure changes. Practically no temperature changes, so stresses due to expansion or contractionare not a concern. Fluid being carried is not explosive or flammable. About all it has to do is contain waterreliably and provide it to sprinkler heads when it’s needed. It’s biggest enemy is corrosion.Like welds in all piping systems, fire protection piping welds need to be adequate for the service. NFPA 13does not require radiographic examination or other expensive inspection of piping system welds, but it doesrequire that the shop fabricator and installing contractor have Welding Procedure Specifications (WPSs) thatprovide detailed direction to the welder on how to make the weld. It also requires that his welders bequalified to the same standard. NFPA-13 says:6.5.2.13.2 Qualification of the welding procedure to be used and the performance of all welders andwelding operators shall be required and shall meet or exceed the requirements of AWS B2.1,Specification for Welding Procedure and Performance Qualification.In addition to AWS B2.1, the 2006 edition will permit qualification following ASME Section IX Weldingand Brazing Qualifications.When NFPA 13 requires qualification to one of these standards, it means that the WPS has to address certainelements of how to do welding that the codes call “variables;” among these are: Welding process or processes (i.e., stick, MIG, flux core, etc.)Base metal (i.e., A-53, A-139, etc.)Electrode type (i.e., E7018, ER70S-2, E71T-1, etc.)Design of the groove (i.e., Single-vee, single-bevel, U-groove, etc.) or filletPosition (Most WPSs allow all-position welding, although shop welding may be limited to flatposition where the pipe is rotated and the welding torch is held steady at the top of the pipe duringwelding)Progression (when welding with the pipe horizontal and the weld vertical, the welder can startwelding at the bottom of the pipe and proceed to the top when welding “uphill” or he can start at thetop and proceed to the bottom when welding “downhill.” Contrary to popular opinion, welds madeusing downhill progression are equal in quality to those made using uphill progression when made bya skilled welder)Preheat temperature (The minimum temperature of the pipe before and during welding, typically50 F.)Postweld heat treatment (Typically not done on fire-protection piping)Shielding gas (CO2, Ar-CO2 mixes, etc.) for gas-shielded processes like MIG or TIG.Electrical Characteristics (i.e., current type, polarity, volts, amps and travel speed.) for each weldingprocess and for each electrode type and size.Miscellaneous conditions, such as initial and interpass cleaning, peening, repair welding, electrodestick-out, shielding gas flow rate, etc.See Figure 1 for a typical WPS suitable for welding fire protection piping.Page 2 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Not only does the contractor have to address all the variables required by code, but he has to demonstrate thatthe WPS works by welding test pieces together following the WPS and testing that assembly; this process isknown as “qualification” of the procedure, and the record documenting the test conditions and test results isknown as a Procedure Qualification Record (PQR). See Figure 2 for the PQR that supports the WPS shown inFigure 1.While the WPS provides the recipe to the welder telling him how to make the weld, the welder himself mustalso be qualified by welding a test piece and either doing bend tests on that piece or x-raying it. Like WPSqualification, there are “variables” that govern welder qualification. Those variables include the weldingprocess, electrode or filler metal type, the pipe diameter, thickness, position, progression and use of backingwhen the welding process is SMAW (also known as “stick” welding) For GMAW (also known as MIGwelding) and GTAW (also known as TIG welding), other variables such a backing gas and transfer modemust also be demonstrated. A typical welder qualification record is shown on Figure 3. Welding operators(such as those who run machines that attach outlet nozzles) also have to be qualified, but the variables aredifferent from those for welders.Generally speaking, welders who weld on fire protection piping should be tested:1) by their employer2) on test pieces that are pipe, not plate. (Sometimes shop welder will test on plate.)3) using the welding process and electrode types they will use for installation.For field work, the test pipe should be inclined at 45 from the horizon (known as the “6G” position) so thatthe welder is qualified to weld in all positions; for shop work where most of the pipe is rolled while it is beingwelded, welder testing may be done with the pipe horizontal and rolled (1GR) while the pipe rotates underthe welding torch; this qualifies the welder only for the flat position.NFPA-13, paragraph 6.5.2.14.1 says that welders or welding machine operators