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SUBCONTRACTOR-SUPPLIER SUBMITTAL FORM - 06-00024 - Rexburg LDS Temple - New Building
Rexburg Idaho Temple Subcontractor/Supplier Submittal Form .�JAC0BSE{V ARCHITECTtJRAt_ .. a Construction n e x u s 792 South 2nd East 135 North Main St. Date: 12/6/2005 Rexburg, ID 83440 Logan, UT 84127 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 : JACQBSEN CONSTRUC TION Co., INC. By. Date: Log # Z ou . CD) CORRECT IONS OR COMMENTS MADE ON -S DURING REVIEW DO NOT RELIEVE CONT HOP DRAWINGS FROM COMPLIANCE WITH REQUIREMENTS C OR/SUPPLIER AND/OR SPECIFICATIONS. SUBCONTRACTO F DRAUER IS R/ RESPONSIBLE FOR CONFIRMING�p SUPPLI5 QUANTITIES AND DIMENSIONS, CQRRELATION ALL CONI~ORMS0 TO DESIGN CONCEPT C0 *0RMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN NON CGINFOI�mi-IING REVISE & RESUBMIT ; ':IS S;'f)? C+Z�,W:61aG f- A y BEEN REVIEWED FOR GE, NERAL CON FORfAnh',,. ._? � 9ES!GIN 0 C'EPT ONLj AND DOES NOT RELIEVE Tit;' �; ur:s{ I jr1#4rDr �:E K-SPONSIHILi1Y FOR CONFORMAL- E WIT: LAVN A14P$ AL OF JCH HAVE PR!OFiYA1; i i pia SHOP Di M`uHNG. An Date iNKI Welcome to Sure Steel Inc. Page 1 of 2 WCavabiHfies Steel Erection Specialists COMMERCIAL - INDUSTRIAL - MINING - MILITARY Furnish & Install Suppliers of: • Structural Steel • Steel Joist & Decking . Pre -Engineered Metal Buildings • Metal Roofing & Siding Design Build Services - Our team of in-house Design Professionals will create both an efficient and a cost effective building design utilizing materials and components from a variety of sources to meet the demands of your schedule and your budget. Experienced - Sure Steel has assembled craftsmen skilled in all aspects of steel erection. Our average Ironworker has been with us for more than 5 years. Since our beginning we have worked in severe climates and remote locations, doing a wide variety of projects. These challenges have prepared our crews for the projects. most demanding Productivity - Because of the low turn over of personnel, Sure Steel has attained an exceptional level of productivity from our crews. Frequently completing the steel erection ahead of the schedule. With more than 75 Ironworkers, Sure Steel has the manpower to take on the largest of projects. On a recent project more than 70,000 square feet of standing seam metal roofing was installed in just one day. http://www.suresteel.com/capabilities/ 12/15/2005 Welcome to Sure Steel Inc. Page 2 of 2 Competitive Pricing - Competing in the hard bid arena throughout the country keeps us aware of the costs. Sure Steel's low overhead and high rates of productivity are just two of the factors in assuring that a professional job is completed at a very competitive price. Copyright 2003 Sure Steel Inc. Capabilities ( Design Build ( Project Profiles i Bonding I Safety i Licenses ( Contact Us http://www.suresteel.com/capabilities/ 12/15/2005 Welcome to Sure Steel Inc. Page 1 of 1 _.mL-L1'f' SURE STEEL CURRENTLY ENJOYS MORE THAN $15,000,000.00 TOTAL BONDING CAPACITY WITH A LIMIT OF MORE THAN $7,000,000.00 PER PROJECT Sure Steel, Inc. has earned the respect of both its customers and its suppliers and vendors by delivering what they promise, when they promise it. Integrity and dependability are values that are held in high esteem. Over the years Sure Steel has demonstrated financial strength and a record of success based on professional performance. Marsh Letter - Outline of Sure Steel surety bond program (.pdf) 2003 Sure Steel Inc. Capabilities I Design Build I Project Profiles Licenses I Contact Us http://www.suresteel.com/bonding/ 12/15/2005 Welcome to Sure Steel Page 1 of I STRUCTURAL Corrosion C,.Qntrgl Hangar Hill Air Force Base - Ogden, Utah Capital Buliding Expansion Salt Lake City, Utah SkvWest Hangar Salt Lake City, Utah Cerro Copper