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Home My WebLink AboutBID PACKAGE #3 - 06-00025 - Rexburg LDS Temple - New Building^~^ A R C H I T E C T U R A L news Date: 10 January 2006 To: John Millar/Val Christensen Rexburg City P.O. Box 280 19 East Main Street Rexburg, Idaho 83440 From: Bob Petroff RE: Resl-urg Idaho Temple Bib Package #3 We are sending: No. of copies Description Remarks 1 Wet Stamped Plans and S ecifications 3 Plans & S ecifications 1 Revised Strom Water Stud 1 Steel Sho Fabrication Documents These are transmitted for: For your review and approval. NOTE THAT THIS PACKAGE CONTAINS ALL OF WHAT WAS IN BID PACKAGE #1 & #2. It also contains any addendums or changes to bid package #1 & #2. It also contains changes to meet most of the previous review comments made by your office. The energy analyses will be sent to you in several days. It is being done but not available before I left for Rexburg. Any questions let me kn~oAw. Thanks for working with us on this project. /~ Bob Pe off, Principle Architectural Nexus, Inc www.archnexus.com LOGAN 135 Nortlt Main Street, Ste.300 Logan, Utah 84321 T 435.753.2141 F 435.752.4160 SALT LAKE CITY 2150 South 1300 East, Ste. 200 Salf Lake City, Utah 84106 T 801.924.5000 F 801.924.5001 PRINCIPALS Raymond R. Bernier, AIA David L. Cassil, AIA Jon A. Erdman, AIA Donald T. Finlayson, AC HA, AIA David N. Fletcher, AIA John M. Hammond, AIA Brent B. Hardcasde, AIA Bruce D. Harlem, AIA Thomas C. Jensen, AIA Stephen G. Petersen, AIA Timothy F. Thomas, AIA Douglas L. Banks, AIA Kris Bown, AIA Mark A. Davis, AIA Brian J. Hennessy Lanny B. Herron, AIA Scott A. Larkin, AIA W. Jeffrey Thorpe ~i r ~~ Consulting Engineers 111 SW FIFTH AVENUE, SUITE 2500 PORTLAND, OR 97204-3628 (503) 227-3251 FAX (503) 227-7980 LETTER OF TRANSMITTAL Date: 12-22-05 Job No: 204359 Attn: Bob Petroff RE: Rexbur Tem le To: Nexus (Logan) WE ARE SENDING YOU VIA: ^Messenger ^U.S. Mail ®Ovemight Courier ^ Hand Deliver ^Shop Drawings ^ Prints ^Samples ^ Specifications ^Plans ^Copy Of Letter ^Change Order ^ Reports COPIES DATE NO. DESCRIPTION 5 12-05 05120.01 Qualification Data; Welding Certificates; Mill Test Reports; Weld Procedure Specifications; Manufacturer's Certification THESE ARE TRANSMITTED as checked below: ® For your use ® Approved as submitted ^ Resubmit copies for approval ^ For your approval ^ Approved as noted ^ Submit copies for distribution ® As requested ^ Returned for corrections ^ Return corrected prints ^ For review & comment ^ ^ For BIDS DUE ,19_ PRINTS RETURNED AFTER LOAN TO US REMARKS Copy To: Signed Rexburg Idaha Temple Subcontractor/Supplier Submittal Form .~ ACOBSEN ~ ARCHITECTURAL Consrrncfion n e 792 South 2nd East 135 North Main St. Rexburg, ID 83440 Logan, UT 84127 Date: 12/6/2005 Subcontractor/Supplier Name: Sure Steel Contact Name: Chad Washburn Contact Phone: 801-255-0578 Address: 9632 South 500 West Sandy, UT 84070 The following is being submitted for your review as follows (check one): X Original Submittal Specification Section(s) Covered: 5210 Resubmittal Submittal Description: Structural Steel Items By presenting the attached submittal(s) for the review of the General Contractor and the Architect, we are certifying that we have reviewed these submittal(s) and that as submitted they are in accordance with the plans and specifications. Furthermore, we have reviewed each of the specification sections within our scope of work and are providing all product data, shop drawings, certificates etc. that the specifications require to be submitted as follows (check one): X With no exceptions With the following exceptions (written explanation attached) Subcontractor/Supplier Signature Sure Steel Contractor's and Architect's/Engineer's Review Stamps Below• REViE : J'4COBSEN CONSTRUCTION CO., ENC. Sy: Log # °s ~ Z ~ _ ~ Date: ~Z-/S'-os CORRECTIONS OR COMMENTS MADE ON SHOP DRAWINGS DURING REVIEW DO NOT RELIEVE CONTRACtO SUS FROM COMPLIANCE WITH REQUIREMENTS OF DF~gWPyGS AND/QR SPECIFICATIOI~IS, SUBCONTRAn"O~SUF'PL(ER IS RESPONSIELE FOR CONFIRMING ~~p ~QRREIA,T(ON ALL s QUANTITIES ANA QIf1~l~N~ICNS, 3 ~~~~r~ 4~s~ 3 ~ ~i_S~~ ~ ~Qt~CEPT F~ G~f,l~~°~MS T~ (~~SlUN G~fdC~P7 V~IITH s '~~~/!~l~Pt)~~~ ~ ~ 6-~~1'~N ~~ ~a~s G~;(`~l"f.l F~~iN~ ~~V6SE ~ ~~S~~,J~lT ~,s s;ao~ ~~;;~vl,l~, r,., eF~N Z~1/,r1't<EC FG3 GeN£F~: corgi=ol~rr:~R~~ '~?~'i 0£S?;i'•i CCi'dCcPT i)N1.'i A.dG DOES (yC7 E~ELi~~'t= '~ri ?iu,":iii{~~ ~!j''~~J~~I' i',~ F~C°,P{.~{s?s181LiTY FGR CONr'(?`?"~~IANCE '!d!~~ .;':; i:;`;A`~;tiMCi;i .~;?vG SF:Ci~iCATiC~P.S h'tL DF 4Jl~i1CH F;~VE FHIOSI r~:~, ,_~ ri'`•'1~ 'JYit3 ['~ ll i'ncL ll\+9. _... _ D^.te ~~ ~~ ~ ~ m m y ~ ~ ~ ~ n c ~'~~~a fD O O rt C ~~~a~ ~,o ~ m"C ~n~°-~ r7 ~ O j O ~ O lWD fl. 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'_ ~ ~~ ~ m D Iy ;o C ~ ~ ~ ~y ~ ,.C' O 7 DDD ~~ (o r pp 3 d 'M ~ i~ ~ o a fp Q O rtVl~ ~~ ~'! ~ l~ ~ . ~ ~ 3 £ !~ { r~ ~ t ~: ~+ j H I"P ~ ~ ~ I"h ~ r cu ~~ ~~ ~~ ~. ~ nn o ~* °~ C rt ~ , ~ ~' ~ - r r ~ C p- . c~ n ~ S . ~ rt ~ ~. p lD ~ ~ (D ~ ~ A ? f- -~ ~.T. _ ~ ~ ~ ~~ ~ (( ! 4- ~ . x, .~. ~~ ~- b A~ UQ CD .-.~ O f--. n c~ 0 (D A fD .... ~` ' ` ,~ ~~ yl~a^'- ~ N { ~,- ~~ . fi l` '4 *: ~,hr ;;. ` ~ ;y ~~ :;i V Z n O U ••~^ V/ Z 0 V J W W I- LL W H {,H r Z Z a W C'a ^^O I.L. 0 -+-~ 4- U O Cl~ .U L. ~..L U Q V w V J .~ J O Q .~ 3 0 a~ .~ 0 0 .~ a L f~ .~ L -~.+ ... ..~ m a~ a~ -~.~ '~ ~ L a ~ ~ .F~,r ~, 0 0 N .~ L Q ~,_ ~ LS r ~ L '(1,V (J \\ ~\1~ 4 _~ .~ r~ LL .~ -~^^ `J t L O .~ 0 a~ U ~~ _~ U 0 iJ (y) ~ +__ ~r .~ 350 North Geneva Road'•' Lindon, Utah 84042 Phone (801)185-7J49 *•• Fax (801)185-0841 Reference Letter H - N/A - - N/A - Use of additional materials not listed in AWS Structural Welding Codes. SFM-01 2 SMAW 1 F, 2F, 3F & 4F All position, single-pass fillet weld. SFM-02 2 SMAW 1 F, 2F, 3F 8 4F All position, multi--pass fillet weld. SUR-01 2 SMAW 1 F, 2F, 3F 8 4F Undercut Repair. SUR-02 2 SMAW 1 F, 2F, 3F & 4F E6O1O Undercut & S~trucfural Tube Seam Repair. SRP-01 2 SMAW 1G, 2G, 3G 8 4G Sub-surface Repair Procedure. FTG-01 2 FCAW 1G, 3G 8 4G Tubular Butt Splice with Backing. FFD-01 2 FCAW 1 F, 2F, 3F 8 4F All position, single-pass fillet weld. FFD-02 2 FCAW 1 F, 2F, 3F 8 4F All position multi-pass fillet weld. FUR-01 2 FCAW 1F, 2F, 3F 8 4F Undercut Repair. FBF-01 2 FCAW 1 G, 2G, 3G & 4G Partial penetration flare-bevel groove weld. DVG-01 2 FCAW 1 G, 2G, 3G & 4G Double `V' groove weld /Full penetration. DBG-01 2 FCAW 1 G, 2G, 3G & 4G Double bevel groove weld /Full penetration. TKY-01 2 FCAW 1 F, 2F, 3F 8 4F Tubular T, K 8 Y ste connection /fillets. TKY-02 2 FCAW 1 G, 2G, 3G 8 4G Tubular T, K $ Y ste & matched connection / P. P. SWF-01 2 FCAW 1 G Slot weld with backing. PPG-01 2 FCAW 1 G & 2G Single bevel, partial penetration groove weld. . PPG-02 2 FCAW 1 G, 2G, 3G 8~ 4G Double J-Groove, Partial Penetration , ('T', Butt & Corner Joints). PPG-03 2 FCAW 1 G, 2G, 3G 8 4G Double Bevel Groove, Partial .Penetration , ('T", Butt 8 Comer Joints). SBG-01 2 FCAW 1G, 2G, 3G $ 4G" Square Butt Groove, Full Penetration. SBG-02 2 FCAW 1G, 2G, 3G ~ 4G Single Bevel Groove with Backing, Full Penetration. FHM-03 2 SMAW 1 F, 2F, 3F & 4F Manual Stud Welding and Repair. SWP-G-01 1 Gun Flat Automatic Stud Welding . ~fP-~`'# ,~ "f~tA~ ~ Nt?T R~QU1~pi~t~l~jl~"~~CT~` ` .. ,: , .. .. CM-01 2 FCAW 1 G 2G 3G 8 4G . .. ,. S uare Butt, Full Penetration q Tee & Corner Jomt Page 1 of 1 `B & L Steel Company Welding Procedure Specification 350 North Geneva Road '•' Lindon, Utah 84042 Phone (801) 785-7749 ""• Fax (801) 785-0841 WPS Number: SFM-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18~ II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual OSemi-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.1 / A5.5-81 Code: AWS Filler Metal Classification: F4 Code: AWS Flux Type and Classification: E-7018-xx (Low Hydrogen) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct 0 Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for Vertical) otherwise ^ Not Applicable Root Treatment: O Arc Gouge ^ Grind ^ None Required I JOINT DETAIL Single-pass fillet weld ~"3 T1 8 T2 =Unlimited / *S =Specified Size See Note #10 / (All position fillet -shown horizontal) WELDING PARAMETERS bass N0 .: Electrodi~ ~IZ@ .. : Amps` ; .. Voltsx Trav~'Sp~ed" (inches pqr NHnuds) 1 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" 1 1/8"fI1 90-150 19-22 2.1"-4.0" 1 5/32" 0 120 - 190 22 - 24 3.2" = 5.5" 'u rroceoure Qualifi ed Ran es / ^ Recommended Ran es Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 2. Preheat 8 Interpass temperatures per AWS 7. Weld cleaning per AWS D1.1-2000, Section 5. D1.1-2000, Table 3.2. 8. Welder identification per contract requirements. 3. Not corrosion color matching for weathering steels. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 4. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 5. PWHT specification attached, when required. 10. Welds may be "Arrow Side", "Other Side" or "Both Sides" per project drawings. WPS #: SFM-01 Rev.: 2 Approved By' Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 B & L~ Steel Com-..zany Welding Procedure Specification 350 North Geneva Road "'* lindon, Utah 84042 Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number: SFM-02 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 -Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.1-81 / A5.5-81 Code: AWS Filler Metal Classification: F4 Code: AWS Flux Type and Classification: E7018-xx (Low Hydrogen) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward O Downward ^ Not Applicable Root Treatment: 0 Arc Gouge O Grind ^ None Required JOINT DETAIL Multi-pass fillet weld _~"~ T1 8 T2 =Unlimited / *S =Specified Size See Note #10 / (All position fillet -shown horizontal) WELDING PARAMETERS P~a~: NQ. Electrode `.. .Size Arnps~! • ` Volts' ~, _ . . _ Travel ~psed* ~eFiea peg NUtiues) . _. . All 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" All 1/8"0 90-150 19-22 2.1"-4.0" All 5/32" 0 120 - 190 22 - 24 3.2" - 5.5" *O Procedure Dualified Ranges / ^ Rernmmended Ranges Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Welder identification per contract requirements. 3. Not corrosion color matching for weathering steels. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 4. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 10. Welds may be "Arrow Side", "Other Side" or "both 5. PWHT specification attached, when required. Sides" per project drawings. WPS #: SFM-02 Rev.: 2 Approved By: ~ ate: 03-20-2003 ~.- ET-IRF-72 / Rev. 0 / 10-97 Phone (801) 785-7749 "" Fax (801) 785-084 350 North Geneva Road "~" Lindon, Utah 84042 WPS Number: SUR-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW O FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Ovefiead Filler Metal Specification: A5.1-81 / A5.5-81 Code: AWS Filler Metal Classification: F4 Code: AWS Flux Type and Classification: E7018-xx (Low Hydrogen) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward (see note #10) ^ Downward, (E60xx series only) & (see note #10) Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL UNDERCUT REPAIR ONLY I S~ Y1 T1 8~ T2 =Unlimited / "S =Specified Size Flat, Horizontal, Vertical & Overhead -Undercut Repair Notes: 1. Fillet weld size as specified on project drawings. WE LDING PARA METERS of r ~hictrode~. ~t~e ~" .. ; . ' . Vohs"" . Trave( ~p (~"'~'~ All 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" All 1/8" 0 90 - 150 19 - 22 2.1" - 4.0" All 5132" 0 120 - 190 22 - 24 3.2" - 5.5" *O Procedure Qualified Ranges / ^ Recommended Kan g. Weld surface conditions per drawing requirements. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat 8~ Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 3. Not corrosion color matching for weathering steels. weld quality. 4. Lot number of specific filler metals submitted with 9. Welds may be "Arrow Side", "Other Side" or "Both Material Test Reports. Sides" per project drawings. 5. PWHT specification attached, when required. 10' D pa ~ on/ypf we der snqual fled for downhiercut WPS #: SUR-01 Rev.: 2 Approved By: ate: 03-20-2003 _ _ vT ~oe.77 /Rev A I ... _. --- -- ~ • • • VVVMM~ V V VVIII QL~V~r 350 North Geneva Road ""` lindon, Utah 84042 Phone (801) 785-7749 """ Fax (801) 785-0841 WPS Number: SUR-02 Revision Number: Two [2) Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Sami-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.1-81 Code: AWS Filler Metal Classification: F 3 Code: AWS Flux Type and Classification: E6011 (P5 Cellulose) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single 0 Multiple Current: ^ Direct O Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward (see note #10) ^ Downward (see note #10) Root Treatment: ^ Arc Gouge O Grind ^ None Required JOINT DETAIL UNDERCUT 8 TUBE SEAM REPAIR WELDING PARAMETERS ~ Pass , Electrode Arrtps* Volts* Travel &peed* I+IO.:.: _ -.: Etndrss pef tNMu6Qj All 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" A All 1/8" 0 90 -150 19 - 22 2.1" - 4.0" All 5/32" 0 120 - 190 22 - 24 3.2" - 5.5" 1 T1 & T2 =Unlimited / "S =Specified Size Flat, Horizontal, Vertical 8 Overhead - Underout Repair Notes• 1. Fillet weld size as specified on project drawings. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2 Not corrosion color matching for weathering steels. Lot number of specific filler metals submitted with Material Test Reports. PWHT specification attached, when required. Weld surtace conditions per drawing requirements. -u rrviceaure c,tuantied Ran es / ^ Recommended Ranch 7. Weld cleaning perAWS D1.1-2000, Section 5. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. Welds may be "Arrow Side", "Other Side" or "Both Sides" per project drawings. 10. Downward progression acceptable for undercut repair only if welder is qualified for downhill. 11. May be used in the repair of surface separations on resistance welded structural tube seams. NPS #: SUR-02 Rev.: 2 Approved By: ~ Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 . ~. _ 350 North Geneva Road """ Lindon, Utah 84042 • ^ v,Y,,, Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number: SRP-01 (Page 1 of 2) Revision Number: Two (2j Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW Process Type: ^ Manual ^Semrautomatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical Filler Metal Specification: A5.1-81 / A5.5-81 Filler Metal Classification: F4 Flux T d CI ^ SAW ^ Overhead Code: AWS Code: AWS ype an assification. E7018-xx (Low Hydrogen) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polari ^ Pos., + O N Welding Progression: ^ Upward (see note #2) O Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind O None Required JviNT DETAIL Sub-surface Repair weld a '~_ --~ r ~ ~ ,~ ~ /~ '~: ~~' T, t (Similar to B-U6) T1 & T2 =Unlimited / r = '/." radius minimum / a = 45° Notes: 1. FOR REPAIR OF UNACCEPTABLE CONDITIONS IDENTIFIED BY NDE METHODS. '. Vertical weld repairs -Weld progression - UPWARD ONLY. I. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. /PS #: Not corrosion color matching for weathering steels. Lot number of specific filler metals submitted with Material Test Reports. PWHT specification attached, when required. SRP-01 ~ Rev.: 2 I Approved By: ,~ WELDING PARAMETERS EIS Antps* 'Voll~~' Trl3pee ©. E t ~>~~ All 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" All 1/8" 0 90 - 150 19 - 22 2.1" - 4.0" All 5/32" 0 120 - 190 22 - 24 3.2" - 5.5" r~uceaure ~uanneg Kan es / ^ Recommended Ranc 7• Weld surface conditions per drawing requirements. 