shall, upon completion ofeach weld, stamp an imprint of their identification into the side of the pipe adjacent to the weld. To complywith this requirement, fabricators and contractors are required to assign an identifying letter, number orsymbol to each welder, and that identification must be shown on the qualification records and it must bestamped on that welder’s production welds. The 2006 edition will permit marking using other methods otherthan stamping, such as a paint stick.Purchasers of fire protection piping should specify that the contractor submit copies of their WPSs (includingthe PQRs that support them) that will be used on their work. Purchasers should also request copies of typicalwelder qualification records to verify that the contractor knows how to qualify his welders. Smart purchasersreview these documents before the fabricator or contractor starts work. WPSs and welder qualificationrecords should be available at the site where the work is being done, and the inspector or Fire Marshal shoulduse them to verify that the welder is doing what the WPS says to do and that the welder is welding within hislimits of qualification as shown in the “Range Qualified” column on the welder qualification record. If theinspector or Fire Marshal does not know enough about welding to verify compliance with these documents, acompetent contractor’s welding supervisor should be cognizant enough to explain them to him.NFPA-13, paragraph 6.5.2.14.2, says that contractors or fabricators shall maintain certified records, whichshall be available to the authority having jurisdiction, of the procedures used and the welders or weldingmachine operators employed by them, along with their welding identification imprints. A fabricator orcontractor who cannot produce WPSs, PQRs and welder qualification records cannot be in compliance withPage 3 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.NFPA 13, and any piping fabricated or installed by him would not be legal in any jurisdiction where NFPA13 is imposed by law and should be rejected by the responsible Fire Marshal.Part 2 – Examination of Fire Protection Piping during Fabrication and InstallationOnce the purchaser has verified that the WPSs are correct and the welders are qualified, the quality of thewelds should be checked. This may be done in a fabrication shop, on piping assemblies that have beenreceived at a site but are not yet installed and on welds as they are being made in the field.Butt Welds and Header Branch Welds1All welds should be visually examined externally for general appearance. They should be free of excessiveundercut and reinforcement and should show no surface slag or porosity. See Figures 4 and 5. Any butt orheader branch welds where the inside surface of the pipe (“root side”) can be seen should exhibit penetrationsuch as shown in Figure 6. For standard weight pipe (see Table 1) where backing rings were not used, agood rule-of-thumb is that incomplete penetration should not exceed 3 inches in length in any 6 inches ofweld length or over half of the pipe circumference; for light-weight or schedule 10 pipe, incompletepenetration should not exceed 1 inch in any 4 inches of weld length. Figure 7 shows incomplete penetration.Figure 8 shows additional root side conditions that may be encountered.For field assembly, similar examinations should be done where one can see the root side of the joint;however, root sides are typically not accessible, so it is import that the pipe be cut, beveled and assembledproperly in accordance with the WPS prior to welding the root pass (Figure 4).The best way to ensure adequate penetration of a butt weld is to use backing rings. See Figure 9. With abacking ring, adequate root spacing is ensured, and as a bonus, the level of welder skill does not have to be sohigh.Without a backing ring, adequate penetration can only be ensured by doing fit-up inspection before weldingthe root pass. That is, the pipe should be beveled and assembled and tack welded as required by the WPS,then inspected preferably by someone other than the welder before welding the root. A typical fit-up thatgives the welder a reasonable opportunity to achieve adequate penetration is shown in Figure 10; if in doubtabout the adequacy of a contractor’s root pass welding practices, ask him to fit and weld a joint where theroot side is either accessible for visual examination after welding (e.g., a tee) or to weld a mock-up using hisstandard fit-up practices. To verify that his practices are being followed during installation, purchasers andFire Marshals should perform fit-up inspection randomly as work progresses.As welds are being made, welders should clean the root pass and also between passes using a slag hammer,power wire brush or grinder. Some grinding may be needed to ensure that the previously deposited beadshave a contour suitable for depositing the