Cedar City, Utah Drescher Foods Las Vegas, Nevada Ice Arena Salt Lake City, Utah The Crossing Business Center Las Vegas, Nevada Univeristy of Utah Research Park Salt Lake City, Utah City of Henderson Police Station Henderson, Nevada DESIGN BUILD SIDING olect Profiles Project Name: Capitol Building Expansion Job Site: Salt Lake City, Utah Client. Jacobsen Construction Company c Description Two 4 story Office Buildings each 101,400 square feet, with approximately 600 tons of steel per building. Steel erection was completed within a 10 week schedule. hftp://www.suresteel.com/profiles/ 12/15/2005 Welcome to Sure Steel Page 1 of 1 STRUCTURAL Corrosion ContCol Hangar Hill Air Force Base - Ogden, Utah Capital Building E"ansio_n Salt Lake City, Utah SkyWest Hangar Salt Lake City, Utah Cerro Copper Cedar City, Utah Drescher Foods Las Vegas, Nevada Ice Arena Salt Lake City, Utah The Crossing Business Center Las Vegas, Nevada Univeristy of Utah Research Park Salt Lake City, Utah City of Henderson Police Station Henderson, Nevada DE_$IGN BUILD Project Name: Job Site: Client: w SIDING PRE-ENGINEERED hftp://www.suresteel.com/profiles/ n University of Utah Research Park Salt Lake City, Utah Interwest Construction 12/15/2005 �I AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. AISC Fabricator Certification Program 8&L Steel Co., Inc. Lindon, UT Has met the requirements for certification in the following programs Standard for Steel Building Structures President, American Institute of Steel Construction, Inc. April 2006 Certification valid through the last day of this month M B & L Steel Company Welding Prouedure Specification Index 350 North Geneva Road "" Undon, Utah 84042 Phone (801) 785-7749 ••* Fax (801) 785-0841 Reference Letter PJ - 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 & 4F All position, multi —pass fillet weld. SUR-01 2 SMAW 1 F, 2F, 3F & 4F Undercut Repair. SUR-02 2 SMAW 1F, 2F, 3F & 4F E6010 Undercut & Structural Tube Seam Repair. SRP-01 2 SMAW 1G. 2G, 3G & 4G Sub -surface Repair Procedure. FTG-01 2 FCAW 1G, 3G & 4G Tubular Butt Splice with Backing. FFD-01 2 FCAW 1 F, 2F, 3F & 4F All position, single -pass fillet weld. FFD-02 2 FCAW 1 F, 2F, 3F & 4F All position multi -pass fillet weld. FUR-01 2 FCAW 1 F, 2F, 3F & 4F Undercut Repair. FBF-01 2 FCAW 1G, 2G, 3G & 4G Partial penetration flare -bevel groove weld. DVG-01 2 FCAW 1G. 2G, 3G & 4G Double 'V' groove weld / Full penetration. DBG-01 2 FCAW 1G, 2G, 3G & 4G Double bevel groove weld / Full penetration. TKY-01 2 FCAW 1 F, 2F, 3F & 4F Tubular T, K & Y stepped connection / fillets. TKY-02 2 FCAW 1G, 2G, 3G & 4G Tubular T, K & Y stepped & matched connection / P.P. SWF-01 2 FCAW 1G Slot weld with backing. PPG-01 2 FCAW 1G & 2G Single bevel, partial penetration groove weld. PPG-02 2 FCAW 1G, 2G, 3G & 4G Double J-Groove, Partial Penetration, ('T', Butt & Corner Joints). PPG-03 2 FCAW 1G, 2G, 3G & 4G Double Bevel Groove, Partial Penetration, ('T', Butt & Comer Joints). SBG-01 2 FCAW 1G, 2G, 3G & 4G Square Butt Groove, Full Penetration. SBG-02 2 FCAW 1 G, 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 . PIP-01 ` WPS WITHDRAWN ' NOT REQUIRED ON THIS'PROJECT' TCM-01 2 FCAW 1 G, 2G, 3G & 4G Square Buff, Full Penetration Tee & Corner Joint Page 1 of 1 & 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 I & II Materials Welding Process: ■ SMAW 0 FCAW ❑ GMAW O SAW Process Type: ■ Manual ❑ Semi -automatic O Automatic Position: ■ Flat ■ Horizontal ■ Vertical ■ Overhead Filler Metal Specification: A5.1 / A5.5-81 Code: AWS I 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 0 Multiple Arc: ■ Single 0 Multiple Current: ■ Direct ❑ Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., {-) Welding Progression: ■ Upward, (for Vertical) otherwise ■ Not Applicable Root Treatment: , O Arc Gouge ❑ Grind ■ None Required JOINT -DETAIL Single -pass fillet weld "ss T'1 T1 & T2 = Unlimited / *S = Specified Size See Note #10 / (All position fillet - shown horizontal) WELDING PARAMETERS has$ .: Nt.4.:. Electrode Size.. ` Amps7 Va1t�'�:: TraverSpeed" (int;tiss,P+r dim) 1 3/32110 70-90 18-21 1.5"-2.3" 1 1/8110 90-150 19-22 2.1"-4.0" 1 5/32" 0 120 -190 22 - 24 3.2" - 5.5" -u rroceaure utuamea roan es / m Kecommenaea roan 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 #: SFM-01 I Rev.: 2 Approved By`�`�( Date: 03-20-2003 J -%- r% ET-IRF-72 / Rev. 0 / 10-97 B & L Steel Company Welding Procedure Specification 350 North Geneva Road *** Undon, 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 DI. 1-2000 / D1.3-98 Pre -qualified Material Specifications: All AWS 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ■ SMAW ❑ FCAW ❑ GMAW ❑ SAW Process Type: ■ Manual ❑ Semi -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., (+) ❑ Neg., (-) Welding Progression: ❑ Upward ❑ Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL Multi -pass fillet weld IM2 TI T1 & T2 = Unlimited / *S = Specified Size See Note #10 / (All position fillet - shown horizontal) WELDING PARAMETERS MV01 . pW-Mtute) All 3/32" fd 70 - 90 18 - 21 1.5" - 2.3" All 1 /8" m 90 -150 19 - 22 2.1" - 4.0" All 5/32" fd 120 -190 22 - 24 3.2" - 5.5" -u rroceoure wuanriea Kan es / ■ Kecommended mar 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 / 10-91 B & L Steel Comganv Welding Procedure Specification 350 North Geneva Road ""`. Pndon, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 WPS Number: SUR-01 Revision Number. Two [2] 71Date: 03-20 2003 Supporting PQR(s): Not Applicable - AWS DI. 1-2000 / D1.3-98 Pre -qualified Material Specifications: All AWS 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ■ SMAW ❑ FCAW ❑ GMAW ❑ SAW Process Type: ■ Manual ❑ Semi -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) 1 Code: AWS Shielding Gas or Gasses, (%): - NIA - Flow Rate, (cubic feet per hour): - NIA - 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 T1 & T2 = Unlimited / *S = Specified Size Flat, Horizontal, Vertical & Overhead - Undercut Repair Notes: 1. Fillet weld size as specified on project drawings. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 3. Not corrosion color matching for weathering steels. 4. Lot number of specific filler metals submitted with Material Test Reports. 5. PWHT specification attached, when required. WELDING PARAMETERS FP�,88�lectr�ode~ . .pei Amps'" vis*.: ti'aY@) .3peed' iu8 All 3/32"0 70-90 18-21 1.5"-2.3" All 1/8" O 90 -150 19 - 22 2.1" - 4.0" All 5/32" 0 120 -190 22 - 24 3.2" - 5.5" "U Procedure uumned Kan es 1 ■ Kecommendea Kan 6. Weld surface conditions per drawing requirements. 7. Weld cleaning per AWS 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. WPS #: SUR-01 I Rev.: 2 1 Approved By: 03-20-2003 1 ET-IRF-72 / Rev. 0 / 10-97 g & L Steel Company Welding Procedure Specification 350 North Geneva Road *** Linden, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 WPS Number: SUR-02 Revision Number. Two [21 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 0 SAW Process Type: IS Manual O Semi -automatic O 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, (%): - NIA - Flow Rate, (cubic feet per hour): - NIA - Passes: ■ Single ■ Multiple Arc: ■ Single ❑ Multiple I Current: ■ Direct O Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward (see note #10) ■ Downward (see note #10) Root Treatment: O Arc Gouge C] Grind ■ None Required JOINT DETAIL UNDERCUT & TUBE SEAM REPAIR 12 s --A T1 & T2 = Unlimited 1 *S = Specified Size Flat, Horizontal, Vertical & overhead - Undercut Repair WELDING PARAMETERS tectrode < Atl W Vdts* Tavel 50ee0* { Mfned) 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" Notes: 1. Fillet weld size as specified on project drawings. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2 3. Not corrosion color matching for weathering steels. 4. Lot number of specific filler metals submitted with Material Test Reports. 5. PWHT specification attached, when required. 6. Weld surface conditions per drawing requirements. 'ou Procedure warned Rannes I ■ Recommended Ranac 7. Weld cleaning per AWS DI. 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 resistence welded structural tube seams. WPS #: SUR-02 Rev.: 2 Approved By: Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 B & L Steel Company Weldina Procedure Specification 350 North Geneva Road *** I.indon, Utah 84042 Phone (801) 785-7749 "" Fax (801) 785-0841 WPS Number. SRP-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 Specifications: All AWS 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ■ SMAW ❑ FCAW ❑ GMAW ❑ SAW Process Type: ■ Manual O Semi -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 O Multiple Current: ■ Direct ❑ Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward (see note #2) ❑ Downward ■ Not Applicable Root Treatment: ■ Arc Gouge ■ Grind ❑ None Required JOINT DETAIL Sub -surface Repair weld Ot � r � l ......... t T, (Similar to B-U6) T1 & T2 = Unlimited / r = %" radius minimum / a = 460 WELDING PARAMETERS P ttedngd� Volts: Travel Speed!' All 3/32110 70-90 18-21 1.5"-2.3" All 1/8110 90-150 19-22 2.1"-4.0" All 5/32" Id 120 -190 22 - 24 3.2" - 5.5" *❑ Procedure Qualified Ranaes / ■ Recommended Ranaes Notes: 7. Weld surface conditions per drawing requirements. 1. FOR REPAIR OF UNACCEPTABLE CONDITIONS IDENTIFIED BY NDE METHODS. 8. Weld cleaning per AWS D1.1-2000, Section 5. 2. Vertical weld repairs - Weld progression - UPWARD ONLY. 9. Welder identification per contract requirements. 3. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 10. Joint preparation - remove all loose scale, dirt, grease, oil or other contaminants which may affect 4. Not corrosion color matching for weathering steels. weld quality. 5. Lot number of specific filler metals submitted with Material Test Reports. 11. DETAILED INSTRUCTIONS FOR REPAIR PROCESS - SEE PAGE #2 OF THIS PROCEDURE. 6. PWHT specification attached, when required. WPS #: SRP-01 Rev.: 2 Approved By: ate: 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 B'& L Steel Company Welding Procedure Soecification 350 North Geneva Road *** Undon, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 WPS Number SRP-01 (Page 2 of 2) Revision Number. Two [21 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 gouging and / or grinding. 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 1 Approved By: Page 2of2 03-20-2003 ET-IRF-72 / Rev. 0 / 10-97 B & L 8teel-Company Weldina Procedure Specification 350 North Geneva Road "` Undon, 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 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ❑ SMAW ■ FCAW O GMAW ❑ SAW Process Type: O Manual ■ Semi -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% 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 0 Grind ■ None Required JOINT DETAIL Tubular butt splice w / backing WELDING PARAMETERS (Applies to Square, Rectangular & Round Structural Tubing) to i butt splices from V thru 42" 0 (Applicable P Pe ) <: � , I� 0 0 V+� s" Tr,�ve�l S��eRetl ' All .045" 0 200 - 241 19 - 23 6.4" - 8.9" a All .052910 230 - 285 22 - 37 8.7" - 10.61, i: > T� All 1 /16" 0 274 - 334 26 - 31 8.5" -12.4" All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" R T1 = 3/16" to Unlimited / R =1/4" / a = 45° (B-U2a-GF) wU Procedure MONO Kan es 1 ■ Kecommended Kan es Notes: 6. Weld surface conditions per drawing requirements. 1. Weld reinforcement - 3/16" - unless specified otherwise. 