8• Weld cleaning perAWS D1.1-2000, Section 5. 9• Welder identification per contract requirements. 10. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 11. DETAILED INSTRUCTIONS FOR REPAIR PROCESS -SEE PAGE #2 OF THIS PROCEDURE. ~: 03-20-2003 ET-IRF-72 / Rev. 0 / ~B & L'Steel ComQanv Welding Procedure Saecification 350 North Geneva Road "' Lindon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: SRP-01 (Page 2 of 2) Revision Number: Two [2] Date: 03-20-2003 DETAILED REPAIR INSTRUCTIONS This procedure, although reflecting AWS D1.1-2000 Procedure B-U6; for U-Groove joint configuration, is basically that configuration created by air-carbon arc gouging for the removal of surface or sub-surface weld metal or base metal defects identified by various non-destructive examination, (NDE), methods. This application of the procedure is for the purpose of removing defective material and effecting repairs, by welding, of the deficient condition. REMOVE DEFECT• Air- carbon arc pouaina and / or arinding. NOTE: PROPER PREHEAT IS HIGHLY RECOMMENDED PRIOR TO AIR-CARBON ARC GOUGING TO PRECLUDE THE POSSIBILITY OF CRACKING OR PROPAGATION OF THE DEFECT BEING REMOVED. REPAIR WELDING TECHNIQUE: 1. After gouging is complete, grind the repair area to remove carbon and other residue, to bright metal. 2. Preheat area to the appropriate temperature for a sufficient distance around the repair area to prevent excessively rapid cooling which may cause cracking. 3. Starting the arc SHALL be at a point outside the repair area to prevent clusters of porosity, normally associated with striking of the arc, from being incorporated into the repair area. 4. End each weld pass outside the gouged area to prevent cluster porosity or slag entrapment normally associated with the stopping of the arc. 5. After each successive pass, wire brush, and grind the weld bead if required, to assure complete slag removal. 6. When sufficient weld passes have been made to bring the repair area above the base metal level, grind the surface to the required contour. 7. Repair areas SHALL be inspected using the same NDE method as was previously used in the discovery of the flaw. 8. Should the repair area show evidence of additional defects after repair and inspection, repeat repair operations NOTE: ADDITIONAL REPAIRS OF THE SAME AREA MAY REQUIRE ENGINEERING APPROVAL. I WPS #: SRP-01 ~ Rev.: 2 ~ Approved By: Page 2 of 2 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 B & L•Steel Companv Welding Procedure Saecification 350 North Geneva Road •`• Lindon, Utah 84042 Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number: FTG-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 tl Materials Welding Process: O SMAW ^ FCAW O GMAW O SAW Process Type: O Manual ^Serni-automatic ^ Automatic Position: ^ Flat O Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71 T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): COz 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) Otherwise ^ Not Applicable Root Treatment: ^ Arc Gouge O Grind ^ None Required JOINT DETAIL Tubular butt splice w /backing V1fELDING PARAMETERS (Applies to Square, Rectangular & Round Structural Tubing) (Applicable to pipe butt splices from 1" thru 42" 0) ~~ Elide; Arrlpli~` "; YOI~Sa ~rave~l.Speed* NO.: ~It (MCt16~ ~ llr~flll~) a All .045" 0 200 - 241 19 - 23 6.4" - 8.9" " 37 22 10 6" 7" 8 All !?~ .052 230 - 285 - . - . t;;'_ ' ~~ :>::i:>:::;<a::: T1 All 1/16" !~ 274 - 334 26 - 31 8.5" - 12.4" ~~ t:::>: °~~:.~ -i- All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" R T1 = 3/16" to Unlimited / R = 1/4" / a = 45° (6-U2a-GF) *O Procedure Qualifi ed Ran es / ^ Reco mmended Ran es Notes• 6. Weld surtace conditions per drawing requirements. 1 Weld reinforcement - 3/16 -unless specified . otherwise. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat 8 Interpass temperatures per AWS 8. Welder identification per contract requirements. D1.1-2000, Table 3.2. 9. Backing is to be form-fit and securely tacked to 3. Not corrosion color matching for weathering steels. internal radii, without gaps, for radiographic and / or ultrasonic quality welds. 4. Lot number of specific filler metals submitted with " Material Test Reports. 10. per Welds may be "Arrow Side" or "Other Side project drawings. 5. PWHT specification attached, when required. I WPS #~ FTG-01 I Rev.: 2 I Approved By: ~%)~/~~ ~, ~ ~ Date: 03-20-2003 _ ~ ~T' ET IRF 72 ! Rev. 0 / 10 97 B & L Steel Companx Welding Procedure Specification 350 North G~eva Road '"" lindon, Utah 84042 Phone (801) 785.7749 "" Fax (801) 785-0841 WPS Number: FFD-01 Revision Number: Two (2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71 T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): CO2 100% - Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single D Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) D Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: O Arc Gouge ^ Grind ^ None Required JOINT DETAIL All position, single-pass fillet WE LDING PARAMETERS ~ Fass IW~.;;;; EIS Size Arh ,, Volts~* T`~av~t Spe~d« (perlbin~ek. 1 .045"QJ 200-241 19-23 6.4"-8.9" ~- 1 .052" 0 230 - 285 22 - 37 8.7" - 10.6" 1 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" ~ 1 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" T1 8~ T2 =Unlimited / *S =Specified size (All position fillet weld shown horizontal) -u rroceaure cruaunea rcanaes i ~ rcecommenaea r~an~es Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Welder identification per contract requirements. 3. Not corrosion color matching for weathering steels. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 4. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 10. Welds may be "Arrow Side", "Other Side", or "both 5. PWHT specification attached, when required. Sides" per project drawings. WPS #: FFD-01 Rev.: 2 Approved By' Date: 03-20-2003 ~6 & L'Steel Comoanv Welding Procedure Saecification 350 North Geneva Road'•• Lyndon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: FFD-02 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW ^ FCAW O GMAW D SAW Process Type: ^ Manual ^Serni-automatic O Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): CO2 100°k Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) O Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge O Grind ^ None Required JOINT DETAIL i ~ ~ i Z =unlimited / *S =Specified size (All position fillet weld shown horizontal) ~- htir+o>41ei : :'. . 'T . (Itktwlat.per li+~nute): All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" u rrocedure Qualified Ran es / ^ Recommended Ran e; Notes: 6. Weld surtace conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat 8 Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Welder identification per contract requirements. 3. Not con'osion color matching for weathering steels. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 4. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 10. Welds may be "Arrow Side", "Other Side", or "both 5. PWHT specification attached, when required. Sides" per project drawings. All position, multi-pass fillet WPS #: FFD-02 Rev,: 2 Approved By: Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 ~~& L Steel Company Welding Procedure SRecification 350 North Geneva Road "' Lindon, Utah 64042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: FUR-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 It Materials Welding Process: ^ SMAW ^ FCAW D GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic D Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): C02 100°r6 Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct D Alternating Electrode Polarity: ^ Pos., (+) D Neg., (-) Welding Progression: ^ Upward, (see note #10) ^ Downward, (see note #10) Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL UNDERCUT REPAIR ONLY T1 8~ T2 =Unlimited / *S =Specified size Flat, Horizontal, Vertical 8 Overhead -Undercut Repair WELDING PARAMETERS I~IS~ ':.: , > ~~. .: -: Atnp~` _ YQ~I'' 'f"revs! Speed` (~!o~s peg u+l~u~el All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" Alt 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" "[] Procedure C]ualifi ed Rar1APC / ^ Rartnmmun~ioti R~nnoc Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect 3. Not corrosion color matching for weathering steels. weld quality. 4. Lot number of specific filler metals submitted with 9. Welds may be "Arrow Side", "Other Side", or "both Material Test Reports. Sides" per project drawings. 5. PWHT specification attached, when required. 10. Downward progression acceptable for undercut repair only if welder is qualified for downhill. WPS #: FUR-01 Rev.: 2 Approved By: Date: 03-20-2003 ~~- / / ET-IRF-72 / Rev. 0 / 10-97 B & L•Steel Company Welding Pro cedure Specification 350 North Geneva Road "" Lindon, Utah 84042 Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number: FBF-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pnr-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18~ II Materials Welding Process: D SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL Partial penetration, Flare bevel groove WELDING PARAMETERS 1E) F - ~ P8~ Ne ;; ~I+~CtI't3d~': S~ , ,,.. .... ~~ ,.; .., ~tt(bB"' Fri Speed' . (inches per t>+fir~u~e) -'}'r-~"-' < f v~ %'~~~~ _ ~~'>~' All .045" 0 200 - 241 19 - 23 6.4" - 8.9" r - - ~ _ - ~ " " " T~ ~ T~ All .052 0 230 - 285 22 - 37 8.7 - 10.6 3 ~ ~ All 1/16"0 274-334 26-31 8.5"-12.4" }r A All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" I ~i {{ F~ r2 T1 & T3 = 3/16" min. / T2 =Unlimited / R = QJ" to 3/16" (E) =Specified size / (All position weld shown flat) (BTC-PIO-GF) '^ Proc edure Qualifi ed Ranges / ^ Recommended Ranges Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat 8 Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Welder identification per contract requirements. 3. Not corrosion color matching for weathering steels. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld 4. Lot number of specific filler metals submitted with quality. Material Test Reports. 10. Welds may be "Arrow Side", "Other Side", "both 5. PWHT specification attached, when required. Sides", or "All Around" per project drawings. WPS #: FBF-01 Rev.: 2 Approved By: 03-20-2003 ........ - •r- . ~ Phone (801) 785-7749 ""' Fax (801) 785-0841 J7u IYUl 111 NCIICYC nuou Lawu~y vwn ~.v •~ WPS Number: DVG-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18l II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): C02 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single O Multiple Current: ^ Direct O Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable e__. T..,~..,,,e..+• ^ Arcs Goua~ 8~ ^ Grind (second side to bright metal prior to welding). JOINT DETAIL Full Penetration Double V Groove I M T1 =Unlimited/R=0"to 1/8"/f=0"to 1/8" a = ~ = 60° / (All position weld shown flat) 3ACKGOUGE (B-U3-GF) Notes• 1. Preheat 8l Interpass temperatures per AWS D1.1-2000, Table 3.2. 2. Not corrosion color matching for weathering steels. 3. Lot number of specific filler metals submitted with Material Test Reports. 4. PWHT specification attached, when required. 5. Weld surface conditions per drawing requirements. ifi~ati WE LDING PARA METERS ~Itto~Ip S <... p~"` ` . ' :: : Vow" ,: Traw,~t t~ All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" "0 Procedure Qualified Ranges / ^ Recommended Ranges 6. Weld cleaning per AWS D1.1-2000, Section 5. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. Air-carbon arc gouge and grind second side to sound metal prior to welding. 10. For materials >1" in thickness, partially weld both sides to prevent distortion of the base metals. roved B ~ ate: 03-20-2003 WPS. #' DVG 01 Rev ' 2 /4pP y~l _~~~~T ~ a~ ~ ~ ET IRF 72 /Rev o / •f• L lGG1 unr a~~ - Phone (801) 785-7749 "` Fax (801) 7 5- 4 350 North G~eva Road "` lindon, Utah 84042 Revision Number: Two [2] Date: 03-20-2003 WPS Number: DBG-01 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: D SMAW ^ FCAW ^ GMAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical Filler Metal Specification: A5.20-79 Filler Metal Classification: F6 E71T-1 Flux Type and Classification: -Not Applicable - ^ SAW ^ Ovefiead Code: AWS Code: AWS Code: - N/A - (%): Gas or Gasses Shieldin C02 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH , g Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) O Downward ^ Not Applicable Root Treatment: ^ Arc Gouge 8 ^ Grind (second side to bright metal prior to welding). JOINT DETAIL Full Penetration Double Bevel Groove 3ACKGOUGE T1 =Unlimited/R=0"tot/8"/f=0"to 1/8"/a=45° (3 = 0° to 15° / (All position weld shown horizontal) (B-U5a-GF) Pasta ~., E A~` ` uoNs'~ T read' (ind~sspertiAh+uEe) All .045"0 200-241 19-23 6.4"-8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" 'O Procedure Qualified Ranges / ^ Recommenaea rear Notes• 1. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 2. Not corrosion color matching for weathering steels. 3. Lot number of specific filler metals submitted with Material Test Reports. 4. PWHT specification attached, when required. 5, Weld surface conditions per drawing requirements. WPS #: DBG-01 ~ Rev.: 2 ~ Approved By: ~ 6. Weld cleaning per AWS D1.1-2000, Section 5. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. 10. Air-carbon arc gouge and grind second side to sound metal prior to welding. For materials >1" in thickness, partially weld. both sides to prevent distortion of the base metals. 03-20-2003 ET-IRF-72 / Rev. 0 / 1 --I T1 ~-- B_ & L Steel Company Welding Procedure Specification 350 North Geneva Road "' undon, Utah 84042 Phone (8011785-7749 "` Fax 1801178-nAd1 WPS Number: TKY-01 (Page 1 of 2) Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifcations: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: -NIA - Shielding Gas or Gasses, (%): C02 100°~ Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single D Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg. (_) Welding Progression: ^ Upward, (for vertical welds) O Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ Not Applicable JOINT DETAIL T, K & Y Tubular Connections /Fillets WELDING PARAMETERS See Figures 1, 2, 3, 8 4 and Table 1 on Page 2 of this ' per ; , ~(~ ~ ;~ ~~~ ~ roceddre fors ecific dimensional a I~cations. P P pp .:a~° .: Size ' : . .. _ ) CONNECTION TYPE -Example: '~j'~ All .045" 0 200 - 241 . 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" roe ~' ZONE All 1/16" 0 274 - 334 26 - 31 8.5" - 12.4" D -1 All 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" NEEI ZONE SIDE ZONE Applicable to "Stepped" Round, Rectangular and Square Tubular T, K & Y Connections, (see note 10). *O Proce dure Qualifie d Ran es / ^ Recommended Ran es Notes: 7. Welder identification per contract requirements. 1. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 8. Joint preparation -remove all loose scale, dirt, 2. Not corrosion color matching for weathering steels. grease, oil or other contaminants which may affect weld quality. 3. Lot number of specific filler metals submitted with 9. Fillet weld size requirements shall be as specified Material Test Reports. on project drawings and as modified by Table 1 of this procedure. 4. PWHT specification attached, when required. 