next layer. Crevices and excessive roughness should be removedby grinding before making subsequent weld passes.Outlet Connections to Spray Nozzles (i.e., “Drop pipe)1Header branch welds are connections that are stubbed into or onto a header to carry water to outletconnections. Header branch welds are frequently used in lieu of tees. An outlet connection leading to a spraynozzle (“drop pipe”) is not considered a header branch weld.Page 4 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.NFPA-13, paragraph 6.5.2.1.1 allows outlet fittings that will go to spray nozzles (commonly referred to as“drop pipe,” to be partial penetration joints. The 2006 edition permit these welds to be fillet welds, partialpenetration welds with reinforcing fillet or fully penetrated groove welds. Where partial penetration welds orfillet welds are used, the weld size has to be sufficiently large to withstand the pressure load from the waterinside the pipe. The weld should be uniform in size around the fitting except that there may be a larger weldat the point where welding stopped. If the weld size is 1/4 inch measured as shown in Figure 11, that wouldbe adequate for any typical fire protection system up to 150 psi. For weld sizes that are smaller than 1/4 inchor for higher pressure systems, the inspector or Fire Marshal should ask to see the design calculations unlessthe weld is fully penetrated, in which case the weld is at least as strong as the header or fitting andcalculations are superfluous.Outlet nozzle welds should be visually examined just like butt welds for surface appearance, porosity,undercut and weld size. In addition, special attention should be paid to threads which should be clean andfree of weld spatter or other damage. The holes that are cut in the header should be as large as the opening inthe outlet fitting, and any disks created by cutting the hole shall be removed. The inside surface of the headershould be free of slag and dross, and the fitting should not protrude into the header pipe.Weld StampingFinally, all welds should be marked with the stamp assigned to the welder(s) who made the welds. Markingtoday must be steel die stamping, but paint stick marking will be acceptable after the 2006 Edition of NFPA13 is published. In any case, a welder identification mark should be evident on or near each weld. Finalvisual acceptance of welds by the installing contractor should either be documented in an inspection report orrecorded with the inspector’s initials and date using a paint stick near the weld itself.Questions about piping and welding are invited by the author. Readers may contact him atWalter J. Sperko, P. E.Sperko Engineering Services, Inc.4803 Archwood Dr.Greensboro, NC : 336-674-0600FAX 336-674-0202Page 5 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Figure 1Harry’s Rod Burners, Inc. Welding Procedure SpecificationWPS Number 1-3-1Revision 2Supporting PQRs: 0123Welding Process: Semi-Automatic GMAW-Short CircuitingDate issued: 2/14/04Mfg. Approval:QA Approval:Date:Date:JointsJoint Design: Single or Double V, Fillets, repairs, build-up and other grooves shown on engineering drawings.Backing: OptionalBacking or Retainer type: Stainless Steel when used.Base MetalsFiller Metals and ElectrodesP/S/M Number 1 Groups No. 1 and 2P/S/M Number 1 Groups No. 1 and 2Base Metal Thickness RangeGroove Welds: 3/16 to 1.0”Fillet welds: AllMinimum Outside DiameterGroove Welds: 2-7/8” and over unlesswelded in flat position, then all diameters.Fillet Welds: 2-7/8” and over unless rolledin flat or horizontal position, then allSpecification Number:AWS Classification:F-number:A-Number:Maximum Weld Metal Thickness:Grooves:Fillets:SFA 5.18ER70S-2 or -361Maximum Bead thickness:Supplemental Filler Metal:Consumable Insert:Pulsed Power Supply:1/8”Not permittedNot applicableNot permitted1.0”AllPostweld Heat TreatmentTemperature: NoneMax. Holding Time: N/APreheatPositionsMinimum metal temp: 50 FInterpass Temp. (Max): 400 FPreheat Maintenance: Not requiredGasPositions permitted: AllProgression when in Vertical: UphillShielding:75Ar/25CO2, 25/40CFHBacking: NoneTrailing Shield: NoneElectrical Characteristics and Related MattersWeldElectrode or FillerCurrentLayer Process ClassDiameter Type Polarity VoltsAllGMAW ER70S-2orER70S-30.0350.045DCEP (rev) 15 to 17Current/WFS80 to 180100 to 350 ipmDC EP (rev) 16 to 21110 to 220100 to 280 ipmTravel Speed(ipm)8 to 20OtherTransfer mode:Short circuiting8 to 20Technique (QW-410)Tungsten Size and Type: Not ApplicableInitial Cleaning: Remove grease or oil with solvent.Shielding Gas Cup Size: 1/2 to 3/4” IDRemove cutting oxide by grinding.Single or Multiple Pass per Side: EitherInterpass Cleaning: Remove slag with slag hammer, grinderSingle or Multiple electrodes: Singleor wire brush.Contact-tube-to-work distance (stickout): 1/4 to 3/8”Backgouging: Grinding or carbon arc followed by grinding.Repair Method: Grinding. Backwelding is permitted.Other: Stay at the leading edge of the weld pool to ensureStringer or Weave Bead: Eithergood fusion. Use several thin passes rather than fewer largePeening: Not permittedpasses.Applicable Code: AWS B2.1-2000 and ASME SectionIX 6 of 23PageWPS 1-3-1