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat & 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. Welds may be "Arrow Side" or "Other Side" per project drawings. 5. PWHT specification attached, when required. WPS #: FTG-01 I Rev.: 2 1 Approved By: Date: 03-20-2003 ET-1RF-72 / Rev. 0 / 1 A B & L Steel Companv Welding Procedure Specification 350 North Geneva Road'"' Lindon, Utah 84042 Phone (801) 765-7749 "" Fax (801) 785-0841 WPS Number. FFD-01 Revision Number. Two [21 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: O SMAW ■ FCAW 0 GMAW 0 SAW Process Type: 0 Manual ■ Semi -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, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single O Multiple Arc: ■ Single 0 Multiple Current: ■ Direct ❑ Alternating Electrode Polarity: ■ Pos., (+) 0 Neg., (-) Welding Progression: ■ Upward, (for vertical welds) 0 Downward ■ Not Applicable Root Treatment: 0 Arc Gouge O Grind ■ None Required JOINT DETAIL All position, single -pass fillet V*a T1 & T2 = Unlimited / •S = Specified size (All position fillet weld shown horizontal) Notes: 1. Fillet weld size as specified on project drawings. 2. Preheat & Interpass temperatures per AWS D1.1-2000, Table 3.2. 3. Not corrosion color matching for weathering steels. 4. Lot number of specific filler metals submitted with Material Test Reports. 5. PWHT specification attached, when required. WELDING PARAMETERS 1 .046'0 200-241 19-23 6.4"-8.9" 1 .052" 0 230 - 285 22 - 37 8.7" -10.6" 1 1/16110 274-334 26-31 8.511- 12.4" 1 5/64" 0 300 - 430 26 - 32 9.4" -15.5" "0 Procedure Qualified Ranges / ■ Recommended Ran es 6. Weld surface conditions per drawing requirements. 7. Weld cleaning per AWS DI. 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. Welds may be "Arrow Side", "Other Side", or "both Sides" per project drawings. WPS #: FFD-01 I Rev.: 2 Approved By;.,.-,Ol�� Date: 03-20-2003 ET-lRF-72 / Rev. 0 / B` & L Steel Companv Welding Procedure Specification 350 North Geneva Road *** Undon, 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 DI. 1-2000 / D1.3-98 Pre -qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & 11 Materials Welding Process: ❑ SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -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: IN Direct ❑ Alternating 1 Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL All position, multi -pass fillet im T1 & T2 = Unlimited / *S = Specified size (All position fillet weld shown horizontal) WELDING PARAMETERS SO Ath Vc t Ti avert Sp+ has All .045910 200 - 241 19 - 23 6.4" - 8.9" All .052110 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 Procedure Qualified 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 & Interpass temperatures per AWS D1.1-2000, Table 3.2. 18. 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-02 Rev.: 2 Approved By/ �� Date: 03-20-2003 ET-IRF-72 / Rev. 0 / 10 B & L Steel Company Weldina Procedure Suecification 350 forth Geneva Road *** Undon, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 WPS Number: FUR-01 Revision Number: Two [2] 7 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 & 11 Materials Welding Process: ❑ SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -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: - NIA - Shielding Gas or Gasses, (%): COz 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single ■ Multiple Arc. ■ Single ❑ Multiple Current: IN Direct ❑ Alternating Electrode Polarity: ■ Pos., (+} ❑ Neg., (-} Welding Progression: ■ Upward, (see note #10) ■ Downward, (see note #10) Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL UNDERCUT REPAIR ONLY 12 T� T1 & T2 = Unlimited / *S = Specified size Flat, Horizontal, Vertical & Overhead - Undercut Repair WELDING PARAMETERS det0'' Travel $ed1 All .046'0 200-241 19-23 6.4"-8.9" All .052" 0 230 - 285 22 - 37 8.7" - 10.6" All 1 /16to o 274 - 334 26 - 31 851-12.4" All 5/64" O 300 - 430 26 - 32 9.4" -15.51' - u rl UUWUuI C WUUll I ICU M01 i as 0%oul 1 n 1 Ice Iuvu $.cu omw� Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 7. Weld cleaning per AWS DI. 