10. "Stepped" tubular connections refers to dis-similar i. Weld surface conditions per drawing requirements. sizes of the members adjoining. i. Weld cleaning per AWS D1.1-2000, Section 5. 11. For "M tched" Tubular Conn., (see WPS TKY-OZ). NPS #: TKY-01 Rev.: 2 Approved By' ~ -~- Date: 03-20-2003 / ( ET-IRF-72 / Rev. 0 / 10-97 B.& L Steel Company Welding Procedure Specification 350 North Geneva Road "• Lindon, Utah 84042 Phone (801) 785-7749 °"' Fax (801) 785-0841 WPS Number: TKY-01 (Page 2 of 2) Revision Number: Two [2J Date: 03-20-2003 Connection Type - Saecifvins~ Locations and Transitions: d~ roE -~ 20NE p HEEL ZONE SIDE ZONE Figure 1 -Toe of Connection FOR ~ > 120° t EDGE SHALL BE CUT ` BACK TO FACILITATE /~ THROAT THICKNESS 1 I L~ L TOE Figure 3 -Heel of Connection t Table 1 -Minimum Weld Size Multipliers for `L' MIN L FOR E=0.7t E=t E=1.07t HEEL c 60° 1.5t 1.5t t-ARGER OF i .5t OR 1.4t + Z SIDES 100° t 1,4t 1.5t SIDE 100-110° i.it 1.6t i.75t SIDE 110-120° 1.2t 1.8t 2.Ot TOE > 120° t BEVEL 1.4t BEVEL FULL BEVEL 60-90° GROOVE Figure 2 -Side of Connection. (Boxl L L SIDE (BOX) ( Applicable to Square and Rectangular Tubing ). Figure 4 -Side of Connection. (Circularl L --I ~•.. L SIDE (CIRCULAR) HEEL ( Applicable to Round Tubing ). Notes• 1. • 't' =Thickness of the thinner member. 2. 'L' =Minimum weld size multipliers, (for base metals other than A-36 and electrodes other than 70 ksi. ). 3. Root opening = 0" to 3/16". 4. ~ = 15° minimum. (Not Prequalified for < 30°), (for ~ < 60° increase heel weld size 3/8"). ~ WPS #: TKY-01 ~ Rev.: 2 ~ Approved By;,~L~,-~ili`r ~/_ ~~ _~ ~~ ate: 03-20-2003 ~ . ~. , 3 L teel Gom an phone (801) 785-7749 "" Fax (801) 785-0841 ~50 North Geneva Road "" Lindon, Utah 84042 Date: 03-20-2003 TKY-02 (Page 1 of 3) Revision Number: Two [2J NPS Number: Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18~ II Materials O SAW ^ FCAW O GMAW dVelding Process: ^ SMAW ^ Manual ^Serni-automatic ^ Automatic Process Type: ^ Overhead ^ Flat ^ Horizontal ^ Vertical Position: Filler Metal Specification: A5.20-79 Filler Metal Classification: F6 E71T-1 Flux Type and Classification: -Not Applicable - Shielding Gas or Gasses, (%): CO2 100% Passes: ^ Single ^ Multiple Current: ^ Direct 0 Alternating Welding Progression: ^ Upward, (for vertical welds) Root Treatment: ^ Arc Gouge Code: AWS Code: AWS Code: - N/A - Flow Rate, (cubic feet per hour): 35 to 45 CFH Arc: ^ Single 0 Multiple Electrode Polarity: ^ Pos., (+) O Neg., (-) ^ Downward ^ Not Applicable O Grind ^ Not Applicable JOINT DETAIL T, K & Y Tubular Connections / P.P. See Figures 1 through 9 on Pages 2 & 3 of this procedure for spec'dic dimensional applications. CONNECTION TYPE -Example: Matched -----> ` ~ ~~\ ~ ~-'-'- Stepped Coninections, (notes 0 8, d~Matched", Rectangular & Square Tube T, K 8 Y N= 1, Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 2, Not corrosion color matching for weathering steels. 3. Lot number of specific filler metals submitted with Material Test Reports. 4. PWHT specification attached, when required. 5. Weld surface conditions per drawing requirements. g_ Weld cleaning per AWS D1.1-2000, Section 5. WPS #: TKY-02 I Rev.: 2 ~ Approved By; Et ~~r~ ~ lfott " Tcl ~peei! Aideit ~ ~ Iq ~tT~ . All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1116"QJ 274-334 26-31 8.5"-12.4" All 5/64" O 300 - 430 26 - 32 9.4" - 15.5" ,O Procedure Qualified Ranges / ^ Recommended Rangy 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. Fillet weld size requirements shall be as specified on project drawings. 10. "Stepped" tubular connections refer to dis-similar sizes of the members adjoining. 11. "Matched" Tubular connections refer to similar sizes of the members adjoining. - a 03-20-2003 FT-IRF-72 / Rev. 0 110-97 B •& L Steel Company Welding Procedure Specification 350 North Geneva Road "' Lindon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: TiCY-02 (Page 2 of 3) Revision Number: Two [2] Date: 03-20-2003 Figure 1 -Connection Type - "STEPPED" Soecifvinst Locations and Transitions: TOE ZONE CORNER SIDE ZONE TRANSITION HEEL ZONE CORNER TRANSITION i Figure 3 -Toe of Connection ~tW 60° MIN •~~~ I ~ W.P. ---j ~+- 1.5t MIN `F' = 150°-105° to "Stepped° or "Matched" connections). Figure 5 -Side of "Steo~ed" Connection tW Z ~ \ \ ` 45° MIN i~~ I ~ i ~~ ~ W.P. I 1 1.St MIN `Y = 90°-75° Figure 2 -Connection Type - "MATCHED" Specifvinst Locations and Transitions: TOE ZONE HEEL ZONE CORNER SIDE ZONE CORNER TRANSITION TRANSITION Figure 4 -Toe or Heel of Connection ~ ~tv„ 45° MIN ~ Z i~ ~ ~. W.P. 1.5t MIN `Y = 105°-90° (Applicable to "Stepped" or "Matched" connections). Figure 6 -Side of "Matched" Connection CORNER DIMENSION AND r Z 2tb OR ROOT tb ~ OPENING >_ t/1G in. (2 mm) C OR SEE 3.12.4.1 1.. ~ 1 I ~ r =RADIUS 1.5 tb MINOR AS REQUIRED TO FLUSH OUT (WHICHEVER IS LESS) WPS #: TKY-02 ~ Rev.: 2 ~ Approved By: /~~~) S! ~ a e: 03-20-2003 ~ B .& L Steel Company Welding Procedure Specification 350 North Geneva Road "' Lindon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: TKY-02 (Page 3 of 3) Figure 7 -Toe Corner "Steaaed" Connection tw Z / ` 45° MIN i~~ i~ ~ W.P. 1.5t MIN `P = 90°-75° Revision Number: Two [2] ~ Date: 03-20-2003 Figure 8 -Toe Corner "Matched" Connection tb 45° MIN ~ ~ ~~~ i W.P. i THiS LINE 1.5t MIN TANGENT AT W.P. Notes• 1. • 't' =Thickness of thinner section. 2. Bevel to feather edge except in transition and heel zones. 3. Root opening = 21" to 3/16". 4. Not Prequalified for angles less than thirty degrees [< 30°]. 5. For heel angles less than sixty degrees [< 60°] increase heel 'effective throat' weld size 3/8"). 6. Computed weld sizes are based on the material /electrode combinations per project drawings and specifications. 7. For Box Section, joint preparation for comer transitions shall provide a smooth transition from one weld zone to another. 8. Welding shall be carried continuously around corners, with corners fully built-up and all weld starts and stops within the flat faces. 9. W -Represents "Local Dihedral Angle" Definition - The angle measured in a plane perpendicular to the line of the weld, between tangents to the outside surfaces of the tubes being joined at the weld. The exterior dihedral angle, where one looks at a localized section, such as the intersecting surfaces may be treated as planes. 10. W.P. =Work Point. NPS #: TKY-02 I Rev.: 2 ~ Approved By: ~~~ ~~~~ ~ Date: 3-20-2003 B & L Steel Company Welding Procedure Specification 350 North Geneva Road •'• Lindon, Utah 84042 Phone (8011785-7749 '"' Fax 18011785-nR41 WPS Number: SWF-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Ovefiead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71 T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (°~): COs 100°r6 Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) O Neg., (-) Welding Progression: ^ Upward, (for vertical welds) O Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL Slot weld -Flat Position ONLY All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16" 0 274 - 334 26 - 31 8.5" -12.4" All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" (See Notes 9 8~ T1 & T2 =Unlimited. / L = < 10 x T1 / W = >T1+5/16" -u r~rocedure Qualified Ran es / ^ Recommended Ran es Notes: 6. Weld cleaning perAWS D1.1-2000, Section 5. 1. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 7. Welder identification per contract requirements. 2. Not corrosion color matching for weathering steels. 8. Joint preparation -remove all loose scale, dirt, 3. Lot number of specific filler metals submitted with grease, oil or other contaminants which may affect weld quality. Material Test Reports. 9. The maximum length of slot welds shall not be 4. PWHT specification attached, when required. greater than ten times the thickness of the material 5. Weld surtace conditions per drawing requirements. containing the slotted portion of the joint. 10. The minimum width of slot welds shall be the thickness of the slotted material plus 5/16". WPS #: SWF-01 Rev.: 2 Approved By: ~A, ~ Date: 03-20-2003 . ~. IS. bl L ICCI t,uu~ an -Phone (801) 785-7749 "' Fax (801) 785-0841 350 North Geneva Road lindon, Utah 84042 W S Revision Number: Two [2] Date: 03-20-2003 P Number: ~•~ PPG-01 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18~ II Materials ^ FCAW ^ GMAW D SAW Welding Process: O SMAW Process Type: ^ Manual ^Serni-automatic 0 Automatic ^ Flat ^ Horizontal ^ Vertical ^ Overhead Position: ecification: tal S M Fill A5.20-79 Code: AWS p e er Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: - Not A livable - PP Code: - N/A - (%): Gas or Gasses ldi i C02 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH , ng Sh e Passes: ^ Single ^ Multiple Arc: ^ Single 0 Multiple Current: ^ Direct O Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: O Arc Gouge ^ Grind ^ None Required JOINT DETAIL Partial Penetration Single V Groove (Flat & Horizontal Positions Only) S(E) R a-}~- ' n I ~~ 3 T~ i..~ ..; f ~..-T2--~ R T1 = 1/4" Min. / T2 = Unlimit. / R = 0" to 1116" / a = 45° S =Groove Depth / (E) =Min. Depth of Penetration (erc-Pa-~F) Notes: 1. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 2. Not corrosion color matching for weathering steels. 3, Lot number of specific filler metals submitted with Material Test Reports. 4, PWHT specification attached, when required. 5. Weld surface conditions per drawing requirements. WPS #: PPG-01 I Rev.: 2 I Approved By~~~ - gyp.. EIS ~~ ~ tfo~` Tt'avett ape (~cFas R!etr Il+li All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16"!I/ 274-334 26-31 8.5"-12.4" Alt 5/64" 0 300 - 430 26 - 32 9.4" - 15.5" 'O Procedure Qualified Ranges / ^ Recommenaea roar 6, Weld cleaning per AWS D1.1-2000, Section 5. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. g. `S', Groove Depth 8'(E)', Minimum Depth of penetration, shall be as specified on the project drawings. 10. Optional fillet weld, when used, shall be of the size specified on the project drawings. 03-20-2003 IRF-72 I Rev. 0 / 10-97 D L tGGI lu au - Phone (801) 785-7749 "' Fax (801) 785-0841 350 North Geneva Road "' lindon, Utah 84042 Revision Number: Two [2] Date: 03-20-2003 WPS Number. PPG-02 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW 0 SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal O Vertical O Overhead Filler Metal Specification: A5.20-79 Code: AWS Filter Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single O Multiple Current: ^ Direct O Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL Partial Penetration Double J-Groove f ~~ S2(Ez) r a~ rS~ S~(E~) r'~~•'.~ / ~ Ea r-~- _'~- ' 7 c ~ `~ r T~ v ~:~ t~ sz r ~T~~' R T1 = 1/4" Minimum T2 =Unlimited / R = 0" to 1/8" a = 30°/ additional info -see notes 9 & 10 (BTC-P9-GF) [ E~ " . ~' Vof~s* Ttavef ~` All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1 /16" 0 274 - 334 26 - 31 8.5" -12.4" All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" "0 Procedure Qualified Ranges / ^ Recommendea roar Notes: 1. Preheat 8 Interpass temperatures per AWS D1.1-2000, Table 3.2. 2. Not corrosion color matching for weathering steels. 3. Lot number of specific filler metals submitted with Material Test Reports. 4. PWHT specification attached, when required. 5, Weld surface conditions per drawing requirements. 6. Weld cleaning per AWS D1.1-2000, Section 5. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. 'S' =Depth of Groove / E =Minimum Depth of penetration as specified on the project drawings. 10. Optional fillet weld, when used, shall be of the size specified on the project drawings. WPS # PPG 02 Rev 2 Approved By' ~ ~~~ ~,, ~ Date: 03-20-2003 ET IRF 72 /Rev 0 / 10 97 - B & L Steel Company Welding Procedure Specification '350 North Geneva Road "` lindon, Utah 84042 Phone (8011785-7749 "` Fax IR0117A5-nAd1 WPS Number: PPG-03 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW D GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single D Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL Partial Penetration Double Bevel Groove WELDING PARAMETERS F ' ; Elec~rade i'~ .; ~/eFb~'` Ttav~ ?' s, tE,) R ~ ~ All .045" 0 200 - 241 19 - 23 6.4" - 8.9" ~ u F ' '• " ? ~ -? ~ ,~ s, V All .052 0 230 - 285 22 - 37 8.7" - 10.6" r~, All 1/16"0 274-334 26-31 8.5"-12.4" ~ ~ " l., ,,_; ~ ~ s2 All 5/64 0 300 - 430 26 - 32 9.4" -15.5" _~ T2'I ` °. ~- R T1 = 1/2" Minimum T2 =Unlimited / R = 0" to 1/8" a = 45°/ additional info -see notes 9 8 10 (BTC-P9-GF) Notes• 1. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 2. Not corrosion color matching for weathering steels. 3. Lot number of specific filler metals submitted with Material Test Reports. 4. PWHT specification attached, when required. 5. Weld surtace conditions per drawing requirements. 6. Weld cleaning per AWS D1.1-2000, Section 5. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 9. `S' =Depth of Groove / E =Minimum Depth of penetration as specified on the project drawings. 10. Optional fillet weld, when used, shall be of the size specified on the project drawings. WPS #: PPG-03 Rev.: 2 Approved By Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 ~B & L Steel Company Welding Procedure Specification 350 North Geneva Road "' lindon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: SBG-01 Revision Number. Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifcations: All AWS D1.1-2000, Table 3.1 - Groups 18 fl Materials Welding Process: O SMAW ^ FCAW O GMAW O SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F-6 E71 T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gases, (%): C02 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required I JOINT DETAIL All Position Square Butt Groove T1 = 3/8" Maximum / R = 0 to 1/8" (All Position Weld Shown Horizontal) BACKGOUGE (B-L1 b-GF) Notes• 1. • Weld reinforcements 3/16" ,(May be ground flush if required). 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 3. Not corrosion color matching for weathering steels. 14 5. Lot number of specific filler metals submitted with Material Test Reports. PWHT specification attached, when required. WELDING PARAMETERS Fad ; ~I ~ An~d* VdCs"!: Tavel ~' All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1/16" I?l 274 - 334 26 - 31 8.5" - 12.4" All 5/64" B 300 - 430 26 - 32 9.4" - 15.5" *0 Procedure Qualifie d -Ranges / ^ Recommended Ranges 6. Weld surface conditions per drawing requirements. 7. Weld cleaning per AWS D1.1-2000, Section 5. 8. Welder identification per contract requirements. 9. Joint preparation -remove all loose scale, dirt, grease, oil or other contaminants which may affect weld quality. 10. Air-carbon arc gouge and grind second side to sound metal prior to welding. WPS #: SBG-01 I Rev.: 2 I Approved By: _ ~y~~i / , ~„ A __ _ _ Date: 03-20-2003 B & L Steel Company Welding Procedure Specification $50 North Geneva Road "' lindon, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number: SBG-02 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D7.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW D GMAW ^ SAW Pn~cess Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F-G E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gases, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct D Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge D Grind ^ None Required JOINT DETAIL All Position Single Bevel Groove WE LDING PARAMETERS _____ ~ ~~; ~ dot Yraa~ ~p~d~. ;. L.