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Typical Joint Designs for Piping WeldsButt welds30 to 45 3/32 to1/8”1/8 in. max30 to 45 3/32 to 1/8”1/8 in. max3/16Nom.3/32 to 1/8”Run and Header Branch Connection Welds1/16to3/32”45 min3/32”minDrop Pipe to Header Connections30 to 45 1/16to3/32”1/16”MaxYYYYSocket and Slip-on Flange Welds1/16” minYSmaller ofT or 1/4”X1/16” minYFittingApproximately 1/16” beforeweldingXThe following apply unless another size is shown on the engineering drawings:T is the nominal header wall thickness.X the lesser of 1.4T or the hub thicknessY the lesser of 1.1T or 1.1 times the fitting thicknessZ the lesser of 1.4T or 1.4 times the fitting thicknessPage 7 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Figure 2Procedure Qualification RecordIdentification of WPS followed during welding of test coupon: 1-3-1, Rev 0 dated 11/6/03Welding Process(es) used: GMAW-S, Semi-AutoDate coupon was welded: 11-10-03Base Metal Specification:SA 516 Grade 70to Base Metal Specification: SA 516 Gr 70P-Number: 1 Group No. 2 to P-Number: 1 Group 2Plate/Pipe Diameter: PlateBase Metal Thickness(in.): 1/2 Joint Type: Double V-grooveF-Number: 4Filler metal specification:SFA 5.18AWS Classification: ER70S-2A-Number: 1Weld Deposit Thickness(es)(in.): 1/2Maximum Pass Thickness: 3/32”Filler metal size: 0.035”Supplementary filler metal: NonePreheat temperature (ºF): 60Interpass temperature (ºF) 400Welding position/progression: 1GCurrent Type and polarity: DCEPTravel speed (ipm):see belowShielding gas composition, CFH: 75%Ar/25% CO2, 30 CFHBacking gas, CFH: NoneTungsten size/type:N/AGMAW transfer mode: Short circuitingPostweld Heat treatment (ºF): NonePostweld heat treatment time (hr.):N/AStringer/Weave bead: Root: String, Fill: BothOscillation: e: SingleWeldElectrode or FillerCurrentLayer Process ClassDiameter Type Polarity VoltsAllGMAW ER70S-20.035Reduced Section Tensile TestsSpecimenWidth/Dia, in.DCCurrent (a)EP (rev.) 17.5 to 105 to 13018.5 240 to 320ipm WFSX RectangularThickness, in.TurnedArea, Sq in.Ult. Load,Lb12Bend Tests0.7510.4750.3580.7440.4780.356X Transverse Face and ghness Tests: Charpy Specimen SizeSpecimenNotch LocationFt-LbsTravel Speed(ipm)10OtherShort CircuitingTransferFull SectionUlt. Stress, psiFailure Location30,50085,200Base Metal29,80083,700Base MetalLongitudinal Face and RootTypeResultsSideAcceptableSideAcceptableTest TemperatureLateral Exp, Mils% ShearFillet weld test macro examination:Fillet weld test leg sizes:Weld deposit analysis:Other tests:Welder’s name:Allen RiversStamp: Y Welding Supervised by: Joe Watson, QA, Harry’s Rod BurnersTests conducted by:Sam-Bob Urkle, Guaranteed Testing, Inc.Laboratory test number: 56789-1We hereby certify that the statements in this record are correct and that the test welds were prepared, welded andtested in accordance with the requirements of AWS B2.1 and Section IX of the ASME Code.Harry’s Rod Burners, Inc.By: Date:12-25-03Page 8 of 23

Welding Fire Protection Piping 101By Walter J. Sperko, P.E.Figure 3Welder Performance Qualification RecordWelder’s Name:Jack JonesSocial Security No:123-45-6789Stamp No: JJTesting Conditions and Ranges QualifiedIdentification of WPS followed during welding of test coupon:1-3-1, Rev 2 dated 2/14/04Specification of Test Coupon Base Metal: A-106 Grade B or A-53 Grade B Thickness(in.): 0.436Welding VariablesWelding Process(es) used:Type of welding (manual, semi-automatic):Base Metal P or S-Number1to P or S-number:PlateX Pipe (enter diameter if pipe or tube):Backing (metal, weld metal, backwelded, etc):Filler Metal (SFA) Specification(s) (info. only):Filler Metal or Electrode Classification(s) (info. only):Filler Metal or Electrode F-Number:Solid, Metal Cored or Flux Cored wire for GTAW:Consumable Insert for GTAW or PAW:Deposit Thickness for each process and variation (in.):Position (2G, 6G, 3F, etc.):Progression (uphill, downhill):Fuel Gas for OFW, Backing Gas for GTAW, GMAW:GMAW Transfer Mode (short circuiting, spray, etc.):GTAW Current Type/Polarity (AC, DCEP, DCEN):Actual ValuesRange QualifiedGMAWSemi-automatic1NPS 2, XXS eShort-circuitingN/AGMAWSemi-automatic1 through 111 in. OD and overOptional.6Solid or Metal CoredN/A0.480AllUp

Ł Electrode type (i.e., E7018, ER70S-2, E71T-1, etc.) Ł Design of the groove (i.e., Single-vee, single-bevel, U-groove, etc.) or fillet Ł Position (Most WPSs allow all-position welding, although shop welding may be limited to flat position where the pipe is rotated and the welding torch is held steady at the top of the pipe during welding)

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