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 Procedure Specification 350 North Geneva Road "" linden, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 WPS Number: FBF-01 Revision Number: Two [21 Date: 03-20-2003 Supporting PQR(s): Not Applicable - AWS D1.1-20001 D1.3-98 Pre -qualified Material Specifications: All AWS 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: O SMAW ■ FCAW ❑ GMAW O SAW Process Type: O Manual ■ Semi -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, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single ■ Multiple Arc: ■ Single ❑ Multiple Current: ■ Direct O Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) O Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL Partial penetration, Flare bevel groove WELDING PARAMETERS EI+rE3d� , (E) _ :f. T� M w T, 3 All .045 200 - 241 19 - 23 6.4 8.9 All .052" 0 230 - 285 22 - 37 8.711-10.fi" All 1/16110 274-334 26-31 8.5"-12.4" i All 5/64i10 300 - 430 26 - 32 9.411-15.5'1 �--- R Tz T1 & T3 = 3/16" min. / T2 = Unlimited / R = 0" to 3/16' (E) = Specified size / (All position weld shown flat) (BTc-Pio-GF) *LJ Procedure Qualified Ranges 1 ■ Recommended Range Notes: 6. Weld surface conditions per drawing requirements. 1. Fillet weld size as specified on project drawings. 17. 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 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: �v �,,, A __ 03-20-2003 ET-IRF-72 / Rev. 0110-97 Phone (801) 785-7749 *** Fax (801) 785-0841 350 North Geneva Road "` linden, Utah 84042 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 131.1-2000, Table 3.1 - Groups I & II Materials Welding Process: ❑ SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -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 - I 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 O Altemating I Electrode Polarity: ■ Pos., (+) O Neg., (-) Welding Progression: ■ Upward, (for vertical welds) O Downward IN Not Applicable Root Treatment: ■ Arc Gouge & ■ Grind (second side to bright metal prior to welding). JOINT DETAIL Full Penetration Double V Groove r T1 =Unlimited /R=0"tot/8"/f=0"tot/8" a = R = 600 / (Ail position weld shown flat) iACKGOUGE (B-U3-CF) 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. WELDING PARAMETERS Val Trwrl (Inch l�'.!� M • �' ' All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052" O 230 - 285 22 - 37 8.7" -10.6" All 111610 274-334 26-31 8.5"-12.4" All 5/64" O 1300-430 126-32 9.4" -15.5" *O Procedure Qualified Ranges 1 ■ Recommended Ran e 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. WPS #: DVG-01 I Rev.: 2 1 Approved By: C 03-20-2003 411F-72 / Rev. 0110-97 B`& L Steel Comay Weldina Procedure S ecification 350 North Geneva Road "• lindon, Utah 84042 Phone (801) 785-7749 •"` Fax (801) 785-0041 WPS Number. DBG-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 ■ Semi -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, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single ■ Multiple Arc: ■ Single ❑ Multiple Current: ■ Direct ❑ Altemating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: IN Arc Gouge & IN Grind (second side to bright metal prior to welding). JOINT DETAIL Full Penetration Double Bevel Groove WELDING PARAMETERS P E d AMW-- f f a .., . • � } R -<BACKGOUGE All .045110 200 - 241 19 - 23 6.4" - 8.911 All .0520 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 9.41'- 15.54' 1( -•, Ti �-- T1 =Unlimited /R=0'to 10/f=0"to 1/81/a=45° a = 00 to 150 / (All position weld shown horizontal) (B-U5a-GF) 64 1" 1 Ulu= UI G 4ttA0111 f1W g ,% 51 n 41 wvv ■ ...... — N 6. Weld cleaning per AWS 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, grease, oil or other contaminants which may affect 3. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 9. Air -carbon arc gouge and grind second side to sound 4. PWHT specification attached, when required. metal prior to welding. 5. Weld surface conditions per drawing requirements. 10. For materials >1" in thickness, partially weld both sides to prevent distortion of the base metals. WPS #: DBG-01 Rev.: 2 Approved By:2?. Date: 03-20-2003 . ET-IRF-72 / Rev. 0 / 10-97 B'& L teel om n 350 North Geneva Road'"" linden, Utah 84042 Welding ProcedureSo ecification Phone (801) 785-7749 """ Fax (801) 785-0841 WPS Number TKY-01 (Page 1 of 2) Revision Number: Two [21 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 ■ Semi -automatic 0 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: - NIA - 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 0 Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ Not Applicable JOINT DETAIL T, K & Y Tubular Connections / Fillets WELDING PARAMETERS .' [ Ap��' ; T1�avefP. * See Figures 1, 2, 3, & 4 and Table 1 on Page 2 of this procedure for specific dimensional applications.... °-)y CONNECTION TYPE -Example: A All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052100 230 - 285 22 - 37 8.T' -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" TOE 20HE O KEEL ZONE SLOE ZONE Applicable to "Stepped" Round, Rectangular and Square Tubular T, K & Y Connections, (see note 10). *0 Procedure Qualified Ranges / ■ Recommended Range Ngtes: 7. Welder identification per contract requirements. 1. Preheat & Interpass temperatures per AWS 131.1-2000, Table 3.2. 8. Joint preparation - remove all loose scale, dirt, grease, oil or other contaminants which may affect 2. Not corrosion color matching for weathering steels. 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 5. Weld surface conditions per drawing requirements. sizes of the members adjoining. 6. Weld cleaning per AWS D1.1-2000, Section 5. 11. For " M tched" Tubular Conn., (see WPS TKY-02). WPS #: TKY-01 Rev.: 2 Approved By'oe - .Date: 03-20-2003 FT-IRF-721 Rev. 0 / 10-97 B & L Steel Comoany Weldino Procedure Saecification 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 [2) Date: 03 20-2003 Connection Type - Specifyino Locations and Transitions: a-,,�,e TOE ZONE Figure 1 - Toe of Connection FOR IP > 120° EDGE SHALL BE CUT BACK TO FACILITATE THROAT THICKNESS L LJ TOE Figure 3 - Heel of Connection t HEEL Table 1 - Minimum Weld Size Multialiers for `L' MIN L FOR E=0.7t E=t E=1.07t HEEL SW1.5t 1.5t LARGER OF 1.5t OR 1.4t + Z SIDE s 100° t 1.4t 1.5t SIDE 100-11(r 1.1 t 1.6t 1.75t SIDE 110-120' 1.2t 1.8t 2.0t TOE > 120° t BEVEL 1.4t FULL BEVEL BEVEL 60-W GROOVE Figure 2 - Side of Connection, (Box) L ( Applicable to Square and Rectangular Tubing ). Figure 4 - Side of Connection. (Circularl t L L ( Applicable to Round Tubing ). SIDE (CIRCULAR) 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. = 150 minimum. (Not Prequalified for < 300), (for � < 600 increase heel weld size 3/8"). WPS #: TKY-01 Rev.: 2 Approved By- ate: 03-20-2003 i t.. a �,Gc� �u� a� Phone (801) 785-7749 "' Fax (801) 785-0841 80 North Geneva Road ""' Linden, Utah $4042 Pa e 1 of 3) Revision Number: Two [2] Date: 03-20-2003 NPS Number. TKY-02 ( 9 Supporting PQR(s): Not Applicable - AWS D1.1-20001 D1.3-98 Pre -qualified Material Specifications: All AWS D1.1-2000, Table 3.1 - Groups I & II Materials ■ FCAW ❑ GMAW ❑SAW vVelding Process: ❑ SMAW Process Type: ❑ Manual ■ Semi -automatic ❑ Automatic Position: ■ Ftat ■ Horizontal .