~,_ Nc,.. .:... :., ,. t~drss per A~inuos) .. ~~~ ` • ;,•- F _, ~ ~ All .045" 0 200 - 241 19 - 23 6.4" - 8.9" ~. ; . ' ~ ~T~ ,~ ~ All .052" 0 230 - 285 22 - 37 8.7" - 10.6" ~- All 1/16"QJ 274-334 26-31 8.5"-12.4" R All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" rs~ T1 8T2=Unlimited/R=1/4"/a=45° (All Position Weld Shown Horizontal) (TC-U4a-GF) -u Nroceaure c~uaunea Kanaes i ~ Kecommenaea rcanaes Notes: 6. Weld surface conditions per drawing requirements. 1. Weld reinforcements 3/16" ,(May be ground flush if required). 7. Weld cleaning perAWS D1.1-2000, Section 5. 2. Preheat 8 Interpass temperatures per AWS 8. Welder identification per contract requirements. D1.1-2000, Table 3.2. 9. Joint preparation -remove all loose scale, dirt, 3. Not corrosion color matching for weathering steels. grease, oil or other contaminants which may affect weld quality. 4. Lot number of specific filler metals submitted with Material Test Reports. 10. Air-carbon arc gouge and grind second side to sound metal prior to welding. 5. PWHT specification attached, when required. WPS #: SBG-02 Rev.: 2 Approved By: ~ te: 03-20-2003 B & L Steel Company Welding Procedure Specification 350 North Geneva Road """ Lindon, Utah 84042 Phone (801) 785-7149 "'" Fax (801) 785-0841 WPS Number: TCM-01 Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000 / D1.3-98 Pre-qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups 18 II Materials Welding Process: ^ SMAW ^ FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic 0 Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: -Not Applicable - Code: - N/A - Shielding Gas or Gasses, (%): COs 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) O Downward ^ Not Applicable Root Treatment: ^ Arc Gouge ^ Grind ^ None Required JOINT DETAIL All Poskion Full Penetration Tee & Corner Joint ~~ h-~ BACKGOUGE T1 = 3/8" Max. T2 =Unlimited / R = 0" to 1/8" (TC-L1b-GF) Notes: 6. Weld cleaning per AWS D1.1-2000, Section 5. 1. Preheat 8 Interpass temperatures per AWS D1.1-2000, Table 3.2. 7. Welder identification per contract requirements. 2 Not corrosion color matching for weathering steels. 8. Joint preparation -remove all loose scale, dirt, . grease, oil or other contaminants which may affect 3. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 9. Optional fillet weld, when used, shall be of the size 4. PWHT specification attached, when required. specified on the project drawings. 5. Weld surtace conditions per drawing requirements. WPS #: TCM-01 Rev.: 2 Approved By: ~ ~ a 03-20-2003 FT_IRF_79 / Rav n / 10-97 •~ & L~teel ComQanv Welding Procedure Specification 350 North Geneva Road "' Lindon, Utah 84042 Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number: FHM-03 (page 1 of 2) Revision Number: Two [2] Date: 03-20-2003 Supporting PQR(s): Not Applicable -AWS D1.1-2000, Section 7 -Pre-qualified Material Specifications: All AWS D1.1-2000 Group 18~ II Materials Welding Process: ^ SMAW O FCAW O GMAW O SAW Process Type: ^ Manual ^Serni-automatic O Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.1-81 / A5.5-81 Code: AWS Filler Metal Classification: F4 Code: AWS Flux Type and Classification: E7018-xx (Low Hydrogen) Code: AWS Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) O Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable o....a Tre~lmenl• ^ ArC GOUQe ^ Grind ^ None Required JOINT DETAIL (Manual Stud Welding) ~ ~ ~T T1 =Unlimited / L =Length specified / ID =Stud dia. "S =Specified size, (see table #1). WPS #: FHM-03 Rev.: 2 I Approved By %~dit ~d~~,~~w ~ Date: 03-20-2003 ~~ 6 & L Steel Com~anx Weldino Procedure Specification 350 North Geneva Road "" lindon, Utah 84042 Phone (801) 785-7749 """ Fax (801) 785-0841 WPS Number. FHM 03 (page 2 of 2) I Revision Number. Two [2] ~ Date: 03-20-2003 ~ ,. _ :. ;: ' PR~ER`x'li ,. 1ff~1lt A $3: ;.., ~ ~' .. Minimum Tensile Strength, (psi): 55,000 60,000 Minimum Yield Strength,(psi), (0.2% offset): 50,000 Minimum Elongation, (% in 2 inches): 17% 20°k Minimum Reduction of Area: 50% 50°i6 T T..-~ ~ A ~ .....a~ ~.~.,~~ ~e ,.e.,e~~~ .,, ~r.,.,~o ~t~ ~~a r,f anv configuration and si ze used for purposes other than shear transfer in ~8/ ~ YNc n aauaa~ ~~ ~a~n ..~ yam. ~~.. ~.. r... r..__ -~--- -- -- -, - - ~. - composite beam design and construction. ® Type 'B' studs shall be studs that are headed, bent or of other configurations, '/i', 5/e", '/.", and'/8" diameters, that are used as an essential component in composite beam design and construction. NOTES: 1. Required fillet weld size - see Table #1 of this procedure. 2. 5/32" 0 electrodes shall be used on studs greater than 7/16" 0 except for out-of-position welding. 3. Preheat / Interpass temperatures per AWS D1.1-2000, Table 3.2. 4. Not corrosion color matching for weathering steels. 5. Lot numbers of specific filler metals -Submitted with MTR's. 6. Post-weld Heat Treatment -Specification attached, when required. 7. Weld surface condition -Per project drawing and specification requirements. 8. Weld cleaning per AWS D1.1-2000, Section 5. g. Welder's I.D. -per contract requirements. 10. Joint Preparation -Grind or grit blast to remove all mill scale from the attachment location. Solvent clean to remove other contaminants which may affect weld quality. Prepare stud base to fit squarely against the base metal. (Remove contact /flux button from stud base). 11. Material Test Reports, for the studs supplied, shall show evidence that the manufacturer of the studs has met the requirements of AWS D1.1-2000, Annex IX - "Manufacturer's Stud Base Qualification Requirements". 12. This procedure is acceptable for use in the repair of studs which have been found to be defective when applied using automatic stud welding equipment. 13. When used as a repair procedure, the area of the automatic stud weld which does not shoe the required 360° Flash or other unacceptable conditions, shall be welded for a distance extending 3/8" beyond each end of the questionable area with the appropriate fillet weld size for the stud diameter, (see Table #1). 14. Welding or repairing studs, using this procedure, shall be accomplished only by qualified welders. 15. Studs shall be made from cold-drawn bar stock conforming to the requirements of ASTM A-108, "Specification for Steel Bars, Cold Finished, Standard Quality", Grades 1010 through 1020, inclusive, either semi-killed or killed deoxidized. WPS Number: FHM-03 (page 2 of 2) evision Number: Two [2] Date: 03-20-2003 & L Steel Company Welding Procedure Specification 350 North Geneva Road """ Lindon, Utah 84042 Phone (801) 785-7749'"" Fax (801) 785-0841 1AS Number' ~BG-05 Pg.1 0€2 : ,,,,. Revision Number: Zero [O] Date: 01-01-2005 Supporting PQR(s): Not Applicable -AWS D1.1-2004 Pre-qualified Procedure Material Specifcations: All AWS D1.1-2004, Table 3.1 - Group 18 II Materials Welding Process: ^ SMAW O FCAW ^ GMAW ^ SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.1-81 / A5.5-81 Filler Metal Classification: F4 (E7018) Flux Type and Classification: Low Hydrogen Applicable Code: AWS D1.1-2004 Shielding Gas or Gasses, (%): - N/A - Flow Rate, (cubic feet per hour): - N/A - Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct ^ Alternating Electrode Polarity: ^ Pos., (+) 0 Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: ^ Arc Gouge O Grind ^ None Required JOINT DETAIL All Position Single Bevel Groove (All Positiory~IVeld Shown Horizontal) v ~'"~ ~ a .~ ? 1... T1 8 T2 =Unlimited / R = 1/8" (0" to +1/16") a = 45° (-5° to + 10°) / f = 0" to 1/8" (TC-U4b) WELDING PARAMETERS ` ~' Siectrpde Amps* Volts* `fr~ret &p~ed (fiGtes ~ Nl~nute) All 3/32" 0 70 - 90 18 - 21 1.5" - 2.3" All 1/8"Q1 90-150 19-22 2.1"-4.0" All 5/32" 0 120 - 190 22 - 24 3.2" - 5.5" All 3/16" 0 170 - 260 23 - 25 4.7" - 7.8" All 7/32" 0 290 - 350 30 - 36 10.5" - 15.2" "O Procedure Qualfied Ranges / ^ Recommended Ranges Notes: 6. Weld cleaning per AWS D1.1-2004, Section 5.30. 1. Weld reinforcements 3/16" ,(May be ground flush if required). 7. Welder identification per contract requirements. 2. Preheat 8 Interpass temperatures per AWS 8. Joint preparation -remove all loose scale, dirt, D1.1-2004, Table 3.2. grease, oil or other contaminants which may affect weld quality. 3. Lot number of specific filler metals submitted with Material Test Reports. 9. Air-carbon arc gouge and grind second side to sound metal prior to welding. 4. PWHT specification attached, when required. 10. Contract documents may limit or restrict the size, 5. Weld surface conditions per drawing requirements. (diamet ), of electrodes to be used. WPS #: SBG-05 Rev.: 0 Approved By: ~/ ~ Date: 01-01-2005 10/27/Ob 16:58 TBL 8013763847 CRAIG ROBERTSON (~ 03 350 North Geneva Rid ••• Lbion, Utah 84042 Phone (801) 78Sr7749 "" Fear X801) 78fr084 WPS Number: 383-06 ~. 2 of 2 Rwleion Number. Zero (0] r~ (~7 ~~ F_a Oate: 01-01 2005 9aaetlAetniTt~iaa~ ~f oove s~ trdled~ 0 JOklt I~Od FeOI~ Af ON5i6d M ~ A~br~wd (,~ PrOO°~ ~~+ T~ T: c3rooMa ~ (eae 3.13.1) (ass S.t 3.1) Ncl.s SMAW TC-Wb U U A:Ob 1/8 +1N8~-0 +1H6,-1/6 AA - ~ ~ ~~ T~Wat3F U U f = 0 lD 1/8 a =,6• +1/1Q, -0 +10". -p' Not imNad 10•. -6• ~ Mat 1.4.7. taAW TGU~S U U 1.1M/4 msx ~+0~ /8 31hd F 10.11 ~ 7,10. WPS Reference Notes Nioler 1. NOt Pnt4~ad fDr OIIMMFB nor GUW (net#er to Mnar A~ 2 dOkitefid be melded ~aln arw elda ~ { ~ lard appit:aNcn inlts tbeeloYtl~ 1D Cho hOremflt011N~ldt~p Ppe1b1(t8~ 2~. S '~~~ b eots>d ttl0iel bofoi~ rraldltg saaortd alda. tt Mintentnt tMeld ~ ~ h ~N~ g ~ ~(~~,~~ eta T. If Alet rwlde aro lead h ~pY togded strtuct~rae io net~orve vtelde h aomar and T-piMe, Chess ahea be art need notaooorad ae h. I10tttm]. ciroaw wride In comerand ~ dcorallne~, ~oadd aln~ctruea e~ail be v~ri~it wstrle rquaE b T~ ted nNd eot aeasb 318 b. [10 mnt} 0` ~ ti~ ~~ ~ ~ ~~ °~ uiegiel dep~h. htlhs dept ofiM altvorwrpooNe eta116a no lase th^n ar~birlh d 8• ~~~~~ ~~ ofvnapuel depth. pgrldod rice confona tD rio f~tbrte d Nole¢ Ales the welt! else t4 10. Theme ~ pf Mts 11ND rrlernbwe h fie IDS ~l ~ fAO~ 136' b 180' 1br ttult~oltNe; ar46' m 196' for eont.r Jo1rNe~, or ~' b 11. For oomerpNile, tIN oubdcle~oo~e Prepwetlon atay be iA atthar or pph ao~rldad tl~a tmle prootis oanA0uxa11on ie not 1Z, iNats ~ ~ ~ b wtplport ~ 0 Ope~idOtti wlrtout emoeeelre atipe Inedlnp. VNPS ~M: s6G-06 Rev.: o Approved 8y: ~ ~ ate: 01-01-2005 iae-: 't' - 350 North Geneva Road ""• Lindon, Utah 84042 ... ..Phone (801) 785-7749 "'" Fax (801) 785-0841 Vfi!RS SBA ~ 't +~~ . ' ~ Revision Number: Zero [O] Date: 01-01-2005 Supporting PQR(s): Not Applicable -AWS D1.1-2004 Pre-qualified Procedure Material Specifications: All AWS D1.1-2004, Table 3.1 - Group 18 II Materials Welding Process: D SMAW ^ FCAW ^ GMAW D SAW Process Type: ^ Manual ^Serni-automatic ^ Automatic Position: ^ Flat ^ Horizontal ^ Vertical ^ Overhead Filler Metal Specification: A5.20-95 Filler Metal Classification: F6 (i.e.E71T-1 8 E71T-9) Flux Type and Classification: Not Applicable Applicable Code: AWS D1.1-2004 Shielding Gas or Gases, (%): COZ 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ^ Single ^ Multiple Arc: ^ Single ^ Multiple Current: ^ Direct D Alternating Electrode Polarity: ^ Pos., (+) ^ Neg., (-) Welding Progression: ^ Upward, (for vertical welds) ^ Downward ^ Not Applicable Root Treatment: D Arc Gouge D Grind ^ None Required JOINT DETAIL All Position Single Bevel Groove WELDING PARAMETER X411 Position Weld Shown Flat) ~~ ~~ 1J R T1 & T2 = l~nlimited / R = 1/8" (-0" to +1/8") a=45°(-5°to+10°)/f=0to 1/8" S Past ` ~ ~~. '~ ~ Amps* Volts* ~` ~ ~; All .045" 0 199 - 242 19 - 22 5.7" - 9.5" All .052" 0 232 - 282 27 - 30 7.2" -12.0" All 1/16"0 274-334 28-31 7.8"-13.0" All 5/64" 0 329 - 401 28 - 32 9.3" -15.5" All 3/32" 0 405 - 495 29 - 33 12.4" - 20.8" All .120" 0 473 - 577 34 - 39 15.8" - 26.2" (TC-U4b-GF) I "D Pnx~dure Qualified Ranges / ^ Recommended Range Notes• 1. • Weld reinforcements 3/16" ,(May be ground flush if required). 2. Preheat & Interpass temperatures per AWS D1.1-2004, Table 3.2. Lot number of specific filler metals submitted with Material Test Reports. PWHT specification attached, when required. 6. Weld cleaning per AWS D1.1-2004, Section 5.30. 7. Welder identification per contract requirements. 8. Joint preparation -remove all loose scale„ dirt, grease, oil or other contaminants which may affect weld quality. 9. Air-carbon arc gouge and grind second side to sound metal prior to welding if backing bar is required to be removed. 5. Weld surface conditions per drawing requirements. 10. Contract documents may limit or restrict the size, (diameter), of electrodes to be used. MPS #: SBG-06 Rev.: 0 Approved By: ~ Date: 01-01-2005 ' ET-IRF-721 Rev. 0 / 10-97 ,~~ ESAB .~- CERTIFICATE OF ANALYSIS CBRTIFICATS OF TYPICAL ANALYSIS ORDSR ~ PART 1101~18sit COS?0lIiR l1~li: DIANSTiR R LQG17: TRAD= AAlR: T!!s LOT RO: ®Z RO: cLasssFlcazlat AMS A5.1:2004,ASME SFA 5.1 1/8 ATON ARC 7018 4S508A01 35623 E7018H4R CHSlIIC1L uALTSIS PROPSRZIS3 SPSC. RsQO'IRS!l~ITS Casboa .05 llanganas• 1.10* 1.60 Silicon .34 .75 Phosptiosas .010 SnlpRar .014 Chsoaisu .04a .20 llic>kal . 02n . 30 NolpLdanna .01* .30 vaa.ain. .Ols .08 Copper .02 *Suw total of noted •lesents shall not exceed 1.75X ~DIOD:RaPB= ' ~! IIOISZORS : RC-41Z PRIOR CORCSB'PRICITY 2X DIFFOSIBLi BYDROGQ AvsRA6s ~-vsu-as a TsRSILS RsoOlRnmiTa: ~ ~m !RR TISLD(psi) 58,000 IIIR ?ISLD(8Pa) : 400 !R>A TQSILS(psi) : 70,000 MIR TiwSILS(!~e) 483 !!IR Q.O~i 22.0 Ts/SILS RsSOLTS " ]IS i~tsLDSD CILCOLATS lIiLD(psi) 65,600 CALCOLATS IISLD(!~a) 453 CALCOLATS ?iwSlLS(psi) 78,000 CALCOLATi TQSILi(llpa) 538 X Q.Ol0Q~i?I08 s 30.0 Tt'te ESAB Group, Inc. 1600 I(arwi Line Hanover, PA 17331 YIIW1N.a0ab.00111 Fax:1 ~880~41~8911 Phons:1-t00.1?~EaAB Satisfactory .08X 3.5 (al/100pr Avp). 0 t7~dSSD . lllU( TsRSILS(l~s) D71TS 10/10/005 P71GS 1 0 255011819 BSI: ~. ••(~~~(I'1 x. wf/rtn, SuM~tMer, qJ1. sMrviaers r: - ES cvsro~ itA~s: .052 DUAL SHIELD 7100 Ultra 76933 E71T-1/T-1M/T-9/T-9M DIA!!i'rQ do L~IGTS: TRADt 1~Alfi: !!P! LO= II0: CLASSItICAtIOE This satarisl confora:s to AMS A5.20-95, ASME SFA 5.20 caatcAl AEALYS=s PROP~tTI~S Carbon .03 t~laaganas• 1.35 Silicon ,54 P>tiospboras . 013 Saiphar .011 ~~~~ . 04 1licbal . 01 Rolybdaaa~ .01 Vanadin~ .02 Copper .05 Addition Chesistry using C02 RADIO(iSAPB= : ERA! _IIr~IdL= HYDROGa s ~YiRAOS , GAS QS=D . ~-vsRACS a GAS IIS=D a l~slLt RiOIIIR~S• 13 11lLD=D !lIA YIQ.D(psi) 58000 !fI/ YI=LD(IBPa) : 400 IIw ?QSIL~(psi) 70000 IIE SQSILi(!~a) 480 ~ ~~ 22 r~rsiLS ~ssozrs os~ :ALCIILA=i YIiLD(psi) .ALCOLAR YIQ.D(!!pa) : .ALCOLAI'i ?QSIL!(psi) :ALCOLAZi ?SRSILS(!!pa) ELOEGA?IOE CERTIFICATE OF TYPICAL ANALYSIS OitDSR ~ PA1t? li0l~lR CERTIFICATE OF ANALYSIS SPBC. R=QIIIR~S • ( .18 Max.) (1.75 Max.) (.90 Max.) (.03 Max.) (.03 Max.) (.20 Max.) (.50 Msx.) (.30 Max.) (.08 Max.) (.35 Nax) Satisfactory 3.7 (n:l/100pr Avp). 75 AR / 25 C02 3.0 C02 -s wsLDSD 75 AR / 25 77500 535 88000 607 26.0 ~~j •'•. • ~~ Ths EBAB Group,.inc. 1800 Karw~ Lars Hanover PA 17331 rwuMr.ssab.oom Fax:1.000.~4~911 Phons:1-800.123ESA9 As wsLDSD C02 88500 611 92500 638 26.0 MAX TQSILt(t~lPa) : DATi 09/lY/UUS PllCt 1 0 a48oooia~ ADDL. C8•QIIS?RY .02 1.70 .84 .009 .004 .O1 <.O1 .03 . 02\ .02 K. Wrd~atn, SuNtlrsr. Q.A. ayrvie.s J h#Y'IOJ-GIOnJ 110 ~ .77 w4.R11 ~ ~ ~ w ~ 1 IMd d 1 I`IJr"Cb 1 ~ra~ra i w ~ a.... - -- -- "~'~ ~ QUALITY TESTING & INSPECI'1ON .. !N OPE N C Company: STAMP X10 Welders Name: ' ORVAL DRAILSOFRD I.D. N0. Welding ProC688: Tye; SEMI--ALITC1MpT~ VERTICAL - 3G Welding PrOgfeSalOn: URWARp Posldon: Joint Procedure on iVos-uaa-r.~ Figuro iuo~. a+ A36 CARpON STEEL BaCWng ~ YES flAeterie~s Specs: Joint'Thidtness: ~~ Diameter 8 Thickness Qualified: 3pecNicatton No. ~ As~. ~a~~~ ~ CNusill~ion: ~~~T-~ . ,, Lu ~~~ Description: VISl1AL INSPECT'IONI gppegrgAOe eiAT SFACTOKY underp~t 5ATISFACT~RY PorosNy GUIDED BENS TEST RESULT Typo, R~ulbi TYPe N/A E T NSA Flilet Size: ~' ---~-- FracturoTest Root P netration: TR RMn I.D. eat ti.Rwla Fan I.Q Reeulb Rertpulo~ a-il i SASSED Preparation ~ welds witness~~ sat. sTt:EL - ~ Teat iVo. Test conduetvd by We ceruryl thed the mend in this rooord aro correct and that the welders test was prepared, welded and tested in akxorti with the regtrtrementa of AW5 D1.1-92 - g Date Cuslort~er Reprss.ri~vn ~.~-- _ -- ~ / ~-~ ~ ~~ , I TOTAL P.01 LCb-1C-C V' YJV L ~• LO :~ ~; • }~~ Wl.F7L 1 1 1 1 CJ 1 11`111 OYJ1 tOJ 11 CYJ r . Vt QUA~.ITY TESTING & INSPECTION Compec~y: ~ •~ _ . IAI@klers Namq: ORVAL bRAI1.SFQFD l~$~~g-17-.9266/5TAMD 8 Weldiriq-.Process: _~•~,o.. _~PO:. FLAT 1 t~ Tom' - Welding Progression: w/A Joini~E~cocedyre Specification No. e-~,2p_.,~ Figuro No. _,4,,,~~ wlaterials Specs: A3Ca 6addng Strip: ~ YES . .;:: ~.. Joint ~'leckrtess: Diameter S Thidcraess Qualified: ~~ ~ - ~ ~ FILLER NIETA~ . . 'Specitication:ltfeo. __ os_ Pa_~g C18ssification: _ ~~, r-i •=~$~~~::~::1.1~1fs" DIA. FLUX CORED WIRE COQ Shielding: .. DUAL INS ~ ~ TION . , Ai'PBB~~ Undercut POrOSit~/ ~nt•TCCe • ~ GUIDED BEND TEST R ~~ ~~ T~ Resells Tye N/ AeeuMa ....:.. FILLET TE T.l~.~~~ ,~.A ~~idlet ~f~: ~ l~Aacrotech: Fraduie:Test,i3OOt I~enetration: . ~3ADiOCRAPHIC TEST RE LILTS E11m,t,b. Flseults Romsrks hihn 1.0. q Rennhcs ®-i PASSED Preparation fi~:iiveldin~ witnessed by __ as si•~ T@St ppndtJOt6d by CLYDE A i ups -- QT I LEVEL Q58W-88 ~~st No. We certify that:the statements in this record are Correct and that the welders test was prepared, welded and teSAed.In:ao~prds~trlCe with the requirements of .. .. Date ~ 12-i l-•Qe - .: Cualo~rier Reprsaeatative ~ . .. ...; . .. _ ... ... • non rre...o....~ ...... .. ... . TOTAL P.01 (~'~~ QUALITY TESTING & INSPECTION WELDER-WELDING OPERATOR QUALIFICATION RECORD Company: B&L STEEL Welders Name: TROY D. DAVIS 1,~, Np, n SCR-2a-a~n7 Welding Process: FLAW Type: Semi-Automatic Position: • Flat - lc Welding Progression: ~~~ Joint Procedure Specification No. B-U2a-GF Figure No. :'S• 18A s ~ 9_______ A36 Yes Materials Specs: Classification: Joint Thickness: ~" ptatp Diameter & Thickness Qualified: ~t^t;m;tp~ Specification No. A5.20-79 Description: 1 /16" ~ flux cored wire Baclung Stnp. Shielding: - COZ VISU AL IN SPE CTION nce Acceptable Undercut Accept able Porosity Acceptable Appeara GUIDED BEND TEST RESULTS Type Results Type Results FILLET TEST RESULTS Fillet Size: Macrotech: Fracture Test Root Penetration: RADIOGRAPHIC TEST RESULTS Flm I.D. Results Remarks Flm I.D. Results Remarks 0-1 Passed Preparation & welding witnessed by B&L Steel Test conducted by ~• Chorniak - QTI level I I Test No. Q~on-aa Ne certifi~i that the statements in this record are correct and that the welders test was prepared, and~tested iin accordance with the requirements of AWS 01.1-9a &AWS D1.5- 95 D~ 7-11-95 Customer Representative FILLER METAL E71T-1 welded 10/26/2006 1T:4a FAZ 801 78a 1120 QUALITY TBST~INSP. TI QUALITY TESTII~C 8~ INSI~ECTIOIY „2o w~c ~3s s~ Undon, Urar~ sao42 FAX: (801) 785-1120 ~ ~~~ WELDER-WELD I hIE O~ERATO R GlU~AL I F I C~1T I OIV RECORD ANYr B8L STEEL WELDER'S IldiilhtE: KEITH HOLT I~~R •. t STAMR DGI I+IELD jNB DRDiCES3t FCAW TY~'r SEMI-AUTOMATIC F08ITIONr FLAT - iR t~l!?INB PRDBRE88IONr N/A JOINT PROCEDURE 3DEGIFIC ATIDN NO. r D-~U2A-GF FlBU,~~;i ~. 21 ~rERJi~L3 9DE'C8s A36 ~iCKl~~TRID~ YES JDI ~' ~ ~_,.,5~, i" PLATE DIAMETER ~ THICKNESS QUA LIFI~~,~ UNLIMITED FILLER METAL SPECIFICATION NO.: AS.2®-79 CLA~IIFICATI'ONr E7 i T- i ..:.;,,~ DE3CRIDTIONr .8~3" DIA. FLUX CORED WIRE '~ B~I,ELDINBr CO= ::' ~~~ VISLb~iL INSRECTION APAEARANCEs 8ATISFACTDRY GHORNIA~ ' UNDERCUTS SATISFACTORY ~ ~:5~~~,$~ q~ ,! O~fj~Q&I~j SATISFACTORY ~_ ' GUIDED FEND TEST RE3LJIL T3 ~~,~~'' ~ N!A FILLET. _TE3T RE3G6L T3 M/A RADIOORADHIC TEST ~SUL ~ F,~,~~ j. ,Q. i 0-1 RE~7'8r PASSED ~RF~Ri4T10N ~ WELDING WITHIESSED 8Yr BSL STEEL TEST CONDUCTED SYi KEVIN SMITH - QTI LEVEL II _TE~T IV(y Q808-85 WE CERTIFY THAT THE STATEMENTS IN THIS kECORD ARE CORRECT AND THAT THE WELDER~9 TEST WAS DRERARED, IdELDED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OFx AWS D1.1-04 D~aTE: i,0-20-05 G.LT~LBE~'R~'''.~NTATX ~E: _- -_ _ / ~'~~~ CUSTOMER RERRE3ENr(~ jI VEt __ ,~ _ NOV-16-2003 1623 QUALITY TESTING & INSPECT 801 '785 1120 P.01/01 QUALITY T~STINC: & Iri5pECTI01~i Undone Utah 840A2 ~eo1> 7ss-t,1t FAX: (801) 785-1120 WELDER--WELD I SIG I]AEF~AT~]R ~UA~. I F I SAT I ~h! RE~~RD D8!~ STEt:L WE~c~~ 5 N19MEr KEVIN JER_RE_R__80N I. D. NO, t ~ ~ ~ ~i~~N WEL .tNG i_ ~Rd__ CE& r_ FLAW TY• PEt SEMI-AUTOMATIC Paslrrav: FLAT - 10 WELDING PRODRES6I.DNr N/A JOINT PROCEDLiRE BPECIFICATIpN NO. a-U2A-GF F_I_OURE NO. t 4.81 l.-~pTER2 9AL 9RECSr A36 ' a/4CKiNB 9'TRiAt YE8 J17ILVT THICKNE53r i" PLATE DIfiMET,F~i 3 TfIICKNE5'S [,7UgLIFIEDr UNLIMITED F C~AS3IFICATIt]N: DE5CR1'PTIONr SHIELDI11K3t AP'P'EARANCE: UNDERCUTr ROR08I TY: FILLER METAL A5.20-'79 E71T-i .046" DIR. FLUX COkED WIkE COx VISLlAhL INSF'ECTIOIV SATISFACTORY SATISFACTQRY SRTISF'ACTORY OUIDED BEND TEST _ .RESUL T5 N/A FILLET TEST RE3ULT3 N/A ~f j~I DC~Rr4F-NIC TEST _ .RES_L~~1.1'~ FIL~-1 _I~D._ r 0-1 (~~ULTSi, PASSER FILM I. D. r RESL/LTSr PREP~j',~Qj~( ,~ WELD~'fYQ (~I TNE83ED BY: RbL STEEL T,ES_ _T: COND.(IGT~Q BYE CLYDE BIGG& - QTI LEVEL I t TEST NO. t Q632-®3 WE CERTIFY 'CHAT THE STATEMENTS IN TWIB RECORD ARE CORRECT AND THAT THE WELDER~8 TEST WAS t'RERARED, WELDED AND TESTED IN ACCORDANCE WITH TWE REE#UIREhIEN'TS OFD RWS A1, i-02 w. i_ -12- ~ ~ i ~ CU3TaMER REh' ESENTRT T VEr - T07AL P.01 ' T' QUALIN TESTING & INSPECTION Company: a&L STEEL ~ _ . sCOTT so NEON l.D. No. Welders Name: ' SMAw Tllpo: pIANUAL Wel~nq ~~~ FLAT -iG Position: Welc~ny Pro~resslon: H-U2A FiBuro No. 4. ~® Joint Pn~cedure Spedflcation No. Materials Specs: Badcin9 Strip .~ • 3!8 PLATE Dlafneter ~ ThlckneSB Qualified: Up THRU 3/A ~~ Joint Thickness. III I FR METAL E7018 gpedf~egon No. i As.1•-8i CNn: St~ekllnp: Description: 1/IS 'T_ SATISFAETORY gATIgFAG~'ORY t~nden~Jt SATISFACTORY POroSlty Appeal"BnCA N/A ~I~ET7 -^T RESULTS N/A Fillet Sits: Mecrotech: Fracture Test Root Penetration: RADIOGRAPHIC T RESULTS ~ I.D. a ~ Remmics ~" to. Rseulls A«n~cs 0~1 RA85EA FsBL STEEL Prepare~tion ~ weldnB witness Test conducted by Test Nv. We certify that the statements in this record are correct and that the welders test was preparod, welded and tested in accordance w~ ~se arequi~re®aents of Data _ _ " Customer RepreSer~five ~~ T~DTAL P. 62 JUL-18-2005 1853 QUALITY TESTING & INSPECT 801 ?Ei5 11~ r.nc.rx TI QUALITY TESTING & INSPECTIOI~T 1120 West 135 South Undon, Utah 84042 (801) ?85-1111 FAX: (801)785.1120 WELDEi~-MELD I ~E DP~E~~1T~~ t~U~L I FI SAT I ~ht - - . F~E~t~~Rl3 c~ 1~aL ste®i ~ELDERi3~ RON MEASOM {. D, .: Y f~IELDINei DROCE38a FCAW TMF~a SEMI-AUTOMATIC PG{BIT~ VERTICAL - 3G WIELDING PR06RESBrONIr UPWARD JOINT PROCEDL/RE 3PECIFI jrgT~~ 8-U8A-OF FIDUAIE NO. a S.1 BA I~TERr~_ A36 BAOKI111r3 BTRIIDr A36 JOINT THrCKNIE3'„8a 1" PLATE D1~R ~ THtCKNE53 QIJEILIFrE~r UNLIMITED B~CIF1'Cr9t.~N NO. : CL.ABSIFICATIONt DE3CRIPTJONf SHSELDINDt FILLER IMET/gL A5.2®-79 E71T-1 .045" DIA. FLUX CORED WIRE CO= V?3L~fiL rN3DECTION SATISFACTORY " 8ATISFACTORY' SATISFACTORY ~JtDED BEND • TEST RES,~I jS N/A . FILLET TEST RE3[AL TS N!A RAD fL7ORA~,Ir~_T„E~Q,~T REBLk_T8_,L PASSED DREF!ARr4TION ~ irELDING WITNE'SBED BYa SiiL STEEL TEST ~D1~,(OTL~D ~Y~, WAYNE BREWER .- QTI LEVEL I I 71l8T hK7. r 0551-03 ~ `~' r ,"",~+ e"" // C~ WE CERTIFY THAT THE STATEMENTS IN THI8 RECORD ARE CORRECT AND THAT THE WELDER~3 TEST wAS PREPARED, WELDED AND TESTED IN ACCORDAwCE wiTH THE REQUIREMENTS OFD AWS D1.1-04 AT 07-12-85 L7Tt REP'RE3EN~_'ATL{ F: __ _ __ _ _ CURTOM~R REL-RE.4FNTC7'T UC. ~•I-R~1J-t1U7J 10• J~u ~~ {1R.11'La 1 1 IL..JI •t.Y. VI •IlV1 VV I QUALIT1(TESTING ~ INSPECTION Company: ESL STEEL STAMD T Welders Name• I.D. No. • MANUAL Welding Process: srtAw Type: N,A Position: Wsl~ng Progression: Joint Procedure SpeaBCatlon I~E B-U2A Fl9~re ~' A3~8 Materials Specs: -- 8addng Strip: . JOlnt Thk:kness: 3/8" RLATE Diarneter ~ Thickness Quelifled: UR THRU 3/a" BILLER METAL A5.1-61 ~assiOn: E7018 Specification No. ~~ ~.A~,-.L~+1-~e--- Description: -- - Shloi~ng: VISl1AL INSPECTION ~ppearen~ SATISFACTORY Undercut SATISFACTORY Porosity ~ sATISFACTORY GU-[nED BEND TES' RESUL SS NSA •ryp• Resupa TYPe Rews° FILLET TESL' RESULTS "'A Fillet Sizs: Metxotech: Fracture Tsst Root Penetration: Fllm I.D. Results Remarlo FIm I.O. Resuas RetnaAcd 8~1 PASSED Preparation ~ welding witnessed by ECONOMY STEED. Test conducted by CLYDE HIQQS -GiTI EVE Test No. We certtty that the statements in this revord aro correct and that the welders test was prepared. welded and tested in accordance with the requirements of Customer Represerrtaiive D e - tit/~ QTl Reproaenttriive ' fM.IV~G f-CYJ1U1 1C• JJ V..df~.• ~ ~ .w... .., ~. ..._' _' . ~ T~ QUALITY TESTING & INSPECTION ]dCELDER-WELDING OPERATOR QUALtEfCA'TIO RECORD COr1'1pAny: SLCL STEEL _ _~i_ _i! Welders Nan'te: • MARK P~tOUTY i~3~. T/SSM 4a8-88-6055 Weldln~ Process: FCA ,yam; sEMI-AUTOMATIC P061tion: FLAT - 1 v welc~np Pro~nassionMlA Jotnt Procedure Spedficetion No. a~_9- F Fgurs Na 4-?~_~._. Materials 3peas: p3e i3~Cld ~ YES ~ P= --- Joint Thickness: !' ~ ATF Diameter & Thtdale9s Qualified: UNLIMITED FILLER METAL Speciflcs#tton Novi p5.20-79 Ciassificartion: E711'-i DA6CrIp~tiOn: Shi01dlf1~: VISUAL INSPECTION Apf,~@anlrlCe SATISFACTQkY UrldAfrXJt 5ATI8FACTORY Pp~ SATISFACTORY GLIDED BEND T ST RESULTS "'A TYPs Type Reeupa FILL T TEST RESULTS "!A Fillet Size: Fracturo Test Root Penetration: ua~: Rim I.D. Beaune R~rrlarke Flkn I.D. ReaWlt RerrgWlca 0-1 ASSL:D • Preparation & v~rel~n~s~i r s~L STEEL Test conducted by Test No. We certify that the statements in this record ere oomect and that the welders test was pnspared, welded and tested in accordance with the regWrements of AWS Di.1-0A 8 AWS Di.s-96 Date Customer Repreaer~tive OTr TOTAL P. 01 vaiuLi~uvo ue:v~ res aui iao llxu VuAi+tl'Y TBST&iNSP. ~• X001 QUALITY TESTING ~ INSPECTION ~, 11 ZO Weat 135 South undon, Utah 84042 (801) 785-1111 FAX: (801) 785-1120 R-I~EL~ I hl~i OIaERIgl'OR L~UI'~L T F T f'L1T r n~ RECQ RD ~RANY D8L STEEL WELDERS N~9,(~•i, J'OHNATHAN 1. ~~ D~IV~ ~ L kANDpLI. IJELDIA/O n.A©~~rQ~. FLAW pI~V• 9EM=-AUTOMATIC ~ PRO6RE5SIGUV: FLAT - 1G NT ~-Rd .~niinr N/A -_...~~ sP crFrcArronr No ~-u~A-at= FZL3UR6 Ne, L ~.2~ 1~3TERI ~~'R: A36 Br4CKIM9 sTrv sn. YES .rarNT ThrrC,r,,,t~ssr 1" PLATE UALIFIED UN~.IMITED ~C?FtCATIp/V /yC, r E~LLER p rni CLA3SIFSCgTrn--%- A5.,20-79 E71T~1 ~CI~IRTIC/Vr .045" DIA. FLUX CpkED WIFE Cpr ,gW.4 FlF-DERR NCEa ~j-S--~ r/VS rrrn~~ ~Cl UND RCUT, ~ SATISFACTORY KE~p~, k~D.B~S TY~ SAT x SFACTORY _-`„~I ~ ~jy SATI SFACTDRY ~~~~~Ilr D 9EKD TEST RL'su~ Tye \ N/A FrL~ ~T TEST RE3UL TS N/A FILM Y. D_ . RADIOORgF+HIC T~sT REBLe ra 0~1 6~ RASSED RATIQN ~ ~,IELD rh'S WIT ~~s~cn n~ . WAYNE 8l~EWER .. aRTrSLEVEL II TEST N~ Q550-05 AWE GEf~TIFY THAT THE STATEMENTS IN THxg RECpRD AAE CQRi:ECT AhID TH WELDERS TEST WAS FRERARED, WELDED AND TESTED IN ACCQFcDAMCE WITH THE •REgUxREMENYS Of=~ AW3 D1.1-64 Ef 07-i 2--05 G7T2' REI~+RESE/VTigTrtl~', ~^~~ • 1 NV ~6.'LV ~/.;. ~ ~ ~w~ .. .mow w ~~~~~ ~~. . ' ~~"'~'~ QUALITY TESTING & INSPECTION _wELD~NG OPERATOR QUALIFICATION RECORD Company: Welders Name: ~ ©REO 8A1~P 1~'J.~. i1X/N588-94-®848 Welding Process: r~°~ - Tom: Position: VERTICAL - sc3 Welding PrvgressionuPWARa Joint Proceduro Specitic~tion No. - Figure ~• Materials Specs: A36 CARBON STEEL gang Sip; YES Joint Thickness: + " ai dx~._ Diameter & Thickness Glualified• FILLER MEIAL Spedticat(on No. A5.8e-79 ClasslAoation: , X717--i DesCrlp~i0n: 1/i " DIA. FLUX CORED WIRE BhiAlc~ng: C02 VISUAL INSP_ES'T Appearance sATI3FACTOaY Undercut ~~~y GUI BEND TES.. RESULTS N/A Type Reaves lyps Req~lt N/A Flllet Slze: ---- Macrotech: Fracture Test Root Penetration: RADIOGRAPHIC TEST R FlMn I.D. Rewits Remsrka FlIh11.D. ReeuN~ 0-1 I PASSED Rsrnarks Preparation & wel~ng witnessed by BlIL STEEL KEVIN S TH - ATI LEVEL I I Tort No. Q442-0i ~..~-- Testconducted by We certify that the statements in this record are correct and that the welders test was prepared vwlded and tested In accordance with the requirements of AWS D1.1-0th i~ AW3 D1.5-96 QatA 88-38-~1 ~__..._- Customer RepreSeMalive TpTAL P.01 I'R#C~1J-CYJCJJ 10 • JYJ TI Company: Welders Name: 17~.J1'L~ i t t 1 CJ 1 11`11,7 d 11Y.7rC(„ 1 OYJl !OJ 11CYJ r . 1J..V 77J QUALITY TESTING & INSPECTION ST - LD. No. STAhIR Z Welding Process; SMAW T MA UAL P08Kion: VERTICAL - 3Q ~~ UPWARD WekNng Progression: Joint Pnxedure Specification A3a a-u2A Figure No. -_4_ ~e Met®rtals Specs: ~~ Strip: A36 Joint Thkkness: 3~8~1 F~LATE Diameter b Thickness Oualtflvd: u~ THau aia 11 Specification No. Description: FILLER M TA AS.1-81 E7tl18 ClaBSification: w Shieltfing: VISUAL INSP CTION App@~ncg SATISFAGTOkY (~~~ SATISFACTORY pp~pgtiy SATTSFACTORY_r GUID D B ND TEST RESULTS "'A RADIOGRA HIC TEST RESULTS Fllm I.D. Results RAmarks Film I.D. RquNe RN11Yfki 0-i GASSEA Preparation & welding witnessed by ECONOMY STEEL Test conducted by __ ~LYD TQaa TT ~ ~~F~ T * Test No. Q,x.~e_,_, We certify that the statements to this reooni are oomecct and that the welders test was prepared, welded and tested in accordance with tha roquirements of .- Date - Custome~ Represernathre ~~ f1T1 R~wevnlewniA TOTAL P.63 FILLET TEST R S~ 1 T~ NSA F(Ilet Size: Maaatvch: Fracture Test Root Penetration: JU..-09-2002 13~ 24 T~ QUALITY TESTING & INSPECT 801 '785 1120 P.01i01 C~UALITY 1"ESTING & INSPECTION 11VELDER-VYEL ING OPERATOR QUALIFICATION _RECORD Company, Welders Name: RYAN WrcIGHT i,~'~AP W-3S~i 529-96-@732 Welding Process: E~~~~ ~~ Position: __.. Vertical-3c N-e~ng prognission: • ~~ ~~M" Joint Procedure Spedflc~tion No. Figure No. Materials Specs: A36 gagd~ $~p: Y~~ Joint Thickness: ~~u~,nra Diameter 8~ 7Thicknesa Qualified: • FII_I FR MFTAI • Spec~flcation No. As-'~8-~~ Classiffoatlon: - Description: 2Ji ~ DIA. FLUX Cpf~EI~ WARE Shielding: C0~ VISUAL INSPE~1'~QN Appearance SATISFA~TOkY Undercut Porosity .$ ;T~,s~,pGYSR~-- N/A Type R~aulte Type Reeulte Fillet Size: Fracturo lest Root Penetration: RADIOGRAPHIC TEST_RE~ItLT~ Flim I.D. Results RerrWks Flfn I.D. Re01dt8 ~ 0-1 RASSEA Preparation ~ welding wftnessed by MTN. STATES STEEL Test conducted by KEUTN ~MTTH - nrT ~ ~4E~ : ~ Test NQ. We certify that the statements !n thb rocord are oorrotrt and that the welders test was propered~ welded end testod in accordance with the requiroments of - Date Customer Repreeetttetivs n~ /7P.~t,~rB. TOTAL P. 01 FILLET TE T RESULTS Matxotech: _ N/A QTI 0 QUALITY TESTING & INSPECTION ,...mpany: B8L STEEL #W #529-96-0732 RYAN Wt; I GHT I.D. NO. Welders Name: FCAW Type: SEMI-AUTOMATIC Welding Process: FLAT - iG ~ N/A Welding Progression: Position: Joint Procedure Specification aaE R-U2A-GF _ Figure No. 5. 18A YES Materials Specs• Backing Strip: 1 ~~ PLATE Diameter & Thickness Qualified: UNLIMITED Joint Thickness: FILLER METAL A5.20-7'~ Classification: E71T-1 . Specification No.1 . Description: Shielding: VISUAL INSPECTION Appearance SATISFACTOkY UnderCUt 5ATISFACTORY Porosity GUIDED BEND TEST RESULTS Type. I Results Fillet Size: Fracture Test Root Penetration: Macrotech: SATISFACTORY N/A RADIOGRAPHIC TEST RESULTS Film I.D. Results ~ Remarks Film I.D. Results a-1 F~ASSED Results Remarks BLLL STEEL _ Preparation & welding "'KE~i~le s~ - Test conducted by Test No. We certify that the statements in this record are correct and that the welders test was prepared, welded ~d tested in accordance with the requirements of AWS D1.1-98 R AWS D1.5-'~E Customer Representative FILLET TEST RESULTS Date DTI Representative U V o F • ~ o o e e e o e e `~ ~ • w • » R~ ~ O O O O a n n n - e e o °e ~ 4 w ~ .°. .a+ .•i ~ ~~ e e e e a ~ i r w ~ 8 ~ M A h N ~ h O v v .~ • w w 7i • o e e e O ~ rl a !, A O O O O g~ M e w v '~ ^~ ... ~ ~ ~ v • • ~ O `~ $~ ~ a ~ ~ ~ ~~~ E~ ~ ~ ~ . M n h O w n v w Y O O N O F O {+ ~ f O O O O O O 0 0 • o a h w ! a w w w w M O O ~ YI r p N • V N• w M M 1~ M O Y Y r r ~ r F {~ ~ w a M e w M N v w n e ~] ~~ n e w w • w w= Cp M~ i i i i n a n h °v Y • aei o ~ "~ • w 4 ~ ~ ~ a ~ ~ a n ~ ~ n ~ Z o~ ~~ ~~ ~~ ~~ ~ ~ ~ „ ,q n n n u .~+ v r v ~ ~i M ~ ~ ~ ~ w w M h Lea ,~ ~:, ~m FITtST CLASS sERVt(~ Porteous Faste~~er Company BOLTS NUTS SCREWS W ~SH~;RS coRroR<+-rE oFFic:~ 1040 VI%atson Center RoaJ, Cason, CA 9U7~5 (310) 549.91 SO Ftuc (310) 935-t}315 w~w.porteousfastener.com ivia.tti:h 1 ~. zcos Double D Bolt Fax: (801 j ?65-0855 De~u° G:urett You contaricti our Salt Lake office and tecluesteci that 1 write to you concerning specifications under which we purchase ouT F-436 W.9SXERS . Firstly, our products ere purchased to spe~:ificaaons where applicable. Our Purchiase Orders clearly state that each product supplied to Pateous Fastener Cotnpany is :o meet the proper specification as referenced in the Industrial Fastener Institute manual for. that product when such specifications exist. F-43b STRUCTURAL WASHERS-( ASTM F~36 ) ( HnT I:Il' CiALV TO 4ST:VI A153) Secondly, we require certifications from our suppliers of all products Gracie 5 or better. A325 Sw;.tUral Bolts, Gza~te S Hex Cap Screws, Grade S Hex Cap Screws, ASTM .4i94 2H Hvy, Hex ?~Tntc, F436 Strtccural Washers, Grade 8 Finished Hex ;~~yis, ASTM A193 Grade B? Threaded Rod, SAE Hi Nuts and Grade C Hex Locknuts. These certifications a.~e on tale at Porteous cx~rpo,ate office and copies of same are available to our custc~tr_ets. We trust tha4 you can be confident, as we are, that the product fu.-nislaed to yeu meets specif cadorts. Please let me know if eve can be of fiurtlter service. Sincerely, Aldo Chew invetttory Conn~cl Cc: Lee - Sait LLftlte c r ino t l t_r+Ja uc n v Septemter23, 2003 Attn: GARRETT Double i.~ Bolt Fax: llear: GA2tR1/°fT. Forteous Fastener Company BOLT'S NUTS SCREWS WASHERS CORPORATE OFFICE 1040 Wagon Center Road, Ca-smi, C.'~ 90745 ~31C)5a9-9L80 Faz;3~U)835-0415 www.porteousfastener.crxri You contacted our Salt Lake office and requested that I write to you concerning specifcations under which we pumltase otv Heavy Ilex lti~ats. Un your PO # Firtly, our products are purchased to spccifcations where applicat~le. Our Purchase Orde,s clearly state that each product supplied to Porteous Fastener Company is to meet the proper speafcation as referenced in the Industrial Fastener Institute manual for that product when such specifications exist. (ASIv1Ir / ANSI B 1$.2.2 and AS'TM A563, Crradt A) Secondly, we require certifications from our suppliers of all products Grade 5 or better: A315 Structural Bc+lts, Crrade S Hex Crap Screws, Grade S Hex Cap Screws. ASTAi Al~i4 2H Hvy, Hex Nuts, I~436 Structural w'asheas, Grade 8 Finisr~ed Hex Nuts, AS'I'A Al 93 tirade B7 Threaded Rod, SAB Hi Nuts and Grade C I~iex Locknuts. These certifications ar on file at Porteous corporate office and copies ot'same are available to our customers. V~~e trust that you can be confident, ys ~;~e are, tha- the product furnished to you meets specifications. Please let me know if we can be of further service. Sincerely, Herbert Recinos Inventory Control Cc: Dustin- Salt Lake Mill Test Report h u C y R ' MI uaeto LL Re r: BCAI.B q fIPtm NOCOR PLYMOOTN I/ AN I / 0 l001 AND All A R B Cfs BAR MILL-PLYMOflTH SOLD T0: PITTBBORRi[-Df/ IgI]1RB BTU, CO BHIP T0: PITT8M11Ri1-DRB MDIIRPB 8T=Q. CO CDSTOMf01 PO/: SP503B 700 WT 1100 NORTN BILL OP LADD1O: 11390 P.O.R. 180 O7 B9i t0 8PAi12BN PORK DJ-TR: //11/OS BPARIBR PORR, pl Nif0 . Item peeeripcioo NuN Yield Tensile Rl,mq C IIa P S 9i Cu NS Cr V Mo Mb Orede P.S.I. P.1.2. ~ •• Mt/!t 1/3 % S 1/3 PLAT BAR 1311]• 1S, l90 i7,f0i 71.0 00 .11 .t0 .011 .0]S .23 ./Z .1/ .i7 .005 -012 .005 ABTM A16-OS J131R3lU6 9!,185 i3,3/• 1i.0 f.]SO 1 Y 1 PLAT BAR 1{7701 4/,658 67, 1f0 1t.0 00 .ll .B1 .012 .039 .30 .3L .09 .Of .007 .O1S .001 ASTM lU6-OS ASMRSAI6 91,131 67,600 11.010.200 1 Y 1 -LAT SAR ]51141 /i,B21 71,11) 10.0 00 .16 .01 .00f .02! .1f .11 .OB .I1 .OOS .019 .OOS A377t AS6.OS ASID13JU6 •i,6fB 71,336 Ii.010.100 1/9 HA RODIm 151786 51,])1 75,186 35.0 00 .16 .B3 .019 .026 .20 .10 .11 .1B .005 .010 .OOS ASTM A76-OS ASNBSIJi Sl,iSf 79,915 36.0 9.173 1 1/3 NR ROOYD 151989 51,017 75,/!7 35.0 00 .1S .JO .016 .OSO .1• .)0 .1/ .1S .OOS .037 .005 ASTM A16-OS ASIIESA36 51,/B] 75,103 78.0 i.0OB 1// R1 ROOID] 153161 SS, 17/ 77,101 35.0 00 .lt .77 .033 .011 .21 .11 .11 .21 .OOS .039 .OOS AS771 A16-OS ASMRSAI6 54,721 78,3!2 39.0 1.502 1 HR RODMD 153170 30,070 70,777 21.0 00 .1/ .70 .012 .011 .21 .11 .1J •13 .005 .011 .003 ASTM A]6-OS ASMRSA]6 50,501 72,138 19.0 2.670 Mt ClaTIR TNAT ALL MANOPACY'ORINO PROCi36iS, DICI.ODD10 Mf2,TD/C OCCOARiD III T103 p17ITRD MICAARL S. Vf7DR111 BTATY. ALL OP TIDI MATQIAL PRODDCSm I8 IIADi PROM 8CR1V STS. A1D IRON. ALL PRODOC'f3 PRODOCm AR/ MQ.D PBRR. PLANT METALLURGIST QUALITY ASSURANCE MANAGER - c ~ ,. ~ ; -- ~;~, 1~=~•~=~ ~'k~5 ,x.8:45 CpF='ER STATE BOLT ~ NiJi ~ 1~~31?5._0i35~ _.~ _._ ..~ ~:taFAN~~<~::;:;: ~• ~;errtf~~~n;~ ~~':~~i11 Test Re~vlt~:. .C4~!PAS"r~A.TE~~HOB.~~N~?fl~~tf~t:~t6~~~~~>::;~~a~:~:~ ~ .. ~. ss~~,~zt~so4:. ~ss~~.~ . Ist~l7l5f~RlS!c?il~S:~ nE ~~ 1 HRRGt).`a!s•~.~1:Q~'~to)8`STi~~t:St~tT1~ : ~ RRQOt~&Y6t~A[t::;<:`.:;;`.... :- a: ~Fiu~Y.NE?.:c .. .. .... __ - - Jun 2i ZoQa- 1:45PM NP LA9RRJET Fqx F•~ Southwest Metsi Tna~-tlnp Corp. C ~~~CR~OII Order No.: ~z~s . DNe: 08r23J2G0S ~ z74 entry Dlas: osrCa~zoo~ 8m11h Plpe is Sieel Ca. Peve: ! a/ 736 North 19th Avenue Purehon OrQerNa: 10-iZeJ3 Phnetlbl A2 85409 ~la°Id~o u~ Nar 384?18 MsNaW: 4140 We ree plaeeed b provbe You wAq- the follawlnp aeRMo~Ibon . ! 6t1Wp~ 1 114' O.D. X Z0' ~s(>6 HT/211 ~7 T,-d10390627~ eP>~cIPIa~TtoN: ~ ~,fas-arrPl6eivaloe ~Ir+den HRC 28. ~ >!8 $~{i~: H~rdraw MRC ~. _ ................Taaga YiMd EIo~p1G I~rA% Tasw1-142,000 !28.100 !7!t 37.l11t Ter~614,,100 1211,200 talb a0.8'Yi swr: ~ rree~se: n~wodo~ ~ aq~lp~+e~all: ! 3S0d~oP I.iCU1D QUiNCH ~:' Proorr~>tT.~nPrr EeP+lpmentak !! 1's!F 1HR PER INCtIQHFAT 2 WZ6 MIM 81~ps i MrooMe: sirelphlNl t4ulpr+ent8: W4CHINt BTRAIOHTRN Bap: 8 PleoaRO: Tpt sample B4~aeNnt k lM PC BENT TO TRINITY TEBTINO TEN6ILE T1iiT P~ BPEC ~suble ~ Bo i ~' I;~U EOiB"1131 ~~8~ I'lyflX~f31t (DES ~2~ x ~t " (8~ X ~q : :.~~-~~- Fu V P. O/C 9ouYMript trfefr Trownp Cora. tali I,MMrOt Fsl W*M TX 1A13A 10:'~~:'?~'0S ,La8:45 r C a $~ ~$ 37'' ~~ ~~ ~~ ~~ ~~ ~ a C (]A,j ~s 0 ~~ $~ COP?ER STATE BOLT 8 PlUT ~ 180170855 C9~W~~.Q~'~Q~NN'O;Ai ry+ ~ ~~ • N `' ~ ~ Z n a n o tf O O O O O O C O O~ @~~~y ~~ ~ ~ ~ . Y ~ fir-' ~.~ ~ ~ ~ j ~~~ ~.7 ~ ~ ~ ~ u ~ ~ .i r v~ i A ql~ ~ ~ i 0 !! ~~~~ 'V ~ ~1 i g ~ ~{al ,o ~~ ~T~ _ ~ ~~ ••1~ {~ ~~ -a a - u __ ~~~ V ~ _ ~ s ~ ;, I~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~' y' ~ ~ '" ~ s ~ v s: ~ I! E~~~ P" ~ ~ ~ ~ ~~R..~ O m N ~, ~ ~ :1 _ ~~ y ~: ' ~ I ~ i ~ ' . ~ 0 I ~l . c'.'.' ~~i _ ; ~..: ~~ •'~ t~ • ~~~ ~~~ FASTEN E R~ Mvwrwr Irvfvnvv r. ~nr. F~~Qay. April 08. t999 a r.w«• s~~•.. N.w ttoan~u~, -+r powers Frse•enrrs Sait l.a-ce C;iy use +oeo+ 2112 S W Trrrnple M4 1rhpNOn«~ 1•(t144) i~ti•8800 9o~r lake Ctty. Ut 84115 r'rc raersl rTS-ass At~n Mr Br'JC9 ~utr~ett vtlvb fs~~•• ~r•~ 1-n'+r+'r ro''^ CERTIF{CAT{AN FOR 700 $~RtES POWER-$TUD'"' ANCHOR Cr4ri9a7N 9TEtMt. YfR>31ON Thd purpose of th~G letter {e to Ilt3t the -nateria~s used to the rnartutacture o1 the /40U $6r~e8 carbon etoot Pvwer•Stud Anchor (formerly known as th0 Rawt- Studl T^N •nChor meret8 the deecrlptiVe reyuirt~menls or C5A SpaCtrCettlon FF S-325, O^oup !i. Type 4, Cla8s 1. !t is liatecf by Unrye^•vr!ter's l.abUratont~s. approved by Factory tilutuel An~i risted ~n (;HO Rooort No 512: The pnchur :.~r~dy rs made from wld drarwn AI S! 1U16 c;arGon steel! for the 114" through 3i4" diarttelery (lengtht- up to 7"). For rho 5/8" or 3.4" d~arneters !Ongt)r than 7• enA 8.1 the 718" through 1.1/4" dtgmetert, the anchor t~ocy ~s made from fr151 121. t a steel The Intenoek)ng wedget- sro tormeti from AIS! t 01U tempered, cold ru!!ao carbon steel Tho nut9 era commerr.~al grade cleat ntveting A5TM 563. Gr~lge A and tht:i wsehr•rg ere AISI 1.110 carbon stee meeting the dirnene~ur~al rsqutrements pf ANSI E318.22.1, T yp9 A F~r3~n The anchor rs plated wK`t camrnerc!al zlrc and a clepr chromate treatment ac~;crd~ng to ASTM (3833. SC1 (Fe/zn 51 Power-Stud AnchOre s.lppli8d ~y Powers Metal M3nutecturmy Company (at substdisry v1 Powerrtt (°a9tenprs, Day Ind~strieY, Inc > are dornestica!ty mer~utactured. If you requt'e 9ddiUOn81 ceRft~cetions, please c~:•ntact ya~r IpCal Ppwdrs F asttanerta' q-anCh ohice vary truly yours ?owerta Fastener Inc ~~ '~ Cnetrlea SukhraJ Customer Service ManaQ~r January 6, 2006 Architectural Nexus Project: # 2044 -Rexburg Temple 135 North Main St. Suite #200 Report: # 61975 Logan, UT 84321 Date of Report: 01/03/06 Special Inspection Report SUBJECT: Steel Shop Fabrication and Inspection Procedures LOCATION: 350 North Geneva Road. Lindon Utah CONTRACTOR: B & L Steel ITEMS INSPECTED 1. Inspection Procedure Manual OA/OC Manuals Welding_procedures Manual Welder Qualifications. DEFICIENCIES NOTED AND CORRECTED DURING INSPECTION: 1. None 2. DISCREPANCIES TO BE CORRECTED 1. None 2. REMARKS: The above mentioned manuals and qualifications were reviewed to confirm compliance with AISC and AWS. All Manuals are up-to-date with the applicable codes. The welder qualifications are updated on a monthly basis for each welding process. A review of the shop procedures and work completed to date confirm compliance with the project specifications. Sincerely, Frank Koslosky Special Inspector CMT Engineering Laboratories t A R C H I T E C T U R A L nexus Architectural Nexus, Inc. www.archnexus.com July 31 , 2006 SALT LAKE CITY 2150 South 1300 East Val Christensen, Building Official Suite 200 Salt Lake City, Utah 84106 City of Rexburg T aol.s2a.sooo F 801.924.5001 12 North Center LOGAN P.O. BOX 280 135 North Main Street Rexburg, Idaho 83440 suite 200 Logan, Utah 84321 T 435.753.2141 RE: RESPONSE TO REVIEW COMMENTS DATED MARCH 3, 2006 F 435.752.4160 PHOENIX 1620 W. Fountainhead Pkwy. Vai: Suite 602 Tempe, Arizona 85282 Thank you for patience in waiting for this response. In reviewing your comments there are six T 480.921.7577 F480.921.7579 that need a response: PRINCIPALS #1 -Fire Alarm System: As you are aware fire alarm drawings have been submitted to your David L. CassBl AIA AIA office and have been reviewed by Brad Johnson. He had several issues that needed to be MarkA Davis,AlA addressed. We have met with him and the fire alarm contractor and have worked these issues Jon A. Erdmann, AIA out. This should be a closed issue. Danaid T. Finlayson, AcHA, AIA David N. Fletcher, AIA #2 -Lock Box: We are aware that one is required. I have discussed this with Brad Johnson I A l but need to touch base with him again and obtain additional information on the type needed e A Brent B. Ha dcast gruceD.Haslem,AlA and the mOUnting IOCatIOn. Thomas C. Jensen, AIA Timothy F. Thomas, AIA #3 -Fire Extinguishers: The fire extinguishers are located on sheets A100a, A100, A101 , Robert M. Aitken, AIA A103 and A104. Note that I noticed when writing this response that we do not show any A102 Douglas L. Banks, AIA , on sheet A104 which is the mechanical level. I will request wall mounted fire extinguishers to CIDQ ae i be installed. I will forward you a copy of that request. l CostanGno, N ch M Jeffrey B. Gardner, AIA, LEED"" #4 -Automatic Fire Extinguishing Systems: The fire extinguisher system has been Lanny Herron, AIA Kenner B. Kingston, AIA, LEEDT'" reviewed and approved by the State Fire Marshal. It is being installed by Shilo Automatic Scott A. Larkin, AIA Sprinklers, Inc. I have sent a request to the contractor to verify that a letter of intent has been Bob Petroff, AIA submitted as well as proper certifications to you. w. Jeffreyrnorpe #5 -Structural Review: "Information and documentation of off-site steel fabricator." I delivered this information to you with plans and specifications on 10 January 2006. See attached copy of transmittal. And to make sure that you have it I have included another copy. The other part of the structure comment is to provide manufacturers requirements for all equipment seismic connections as per IBC Section 1621. What equipment do you need information on? I am sure that this is covered in the equipment shop drawings. They can be reviewed at the construction site or I can get you a copy. Let me know. #6 -Building Code Fire Compliance Review "Laundry Chute": You have asked that the laundry chute must comply with sections 707.13.1 and 707.4 of the 2003 IBC. We have a different view point on this issue. Here is the logic that was used in the design of the clothing return assemblies from the Locker Areas on the Main Floor to the Lower Level. IBC Section 707 addresses Shaft Enclosures- Paragraph 707.1 indicates that the Section applies where "shafts are required to " protect openings and penetrations through floor/ceiling and roof/ceiling assemblies. Form Version: 6/O6 ©2005 Architectural Nexus, Inc. Printed: 31 July 2006 07:45:17 L:\2004\04119 LDS Rexburg Temple\02 Project Mgmt Folder\24 Munidpal Agency-Code Review1241 Page 1 of 2 ~ . Paragraph 707.2 lists exceptions to where shaft enclosure assemblies are required. Exception 7 lists conditions 7.1 through 7.6 for floor openings where a shaft enclosure is NOT required. We meet all of the conditions within Exception 7, i.e: 7.1) does not connect more than two floors; 7.2) not part of an egress system; 7.3) not concealed in building construction; 7.4) not open to a corridor in Group I or R Occupancy; 7.5) not open to a corridor in a non-sprinklered occupancy; and 7.6) is separated from openings serving other floors -all other openings are rated shafts or have fire damper protection. Paragraph 707.13 deals with "refuse and laundry chutes" which are required to have shaft enclosures. Since the Exception 7 in Paragraph 707.2 is met, the provisions in 707.13 do not apply. We have, however, included a heavy gage stainless steel "liner/enclosure" and have specified aself-closing door at the top end of the chute. It is located in a vertical position behind the architectural cabinet doors, but does provide an atmospheric separation between the two floors. It will remain closed at all times except when someone is depositing a bag of clothing items which require laundering. It is our opinion that the installation as designed meets the intent of the Code since we are creating an opening that only connects 2 floors. I hope that this will resolve any outstanding issues. If there is any thing else or if you need additional information let me know. Sincerely, .~~r/ ~~- Bob Petroff AIA Project Manager C: Vern Martindale Chad Richards Form Version: 4/06 ©2005 Architectural Nexus, Inc. Printed: 31 July 2006 07:45:17 L:\2004\04119 LDS Rexburg Temple\02 Project Mgmt Folder\24 Municipal Agency-Code Review\241 Page 2 of 2 .. . , ~~ ~ . . ' , i -$ . , . r .. :• ~i . ~ • .~ :t • . ~ I ~ •. s E Ii v ~' A A 6''~ ~ e~ el e~ 2ii ~ f a as a~1 «.... 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N ~ y ~ q N ~~ a r K ~ N ~ N ~ a a M N ~ N ~ O b m R p 9 W A .. b b -~ W a m O N m o W~ o~ N e r C~i~ o w w• e w o ~ m a e e e ~ - a g N + ~ 1 V M a ~o m -+ N .~ A W W W W W W M UI J VI ~i V d O O O O O O O ~ a d1 O ~ , p O O N O R r -+ A ~ W ~i V a N D 0 0 a •° 0 o o m ~ ~ m ~ ~ w ~ N O N N O !+ ~ W W F W iM N ~~' ~ ~ N K JI 1 O < p O 1 V J W O W W J ~ O Y N F' s ~~ ~r ., r a ~ o r m m N N 0 C ~ ~x 0 a N ~ ~ 8 a r O O ry =. o N ar bymi W 8 1 n 0 n m y ~~M+ W C ~y~r ,~ p ~ n '• O K J b N ` w a o0 0 ucL iY uo ii:uca `ROM :51.kd A65C J t UL WCLL111U r1[ULUI. 1 J .,vim uuc. vu... •- P 3YeA Wtflej ~uirJwMS; lee, sn [SO 1011 71M re~fsrsrennsnal 200!/17! FAX No. : •~gg-3~I4= @661 Jar,. as 2v04 12: 43PM P2 4iAS72 STUD WELDING ASSOCUITES 457361 W~~ d~ ~~ a,esli ul'iCATION DEE01tMLD BAII ANCH0113 SNIT NR11! / : D' 617 aTY: x/193 P11RT1: pA03701~4 stag: 3/9 x t2 FT. DA BAR M6TR1C: p0~: 5669 CV9TOwcR1 STUD WELDING PRODUCTS INC Product Analysis - ASTM A-109 lLatest revi.,.ionl CsRlI1}'I9D l01TSRJAI. T!9! M10R! - CMafIC11L 1R0!?sRlI!! r C: 0.170 Mn: 0.?$0 Si; 0.210 P: 0.009 S: 0.01! Cr: 0.000 Ni: 0.000 No: 0.000 Cslllli'i!p [p!s[liJr1. TsM !ItlOR! - N=CRIWICIIL *10pKRlIS9 AISi GpA06: C-1019 TENSILE: 99793 YIELD: 915/ ~6DUCT101i l~l: EL0116 t 1N 2 IN: c9Rrtrsa-a or co~a~o~a It is certified these products rote fabricated [ram e~atetlal con[o:mtng to original and currept revisions o[ one or elore o[ the tollovinq atsndarde: AS?N A496 All testing iS In compliance with ANS D 1.1, 01.5 (original document and all current re~iaions) Stud Welding Associates, inc., at a Material Nanufectur~r. hereby certifies the stud Meidin rodnct--hsz'ntshed~-fieraattk-wss-~r~alsctured Erom a singls heat (cods) os -`-- - _ _._.._..---....._. _...__. 9.P material. The certified cheeiical and eeehanieal properties recorded hereon constitute a CertilEied Material ?sat Repart (CMTR) as squired by ANS D 1.1. This materiel contains NO metallic mercury, mercury compounds nor is It cohtalainated with either substance. Manufactured in U.S.A. Melted !h U.S.A. Stud Neldin9 1laaociatea. inc. Being duly sworn according to law says the intora-ation given !n the toregoing certificate 1s true and correct to the beat of his knowledge and belief. scorn to and subs~c,~rJibedb~e/[~,oc~e~me this: 21st Day of July, 2003 AD ~ ,~GR~G~-r+~'o,HJ ~/p ~ Notery Public, hats of Ohio, U.S.A. ra.lw Mw s1r oas INkIMr L. HUiIAfS(p11,11Miry P(IpA~ Mw 00 ~ odK M19! oca Ne. olt~ 51110 ut OhiO My 1:arlnatsb9 E,yihw AA9y ~, 2006 ~a~tud We/d~ng Associates, [nG, v i v sr~ •• liLLil \ v tiOrJ V l.lA i L` t7 9 9 5 5 2 2 an !SO 9001-2000 registN+ed comfrany 41515 SCHADEN ROAD 0 ELYRIA, OH 44035 • ~ ~ (440) 324-3042 WELD STUD CERTIFICATION Zooan~s ULTRA ARC SHEAR CONNECTOR SWA HEAT #: MM-2515 SUPPLIER HEAT #: $29816 4TY: 2,880 PART#: SC0750518 SIZE: 3/4 X 5-3/16 SC METRIC: . CUSTOMER: WESTERN STUD WELDING PO#: 239 Product Analysis - ASTM A-29 (Latest revision) CERTIFIED MATERIAL TEST REPORT - CHEMICAL PROPERTIES C: 0.160 Mn x.530 Si:0.170 P: 0.015 S: 0.005 Cr:0.000 Ni:0.000 Mo:0.010 CERTIFIED M#TERTIT. TEST REPORT - 1+~CHANICAL PROPERTIES AISI GRADE: C-1015 TENSILF:70,600 psi YIELD: 56,800 psi REDUCTION ($): 63.600 ELONG $: 29.600 CERTIFIC7-TE Off CONFORMANCE It is certified these products were fabricated from material conforming to original and current revisions of one or more of the following standards: ASTM A-108 ASTM A370 BS 5950 BS 5400 AASHTO M160 All testing is in compliance with AWS D 1.1, D1.5 (original document and all current revisions) Stud Welding Associates, Inc., as a Material Manufacturer, hereby certifies the sr.•.,d welding product furnished herewith was manufactured from a single heat (code) or material. The certified chemical and mechanical properties recorded hereon constitute a Certified Material Test Re.~ort (CMTR) as required by AWS D 1.1. * This material contains NO metallic mercury, mercury compounds nor is it contaminated with either substance. Manufactured in U.S.A. Melted in U.S.A. ~~ Stud Welding As ciates, Inc. Being duly sworn according to law says the information given in the foregoing certificate is true and correct to the best of his knowledge and belief. Sworn to and subscribed before me this: 9th Day of August, 2005 AD G~afy ~^• ~ Notary Public, State of Ohio, U.S.A. Wmdy ~ Nsu~~ hNo~ry PubNc My Commission ExpUes May 28, 2008 Form No. PRF 038 DCN No. 0174 Rev. 00 Date: 8/8/02 Mill Test Report ALX ~ a ~ CQTITIAD-MILL 9001 AIB) AM A.B.B. 0 SC Requestor NOC.OR PLY1101T[H 18 AN I.8. - . BAR MILL-PLyNOVTH O PISTBBOAGN-DAB M0377B8 97`AtI. CO rnBTO-oa1 Pot: srsoxe SO1D TO: PITiBBDAOA-DB8 MO377BB BT'6EL CO E BN2P T 700 fABT 1100 NOATN BILL Or LAD1110: 71290 4; 17/OS P.O.I. 200 BPANIBN rOtR, Qt e4660 DA77: SPANIBB POtA, O1' 04660 C ~ p g SS Cu NS Cr ~ MO ~ Item Deseriptlos Nsatt Yleld T I P B soails AlnB P.B.I. t 0• NC/TB 17 .005 .071 .005 14 Orsde 15171• . . . 4S,f40 e7,90e 77.0 00 .14 .00 .011 .010 .2e .42 . . 1/7 X S 1/1 i1.AT BAR 40,105 60,044 74.0 9.750 ASTN A]6-OS ASNESA76 09 .007 .015 001 09 147704 44,650 67,190 38.0 00 .17 .el .011 .079 .10 .2e . . 1 17 PLAT BAl 44,477 67,600 )1.010.200 A97M 1176.05 p$N3BA14 Il .005 .019 .005 00 151]41 46,027 71,817 10.0 00 .16 .Ol 009 .02! .l9 .71 . . PLAT BAA 1 Y 7 {6,690 72,716 11.010.100 ASTN A76-OS ABIOISA76 10 .OOS .030 005 11 151906 S7,2I7 75,106 25.0 00 .16 .OZ .014 .026 .10 .70 . . 1 1/4 NA ROOND 57,159 74,f7S 26.0 4.172 ABT11 A.76-OS ABNASA]6 005 .077 .005 15 151909 51,017 75,497 25.0 00 .15 .t0 .016 .OSO .10 .70 . .14 . 1 1/1 HR ROO11D 51,401 75.]07 2t.0 6.008 ASTN Ale-OS Ag70ESA76 12 71 OOS .024 OOS 152161 55,174 77,701 23.0 00 .le .77 .021 .071 .2l .41 7/4 ~ A00lID 54,711 70,792 14.0 1.502 ASTN A]6-OS ASNASA76 005 .0)7 .005 12 1s317o 50,070 70,777 37.0 00 .14 .70 .012 .031 .77 .72 . .11 . 1 xA RoDND 50,502 11,130 14.0 3.670 ASTM A36-OS AS1491135 MI OIAEI, S. Vm1710N PLANT METALLURGIST QUALITY ASSURANCE MANAGER NA C9XtTITY TlIAT 11[.1, NANDlACI'OR3710 PAOCi8SB5, DICLDDIIiC MELTING OCCURA~ D1 77{ 8TA77I6. ALL OP '1101 MA'PQlIAL PRODOCED I8 MADE PROM 9CR11P STEEL AND IRON. ALL PA000® ARA ~'D l1uE' F1R5T t;? ASS ScRV-(~ Porteous Fastener Compan3~ BOLTS NTlTS 5CRE~VS WASHHZ~:RS coRroR~~ oF~tc>r 1i}3(1 Watson Center R:~1, Carson, C.~ yd;4_` (31d) 544.9'cfid Fnx (3 id) 335-t~1 l5 K~x~.porteousfastener.co~n ~1a~•ch 17, 2G0 Double D Bolt Fax: (301 j 765-0855 Deur° Garrett, You con~acieri our Salt Lake office and requested that 1 v-~rite to you concerning specificati~~ns under which ~~ve purchase ou* F-4361W:9SHERS . ]=firstly, our products are purchased to sp~:iti~:ions where applicable. Our Purchase Orders cleariy state that each pn~duct supplied to Porteous Fastener Company is :o meet the proper sperification as referenced in the Industrial FaStenP.r Institute t:Zattual for. that product when :;ueh specifications exist. F-436 STRUCTi.IR4L WASHERS-( ASTYI F436 ( HOT 'I,IP GALV TO AST''Vl A153) Seronrily, we require cxr:ifications from our suppliers of all produ~'ts Gracie 5 cr getter. A325 Srru;~itr,~il Bons. Grade 5 Hex Cap S:-re~~--s, Grade 8 Hex Cap Screws, .A.STM -4194 ~H H.°~-, Hr~ ~lut,+, F43G Ctr~crural 1Vashers, Gracie 8 Finished Her \uts, ~3>T11-1 ~vt9~ Grade B; Thr::~.d~.d Rod, 5riE I-fi Nuts and Grade C Hex Locknuts. These certificati.~ns a:e or. tale at Porteous wrpv:ata otficc and copies of carne are available to our custarr~eis, W~, trust that. you c:~n be confident, as we arse, that the prt~duct Eurnist:ed to ycu meets specif cations. Please ;ct me know if we can he of further service. 5utcerely, .gldo Chew In~ettrory Con~cl Cc: L;e -Salt Lake c I"1RJ1 <Lf1JJ JL a~• Se~temt?er 23, 2003 Attn: CARRETT DOUbI@ L' BOIL Fax Dear: G.~11tRE'f1-, Porteous Fastener Compan3T Boi.T~s Nu~rs scx~ws ~vas>~us I:ORPORATF. OFFICE. l0't0 Wa~~on Czmer Road, Csnc:a, G.'~ 90745 t 310) ~a9-y t 80 Fax ~3 ; U) 835••Od l5 w~vw.porteousfastener. cnn~ You contacted our Salt i.ake ofttce and reyuestec' that I write to ynu concerning spec:ific~~ticm. under which we purchase our Heavy Hex :fiats. C)n your PU # Firstly, c:'ur products are purchased to specificationns where applicat~le. Uur Purrha>e Orde;•s clearly state that each product supplied to Poneous Fastener Company is to meet the proper speci5cation as referenced in the industrial Fastener Institute manual for that product when such specifications exist. (A51v7(t / ANSI B 18.2.2 and AS'TNi A~fi3, Grade ~-) Secondly, we c~eyuire certifications from our suppliers of all produces Gracie ~ car bi;tt~r: A3~~ Structural Bolts, t:rrade S Hex Cap Screws, Grade 8 flex Cep Screws. ASTA~I Alai=~ 2H Hvy, Hex Nuts, 1'~436 Sttuctaral Washers, Grade 8 Finished Hex Nuts, AST~1 A ] 93 Grade B Threaded Rod, SAE 1•ii :Nuts and Grade C Hex Locknuts. 1'hesc certifications ara on file at Porteous corporate office and copies of same are avail;ihle to our customers. VVe trust that ytw can be confident, :ts ~;~e are, that the product famished t;, }•ou meets spe~:ificatiens. Please let me know if we can be ~~f f4~ther scxvice. Sincerely, 1Ierbett Rei;inos Inventory Control Cc: Dustin- Salt Lake ~~ ~~ :.. • 1 i ._ ^ :- E ~ ~ ~ ~ w ~ ~ ~ ~ ~ C C C ~ u w °a w ~ M w M M W ~ M • W e :r W o ~ o ~- ~ Y Y O M Y ~- r V Y ~aa ~ IJ V w v :~ P Y S~ W M M ~ • • ~ yy w S M O r :~ + g a s a~ w i i e e e e o o ~i o 0 o O e e + a M N O M ~ .. ~ ~ v V V M • V o e o w a m ~ • w v M Y w w w ~ a M S Y S O V Q M O O O ~ ° $ i v V d M O O O M M M r ; o ~ v ~ = o ~ Z ~ r o d N ~ - w M ^ e R 8 r Z C I~ 0 n • ~ y W ~e~ ~ ~ ~ .~ w ~ y w e 8 P ~ ~ ~ W u r ~ ~ ~ ~ ~ O M 1 '~ c~ ~ ~ ~~ ~~~tl ~BR ~~~ C~ ~~ ~~ g~ ~tl ~~ G w ~ w ~ii a C M w w w w ` u° I~i u a ~ w ~ ~ w ~ w f~ FI w ~ w w r ~ Y °r y w a W w .ri w uri :~ li ^ r a i v v o a =a Ir+o ae+i i a:~ Y Y M W V• ~~~ ~ Y O M w r O w w u w ~ r a ~'u :~ W W ~ M y r 1~i l~i R e o e o e e s e i ~ O J O N O O O O O w M 111 ~ ~i A w v e oO~++ O O M J V 4 J W W 401 /0i • W W r M i ~ N e w v w N v ~ r V ~ ~ ~ M O M O O O O ~ M M M Y01 W Y y0 W r W + M M N 1011 1011 o ~i e _~ v r ~ O " C s ~ ~ ~ i MM w e 8 Rg ~~ ~+ ~M w w e 8 r r r 1t M ~ x w q z c n 0 n a G e y i /1 ~~ v ~~ ~ l 1 a ~~~ ~e~ ~~~ ~~ ~~ n ~6 a~ ~~ ~~ ~p ~~ + + M M ~ N a + • N M \ ~ M o w o w q N w ~ M ~ w • o e o w O ~ N J v w M O J J V V M r r O o O V W V W V A ~ r '~ ~ + M w w ! w O O O O ^~ O O O O li O M p O R w w + V p O 4 M ~ w p O O ~ a • ~+ W W M N w ~ a 's 's a ~ ~ 8 o a M M o Y N r o 101 N O ~ p G r ~ ~ ~' y 4 O z ~0 d~ O ^ y N_ O O a~ N s r w w a 0 a ~n O ~ i Oi ^ M S°~ a~~ O O s w w e -a $ ~ ~ ~ w M ~ O W W W W W J ~ u e w z c n 0 n a~ y W W ~~ t t t ~ ~ ~w w w ~ ~ - e o ° °a °w °a u b M~ °a u e M e S ~ ~ ~ ~ ~~~~~ ' w w~ w ~.1 w ~-1 ` w~ w~ w ~' w M w ~r N N • + S W •~+ Y N s • N Ul W w r i ,` _ r e u a` w ~ w ~ uai e ~ ~a ~~~ ~~~ ~~~ c~ ~~ ~~ 5~ { ~n ~~ • • • - • • • • \ll~L ul a • r • • • • ti M ~• w w w w w- ~ ~ ~+ a ~• w v ~! r w e w~ ;- • r e a •~ • ,~ • i vp i y r ~ W w W r e v w w~ r °e i s i tNi~ ea d~ A .t .~ w w w w w w -a .1 v v v ~ d w w w ~ e e w .~ w w w W r M • r o 0 0• •• r . . . . .• . . . . . . . . . . . . ~+ + o w • w a e r• N• a w V- O N V V IA r • S Y~ N r N M w 0 N• 1~ N r• • Y r W • e r N N M M M Y W N N N W W W N M M W W I w a Yl /~ 0 0 O• r• M N M• M 1+ •• O O • O O O O O O O O O O O O O O O s • O • O W O N O w• w 0 `~ O w g~yy O M e Y O 0 0 q 0 O O q e !~ • e o e . e e o e ~' w ~ u~i w ~ w w ril A e v w p i M W V W M 'lp, p p O O O r Y M~ r N hhM~~ !W+ ~ Y M M O e ~ lel °a °u °w ~ eW °~ ~ e • a • o r • r M W NO q y O M M M W Y N r M A C ~ M - M M J ~ ~ • M F M M r w r ~ y p N ~ a O F~ N N M O d e • O O O e M M p q M N N N M y Y Y N ~ F~ N r C v • M • J N r N Y O O O O 0 p O O fell N M P eM N 1A M M r ~ ~ N ~ ' z ~ o ~~ e ~` ~ w o C g ~ W O O ~r~a H 1 O ~g w ii e 8 C n a n' _~ y Ad t ~1 • • • M W u M V r M ~ w e a ~~ ~~ ~E ~~~ w a~ i5 6~ 1 ~ia 9~ W W N ~ M r r w w ^ w w 41 O M w ~ w w W r ~ " : a~ 0 ~ p J M r w .~ .t d M s v e e ~ e ~ N ~ ~ Y ~ N N O F~ N i O O O O q O = O N M C u w N . i 0 M ~0 1 + ui ~t ° °° P w w w W w r I + w C i O M r IP - M O O d N e W a i Y ~ O O u M ~ ~~ ~ ~ Q a a O N r Y 0 ~ O ~N c e ~e ti w w e z c 8 g W O O M r w N o 8 ~ w :C~ v M O M Z C n IA ~y ?~[s i 5- i s 3 r Stud We/dtngAssociates, IaG, ~ T Ulll Wl~:Lll1NG ASSOCIATES 9 94 34 9 aR ISO 9601-?000 r+eglstesed company x ~ 41515 SCHADEN ROAD 0 ` - ~ ELYRIA, OH 44035 (440) 324-3042 LD STUD CERTIFICATION aooirr7s ~ ARC HEADED ANCHORS SWA HEAT ~: Z-2502 QTY: 8, 000 SUPPLIER HEAT (k: 828956 PARTM: HAOSOQ912 SIZE: 1/2 XI METRIC CUSTOMER: WESTERN STUD WELDING CERTIFIED 4-1/8 HA Po#: 228 T83T REPORT - CF>EMICAL PROPERTIES C: 0.150 Mn x.520 Si:0.150 ~P: 0.012 S: 0.012 Cr:0.000 Ni:0.000 Mo:0.010 CERTIFIED TEST REPORT - I~CBl1ZTIC7IL PROPERTIES AISI GRADE: C-1015 TENSILE:75,400 psi YIELD: 59,700 psi REDUCTION ($): 65.40 ELONG $: 23.000 TIFICI-TE OF CONP'OR~INCE It is certified these products wer fabricated from material conforming to original and current revisions of one or more o the following standards: ASTM A108 ASTM A370 BS 5950 BS 5400 All testing is in compliance wi h AWS D 1.1, D1.5 (original document and all current revisions) Stud Welding Associates, Inc., s a Material Manufacturer, hereby certifies the stud welding product furnished herew .th was manufactured from a single heat (code) or material. The certified chemic 1 and mechanical properties recorded hereon constitute a Certified Material Test Report (CMTR) as required by AWS D 1.1. * This material contains NO met llic mercury, mercury compounds nor is it contaminated with either substance. Manufactured-•-in U.S.A. Melted in U.S.A. Stud Welding As ciates, Inc. Being duly sworn according to law says the information given in the foregoing certificate is true and correct ~o the best of his knowledge and belief. Sworn to and subscribed before me this: 11th Day of July, 2005 AD ~~rw•`tr'Ji~ Notary Public, State of Ohio, U.S.A. Windy L NuddNleon NObry PubNC S~teMO~b My Comm~sbn ExpNeE Mey 28, 2008 I Forth No. PRF 038 Rev. 00 Date: 8/tl/02 DCN No. 0174 Stud WeldingAssoclates, InG, an ISO Q001-x1000 reglstntd con-Pany . c" Zooar~~s 11U UL WL~"LLllrlr AJ~VI:lAl1~.~ 41515 SCHADEN ROAD ELYRIA, OH 44035 (440) 324-3042 ,LD STUD CERTIFICATION A ARC SHEAR CONNECTOR SWA HEAT ~: MM-2515 , QTY: 2, B80 PARTf: SC07~0518 SIZE: 3/4 X 5-3/16 SC METRIC: ' TEST REPORT - MECHANICAL PROPERTIES TENSILE:70,600 psi YIELD: 56,800 psi CUSTOMER: WESTERN STUD WELDINGI PO#: 239 Product Anal xis - ASTM A-29 (Latest revision) C: 0.160 Mn:0.530 CERTIffIED M~-T~RT1T• TEST REPORT - CHErIICAL PROPERTIES Si:0.170 I P: 0.015 S: 0.005 Cr:0.000 CERTIffIED AISI GRADE: C-1015 REDUCTION (6): 63. It is certified these products we current revisions of one or more ASTM A-108 ASTM A37 All testing is in compliance w revisions) SUPPLIER HEAT M: 829816 ELONG $: 24.600 ~RTIffIGTE Off CONffORMANCE a fabricated from material conforming to original and E the following standards: BS 5950 BS 5400 AASHTO M160 th AWS D 1.1, D1.5 (original document and all current Stud Welding Associates, Inc., as a Material Manufacturer, hereby certifies the stud welding product furnished here ith was manufactured from a single heat (code) or material. The certified chemi l and mechanical properties recorded hereon constitute a Certified Material Test Re.~ort (CMTR) as required by AWS D i.l. * This material contains NO met llic mercury, mercury compounds nor is it contaminated with either substa ce. Manufactured in U.S.A. ~~ Melted in U.S.A. ~ Stud Welding As ciates, Inc. Being duly sworn according to 1 w says the information given in the foregoing certificate is true and correct to the best of his knowledge and belief. Sworn to and subscribed before me t is: 4th Day of August, 2005 AD p• ~ Notary Public, State of Ohio, U.S.A. VNmdy L. N~NOhry Pubac My Cann~sbn Fxpirea May 28, 2006 Form No. PRF 038 OCN No. 0174 Rev. 00 495522 0 Ni:0.000 Mo:0.010 Date: B/8/02 5"1'U W.L1'LlillVli A-~'.l'V(:1A'1'L~'~ 995522 Stud Welding.lssoclates, Ins, . an ISO X001-ra000 neglstttrd company ~ 41515 SCHADEN ROAD 0 .. ELYRIA, OIi 44035 ~ (440) 324-3042 LD STUD CERTIFICATION 2oo2ms UL ARC SHEAR CONNECTOR SWA HEAT #: MM-2515 i SUPPLIER HEAT #: 829816 QTY: 2,880 PART#: SC07~0518 I SIZE: 3/4 X 5-3/16 SC METRIC: CUSTOMER: WESTERN STUD WELDING PO#: 239 Product Anal sis - ASTM A-29 (Latest revision) CERTIB'IED >~- TEST REPORT - CL~ICAL PROPERTIES C: 0.160 Mn x.530 Si:0.170 P: 0.015 S: 0.005 Cr:0.000 Ni:0.000 Mo:0.010 t3RTI>!'ISD AISI GRADE: C-1015 REDUCTION ($): 63. It is certified these products we current revisions of one or more ASTM A-108 ASTM A37 All testing is in compliance w revisions) TEBT RsPORT - 1~C811NICAL PROPERTIES TENSILE,:70,600 psi YIELD: 56,800 psi ELONG $: 24.600 ~RTIP'ICl1TE OF CONSORMANCE ~ fabricated from material conforming to original and E the following standards: BS 5950 BS 5900 AASHTO M160 th AWS D 1.1, D1.5 (original document and all current' Stud Welding Associates, Inc., as a Material Manufacturer, hereby certifies the stud welding product furnished here ith was manufactured from a single heat (code) or material. The certified chemi 1 and mechanical properties recorded hereon constitute a Certified Material Test Re.~ort (CMTR) as required by AWS D 1.1. * This material contains NO met llic mercury, mercury compounds nor is it contaminated with either substa ce. i Manufactured in U.S.A. I -Melted in U.S.A. ~ Stud Welding As ciates, Inc. Being duly sworn according to 1 w says the information given in the foregoing certificate is true and correct to the best of his knowledge and belief. Sworn to and subscribed before me t is: 9th Day of August, 2005 AD ~~a~~~ VWndy L H~NOhry PubIC My Cartrmssbn Ekes May 28,2008 Form No. PRF 038 DCN No. 0174 Notary Public, State of Ohio, U.S.A. Rev. 00 Date: 8/8102 0 Ru 2S 2f10S 10:47RM HP LA8ERJET FAli -~ _ AMICO-I~ A +t.lale..t~lra~a ~ibw..ar. coeperuoa 1' O How iTH~ 2121rw~1,1331 Wisf. Oraao, i1T iN1l~172~ Pln~s M1~Ki6 1'~e 1 et2 QUOTATION To: H ~ L ST~L t I.an3r wi on p~e.esi a qa, tl~• ~-~ w 7 __ p. i Dr~st Ate ~ ZOOS QiNr lr~.t 0661 s.w.aa w.~t i~ sa. AMI~'~O-HI.BMP STEBL PRBSS-LOC~gp CiRA17NC~ KPH 1~' (~" z 3/16" bed bars 1-3/16" oe oaober with cress byes APPa+~~~ 700 9F ~. >~ 3. 4. S. 6. si~a F11VI~• (3alvaoised Finish ~~z.~- ~ ~ ~~~ ~q 13 ~. ~.a.. derail aa~d r+eoNon ~+ewlAp, ~~ ~ moo: ~ d..~~. ~sim ~~. tea., ~ b ci~.s» saes n~d.flao. ~ Ba1es aed Vr Tloma st tiro c~anda~r. ~°~°'A °~Ow ~r ~visior wW bs bi1Md at a ran ot•s60.OQILo~sr. Prloe aLowa ie F.O OMron~ UT with i~pt pfd do i ID bred as idll traaldoed ~ paedal bade witl 6v ~ b A:a abeMe asd cbarpd aaco~y. -ooathtued an watt pap. •caio.R t' ~ •~ sc ~ u •~~~ ~ •a.~ /w~~w ~v, ~ r • W ~Fo~IM CA ~ •tO~ ~ ~ •~~a~.'.U'!~ : ~ ~M~MI. ~Q • V~~r~ aC 11~1~+'~eir•~ ~7: ~c I.JhT'CK 5!F+ ;:. til_21 u NUI i 1FJIJ L'%o~t~;.~ rvJ.•;_~ i~~~e , Q~~, N,gojt ea TESTING LABQRATORY CETRitied ~astenet Test f2apolt 3e+? N. 31=h Ave Pnoenix. a2 A5+717 80~: 52!!~1455 CATL >•RINTED: ill' 1!05 MANUFACTURING lOT NO: 61II~~T-A SNI-PING (DENT NO: CU3TOMRR: DCU3LE D BOLT INVOICE NC:003B7641! PUECMA=E ORDER NO: 16877 fRYANTRIY SNrr~W: PRODUCT DEECRI-TION (-IA1N CONOFIION uNtEfi NOTED OFNlRWIb!) f 154. 105 Df~ L+OT 4UAfNTITY: I tM - 7x79 ^ (~2 PG51 DATE TpllO/MANYFACTIIRED: 11111/CS SPECETCATiON • GRADE: ASTtic F15o1-DG GR 105 CSlN SHOP 11CKl1 NO: 9956 AtLltER1Al GRADE: X110 MEAT i11EAT CO: SOJTHWFST METAL TRGJ-gNG RAMP MATERU1l SUPP:.IER. SMITH f IPE !~ STEEt MEA' TREATMiNI. Aut+snirittd al 1556 DES , dl quenched ano rsmpertsd al 11000EG. 01 oDova. I GMIaA1CAl ANAtYS19 }RCVIDEO I~::MI • TE)I•tiS p(AtN t MN - ! fi CR INO Ni OTNEi 211317 •~ f13 .ON 021 .~} .B7 .'8B _ .OT MECNAIi OIERTI • PV-L OR MAC i/EGNREN (TNI IAM}11Nt3 -ROGRAIM CONPOMAI 10 iN! RRq~IRRlAENTS SPECINCATIp11 NOttD AROVp i 512f NAIDNElE PROq LOAD TENStIi ITRINGTII YiEtD STRENt31M 291 ~fll1 0 E1040 ' RED• IN . ID . IN 7 ~~ IN. LORI SURIACf I/S. }II NS. Pfl 9i R I I.S00 17.9110 112.000 24.71)0 126.000 '7 : 57 r r-- MINIMUMRIOYIREO I 129.000 •DJ.~CI? I IS ~~ MAXIMUM REQU/1!D i 1 SC.OD2 I TECHNICIAN -ERF01111N6 JARCNANICAE ifZ1:N0 TC EPICMCATION REQIIIRMAIN}S NOIID aROVl: Jflenapen PreCuet eonlonns m dose rrol eoMom+ ^ to tpeelleotbn requlremsnn roled above. • copy of the sled rhM lesl nPaM proY.'~ir><, CI'emIC01 OnMylll thot hOS bNn pet101yhed Dy Ihem u mofnfo4+ed ~n h+e •raccros el CcpOr Slots la'+ t WI-l Co. Il slwU be provided :+pon npuesl. we eer•Iy d+s ptoducl nptasented by the kst solo ObO~e hoc been manufrscsuoeo to dnlensbnpRy comply wIK .he most current ~evNltin c' ANSI 811.1.1 ta'd nos Deen lesleo W conro^r+!o -he rstS;iu}rt+h Of rhs spec:lko9or~c1 sf>,wt+obovr- Test me»+ods -a m^cncNca properras qra al spec~l<ed .n uv mal cu+-en1 redllor!s of SAE J61} and PSTM f606. TM praporarons of leu sp6cNnens trd psROrmaxe of naorrn +es+l ate !unher OeDned M SAE 1617 Ono ASTM E~ t! m opWapriple• *encbn tef+lnp rnslhptli Ote }W.T'M !pedMed k+ ASTM E6 :nd E8M os opQrad'o'e AppfiGabw da+O q cpnrolnW fn fM teCOrds 01 CopON Sots eat a Nyl Co. Tell IewR! nwle ohM ro'I~rnl felled. O_x IOSOrOtOfy hOf beM OCCeedted by +he ArheACOn AApCiaNOn !Or LObarOtory ACCreIMNllIOn f A21AI h {hs fIeIC ~ r'MCharit0l IM11.1S prd ~O+ DeM+ OfsQned CerIAIGOIe r+ymDe/ /D}-0' pmlM`p March S1.200d 1hIS OOCUrnel+t may be reproducetl but ur:y ~^ 1!S enH'ery Note. CAB orrter:pNon d Capper ital. WR / Nul Co.'i PrrllUlf kimkhR r ~ ,~ Poge:l MOnCgon On ' : r' 1103 C9;2~ aXt AN QUailll/ AL1YOnN MOneper/DOIe Ereeltonk s~pnaturc opypvedper F071fnfr QuOlity Atl ' -_ ..+ .-mac .ui i •.n .~ ~ r ~ u u~L + d i Yv ~ ~ 1 Q71 ~ O._YlOL~7 1'•7J . 7.G ir[iJ - ~ ~ ~ Std Bolt ~ N~ ea. TESYII~G LA84RATOFtY " °~PM /~,~ ~nAl,~ j~~! Certified Fasleener Test R?pcrt ~ 3627 N. 3.+h Av.. Pnownax AI 85317 1~0_ R~~' DATE iRIMTlD= 1':I~/OS t!AANUfACiURING lOT NC: d42alT•6 ENI/PING IplNT NO: Cu310MER: DOUBIE D BOIr INVOICE h0:003875t6 iUfiCkAiE OtDl~ NO: t681f Q~AJi111Y SNII•~ED: iEOpuC1 OEiCRtIT10N (i1A1N CONDInoN uNEESi NO1lD OMlI1wISE) F'S54.550ES. lOT QUANitiY: ? i N • 7 st SS ~ ~ 32 °CS ; OA'E 1ES1E0/MANUMCTURW: 1 ; /l 1/0S SIECiIiCAiION l Ci[AD¢; ASTM F' 554.99 GR-SS CS~N SNO-11CREt NO: 9x956 IYlA1¢NIAI OUDR: A324 KEAtTREAt CO: RAW MATERtAlBU~~URR: SMITH a1aE i STEE: ISEAt TRiA141ENf: Auslenitlsed ut DEG.. oa 4uenc->•d and Tempered of DEG, or above. _ i cltEAllcA: ANALVEN -ROtnDEO ~r: s,~r - TocAs ~49'iR l I .18 .18 .013 .J~O .20 . i 2 .0~8 .1 •• I w NANN;At -R Mi • iYlt i1 Ol NUICMIN! fIEdMEN T (1ME SAM/IINC -ROORANI CONfORIM><TO THE RlpUIRWEN1i 3~ECIiN;At10N NOTED ALCtYq _ YIELDSTEEN6~ ~tIO. SIiE NARONE>Zi ~ p NMSAE ETRENGTN 0.1,b oiKR Ef.ONG rN IN_ 7'____~-Kt~ C ~ tBE P61 1 8i. /SI ?C !G IN. CORE E A iYE . . t ~ ~ 1 ~ ! Id.700 85.000 12.30C I e2,SOC ~~ ~ S3 III, I I M1itlNUM RE4YIElD 7S.OOC f 65 ~~ MAIOIAUM REQU EEO _+~_ 95.000 `~" RCMNICIAN iERiOlNIINIi M-ECNANIG- rtf11N010 S9lC!NCATWN RELIY18EM1a1/f NOTEDABOVL' ~RbnOpan ~rod~a eonlom. (~ aoss not eor+ter*s Q b sp.eMcuton naviAmeMs noNd apaw. A copy a~ th. (reel mi -.st KpOA povidMO Ctre'rab01 onay~>i Inot hot bt1M. peAOrRMld by r.+.n n mplnte.r.d !•~ !re •ecos0: bt Copws Slol+ eon i Nyt CO. d st+d100 provid+a vpOn r.a.»si we cen~r tv aroos.c+ r+p~a.rAed by !n. t+st Oo:o above ros Deer. •ronv~oGtursO b tllm+mlenblly com.pry w•Yt• ! n. mpg ~ .:,xr+n~ '+ve on of AH;Sr llb.2' and nm been 1631.tf s0 Go-4orm tp r!+. r+q~::rem.nn of 1h! SpecrfiCOlbn{sj fnOWP obors. I+sr !re~hocls fsx msGnorIC01 prop.rf+s as os sp+e:!1so in "+e meal cunens n~•ISixs of SSE J429 a'se! AJTM fe06. Tn• prepororlon of i+st >A+anwns onb p.rlon+~crc+ of tsoryrvss lens o:+ hr'1f•a p.rr.d in SSE tat 7 and AS'M c18 Os aparoCnatA. r+rsdon !esr+p mtltnodt ore -u:n.~ sD+un~ ~n i.StM Eb bnd E6M ca bpprop•~e ADp! C00~. x010 ri CoMe1`.d In 1h. r.Ltros OI Coop.r Stase BoE d nur vo. Te1t rp,A:i r.bf.Only 10 Igms tesl.a Oar Iebarpsory tsos been occr+ektExl by tt+p AM.rs^con AssocbEon for lotr:xb101r Aeaedlotbn (A2tA' 4s the >is o er r++ear_nKOr N>'s!r'9 ona no: y..n OSLQA.C CMlititoro nUP1DY~ 809.0 • exow+o MOr^1s 31 ~. 'h+ dOCURMnI nsoy b+ ~eproduC.tl bur CnN M: In ens r.lv. Nptlt. CSE! OssxdpPOn d Cop3.s 51oh l+tl t Nut GO'r: CCR PraQu[f M.Mtlslt) owe t TNbr,bOan on 11/11 /K 09:22.27 M~ Qv.18y Aavs..yR MAn.Rss/CfM fr+CNOMt t!8/lai;/1 OQp10Wa p+' jOSI+nBr OvOlly AC! ili14i21~pg 09:3 COPPER STF''E BOAT & NJT ~ 18L1755fl855 N3.9?8 DQa ~' ~, eopp~ tStt~ta ,Bo~1 ~ N.~t Geo. TESTING I..ABORATORY 8aff. ?16t-- ~il~trwelpntdrllJ CerllT'ied FasttlnEtr Test Report 3637 N. 3tIR Ave. PhoenOc A215017 1800; S16~t:35 GATE PlINTED: I !!! 4/OS M~ANU1ACiuRINO l0T NO: 410sisT SNI--ING IDRNT NO CUbTQMil: DOWIE 0101? INVOICt: N0:00387b16 -tIRCNAiR OROiR NO: 16877 QUANTITY bNl/-EO: -RODUCT DEtCR11?ION (PIAIN CONORION UNtRIb NOTED OTNERMAiq Double End Stun lC1t QUAN11Tf: 1 t /Z•6 x SS = (20 Pd 1 DATETES`ED/MANIIIACTUIElD: '. IlpI/OS b-~111CATION i GRADE: AS1tit f;39a.9o „R 105 CSRN Sh0/11CKlR NO: 4961 MA1ERUl GRADE: 41 ~G NlAT TlEAi CO: TC Ir+d~.;strlp! RAW MATlRIAt bD//IIRR. tcrener Steles Corlpony NEAITREATINIENf: Austonlfae~tl of I S30 DEG., ol. ouafneneCl and tsmpereo et 1100pEG. o- aQOVe. t:NEw-1t.At ANAtr1a ~EOV!DID tr: A!scr s-•e1 Tetr yob t N0. C MN { ! tA0 NI tO1C22 .~Z 80 .DiO .711 .Z7 .9+9 .!E2 .07t MECNANE:AI /Yll I OR MAC-NN[ - M!N (T+r fAA4/tNKi /IIOGRAM COMtORIM ME RtgUMWIMt t-fCI11CAT10N NOlEO AkOVE) ~ IA fKE MAEDNEIt fR00/ lOAO 1/NIIIlI11lENGiN r1EtD RTk[Nti!N 0.!%OfibEl ~ ttONt:. IN 2' R EE9. IN ARtA 1M C01! 8YlFACi 111 Nt 115 -!1 . . . 7G 7t ! .500 ( 26.190 133,000 • ~ 22.100 1' d.000 I ~ dd . 11UNIMUM kEQYIAED 123.000 105.000 15 s5 NAWMU1iA tEQU1110 1.50.00,+ TECHNICIAN -ERtORMN16 MECNANCAt TEitiNO TO l1EC1fICAlION RIOR11W11NI11 NOTbO AIOVk Itlono0on -roaucf conrormt m does rtof conform Q to spsclicoton re4uYertsenls rojed ebow. ~ copy of the uses !ni rest report provldhp chemicot anolysk tnnt hat oErr oeAamed trv them k ma~n+anen!n me reco+ds a Copper 51vtt Eon a ws Co. n sho" be provlWd upon rsq~ASf W~ Cer!MY the ~-OCI~tI represented C1y she lets a0+0 ObO~e r'01 been r-'+anU+atiVretl b dlmen>rOnoty Campry wi~rllhe t»Of~ d,rt~m r~y.t on of A V51 118.2 : and 1ws been tette0 +o eorform ro the req:Arelnen+s d fne spsd8co!!onts- wows aoove. 'est nvmods for mecnon~col poprties o~~ as +peciRso n me mOft Current rovslons of SAE ~d]! Orb ASTM X606. rho oreporpNons Of ~N) spedmens Onp pMoa++eres ut rareness 'es>s c e h,'the: wfYed ~+ SAE Jt 17 ono A51M E1S as oppOprole. Ters>On fetNnp methoD; a'e tu~her speClfisO h! AS1M ~ Ona EEAA O: apprOpi:+i. Aop'•eoo+e dda a :en!ehed in ~e reror>yt W CoCOer Stole /oR • but Co Teri rw~NS rolote only +o itM's ros!eo. Qur aDaolory nos Deer oecred!led by Me Amertean Atlet~e/On ror laRa-elory Fecrednoilon (A21.A' to ftW Sera of mscnon~oi 0:1•ng anp gas teen ens~pneo certiFtoN ~xRrlber 10--0+ stap{mp MnfCh 31.2001• chit tlocwnent moy bs roorodueee e,;s c~W in Rs en!'roN• NOlee CSB aEttipMon of Coppw 51ah bE i Nut CE.'6 -~eduet MaWnp L ;, ~~.{~ 'age: t jflonopan on ' 1/[f2/~ Or:3S:a AM QuaEltr Aswronu MonaprrDOte Etcebo.NC spnow~ oppr>rved per /afknlrpuolirv Ac- F1RS ~ Ci,ASS ScRVi(~ Double D Bolt Fax: (SO1 j ?f,S-U855 ~r~° Garrett. Porteous Fastel~er ~oinpany BOLTS PUTS SCREWS ~~:~SHERS coRroR-~ oF~rc.e 1+?30 Watson Center R:>aJ, Ca:se,•, C:~1 y0;4r (31o)54y91fi0 Fax t3i013?3-t'ri:5 w~~~.porteoustastener.com ~lalt;h 17, 2GUS 1'ou contacted our Salt Lake office az:d requested that) v--rite to 3•o~u concerning spec;iiiica:inns ~ind~r which ~~-~e purchase ou.~ F-0361~:9SHERS . Firstly, our products are purchased to ~pacifi;;a;ions where applicable. Cn~r Pu[z:hase Orders clearly state that each product supplied to Porteous FastenerComp~u~y is :o nxet the proper spe;:ificatic~n as referenced in ttze Lndustria! Fastener Institute z:[arzual for that pmduc.t wren :;ti~.h spec.ificat.ions exist. 1~-436 STRtJCTT1RAL WASHERS-( ASTYI F~36 ) ( HnT I:IP GAIN T4 4STYl A153) Secondly, we require verifications f*om our suppliers of all products Grate i or better:.A325 Stn~:tural Bolts, Gz~a<ie 5 Hex Cap S~re«~s, Grade 8 Hex Cap Screw.:, ASTI\9.4i94 ?H Hv,, He.: Mats, F~-3G Stracrur~tl V1%ashers, Grade 8 Finished Hex '~yits, :~..iTM A193 Grra.c:e .B; Ttu;:~ic~d Rod, S~,E Iii (Nuts and Grade C Hex Locknuts. Thetie ,:errifications .tee t)]; the ~t 1'o,tcc~us wrge,+rat~~ ol~ficr. and copies of saz7>e~ are availeUle to our custa.ir~E:;~;. W~: tni5t th;~:. you can be confident, a~~ we fur:, that tLe product nz:ni~t:ed to you n•:eet, ~~pecif catuats. Please'.ea me know it' we ran be of fwrther service. Sincerely, Aldo Clew lnvetttory Conacl Cc: laz -Snit Lalce . ~, 1 PAC rI~2S?' CLASS SERVICE Seatemter 23, 2003 Aitn: GARAETT Do.;ble t: ~ Bait Fax: Dear: G.gRRF'IZ'. Porteous Fastener Cvinpan3~ B()I,TS NUTS SCR, ~'~1%,S tVASHEkS _ CORI'QRATF QFFtCt: 10~l0 Watson Center Road, C~scn, C.'~ 90?~S ~31Q)::-ty-yl80 F;~;3:U)8?~-U~IS w~vw.porteousfastener. com ~'ou cantacted our Salt i.ake office and reyuesieC that I wnte to ytnt concerning specific«tiuna under which we purchase our Heavy Ilex ": ats. Girt your PO # F?rstly, our products are purchased to specifications where applicahie. UurPnrchase Orders cled"1y state that each product supplied to Porteous Fastener Company is to meet the proper speciFication as referen:ed in the Inelustrial Fastener Institute mama! for that product when such specifications exist. (A:iI4iC / ANSI B 1 R.2.~ and AS'TM A~53, Gracie ~-) Secondly, we tr~Iuire certifica?ions from out suppliers of a1] product., Gracie ti ~~r hater: ~ 2 SrrncturaJ 13c±lts, t:rrade 5 Hex i:~,p Screws, Grade 8 Hex C[:p Sir..°tvs. f1ST11~[ ~1~~•~= ~H Hvy, Hex tiuts, 1;436 St[urtarai Washers, Grade 8 FinisY.rd 1-iex Nuts, AST.'[ !~1!t G*ade H; Ttreaded Rod, S:~E I•ti :Nuts and Gradc C~: Hex Locknuts. These cei~itications are ~~n file a[ Port~uus corporate office and copies of same are availahle to our customers. R'e trust that you can l:-e amfident, :as nee fu+e, that the product furnished to you meets specifications. P1easP let me know if we can t+e ~~f fcther service. Sincerely, 1•lerhert Rei:inos Inventory Control Cc: Dustin- Salt Lake