■ Vertical ■ Overhead Filler Metal Specification: A5.20-79 Filler Metal Classification: F6 E71 T-1 Flux Type and Classification: - Not Applicable - Shielding Gas or Gasses, (%): CO2 100% Passes: ■ Single ■ Multiple Current: ■ Direct ❑ Alternating Welding Progression: ■ upward, (for vertical welds) Root Treatment: ❑ Arc Gouge JOINT DETAIL T, K & Y Tubular Connections / P.P. See Figures 1 through 9 on Pages 2 & 3 of this procedure for specific dimensional applications. CONNECTION TYPE - Example: Matched -----> ,pped Code: AWS Code: AWS Code: - N/A - Flow Rate, (cubic feet per hour): 35 to 45 CFH Arc: ■ Single ❑ Multiple Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) ❑ Downward ■ Not Applicable ❑ Grind IN Not Applicable WELDING PARAMETERS ©1w r /'Nil 1 �« •� v (ittspe�a�nu4e, All .045110 200-241 19-23 6.4"-8.9" All .052110 230 - 285 126-31 22 - 37 8.7" -10.6" All 1/16"0 274-334 8.5"-12.4" All 5/64" 0 1300-430 26 - 32 9.4" -15.5" Applicable to "Stepped" and "Matched", Rectangular & Square Tube T, K & Y Connections, (notes 10 & 11). *❑ Procedure Qualified Ranges / ■Recommended Ran E 7. Welder identification per contract requirements. Notes: , Preheat & nterpass temperatures per AWS 1I D1.1eat & Table 3.2. 8. Joint preparation - remove all loose scale, dirt, grease, oil or other contaminants which may affect 2. Not corrosion color matching for weathering steels. eld quality. 3. Lot number of specific filler metals submitted with Material Test Reports. 9. Fillet weld size requirements shall be as specified on project drawings. 4. PWHT specification attached, when required. 10. "Stepped" tubular connections refer to dis-similar 5. Weld surface conditions per drawing requirements. sizes of the members adjoining. Weld cleaning per AWS D1.1-2000, Section 5. 11. "Matched" Tubular connections refer to sim_rlar sizes 6 of the members adjoining a WPS #: TKY-02 Rev.: 2 Approved By: • : 03-20-2003 ET-iRF-721 Rev. 01 lb S & L Steel Comnany 350 North Geneva Road "' linden, Utah 84042 WPS Number: TKY-02 (Page 2 of 3) Figure 1 - Connection Type - "STEPPED" SRNifying Locations and Transitions: TOE ZONE 4 fI(C pRNER SIDE ZONE TRANSITION Figure 3 - Toe of Connection �tw 600 MIN 1 .<.. HEEL ZONE I CORNER TRANSITION '*- W. P. 1.5t MIN = 150'-10511 (Applicable to "Stepped" or "Matched" connections). Figure 5 - Side of "Stealied" Connection tw 10\1M 450 MIN `Y = 90°-75' Welding Procedure SQecification Phone (801) 785-7749 "` Fax (801) 785-0841 Revision Number. Two [21 Date: 03-20-2003 FgFIguZre - Connection Type -"MATCHED"n Locations and Transitions: TOE ZONE HEEL ZONE CORNER SIDE ZONE CORNER TRANSITION TRANSITION Figure 4 - Toe or Heel of Connection --►j �*-1.5t MIN 1P = 10E--90° (Applicable to "Stepped" or "Matched" connections). Figure 6 - Side of "Matched" Connection CORNER DIMENSION C a tb + 1 /8 in. (3 mm) AND r a 2tb OR ROOT to OPENING a 1/16 in. (2 mm) C OR SEE 3.12.4.1 1 I 1 r = RADIUS 1.5 tb MIN OR AS REQUIRED TO FLUSH OUT (WHICHEVER IS LESS) Lw_ n #: TKY-02 Rev.: 2 Approved By: h_ - Xf - 'FOR. wm_w�� 00 w 350 North Geneva Road •" Lindon, Utah 84042 WPS Number. TKY-02 (Page 3 of 3) Figure 7 - Toe Corner "Steaaed" Connection tW Z R45°MIN W.P. 1.5t MIN %p = 90°-750 Welding Procedure Specification Rhone (801) 7854749 Fax (801) 785-0841 Revision Number Two [21 Date: 03-20-2003 Figure 8 - Toe Corner $'Matched$$ Connection tb, *. THIS LINE TANGENT AT W.P. 4 Notes: 1. It = Thickness of thinner section. 2. Bevel to feather edge except in transition and heel zones. 3. Root opening = 0" to 3/16". 4. Not Prequalified for angles less than thirty degrees [< 300]. 5. For heel angles less than sixty degrees [< 6001 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. S. Welding shall be carried continuously around corners, with corners fully built-up and all weld starts and stops within the flat faces. . U� -Represents "Local Dihedral Angle" 9 DefiRepr - The angle measured in a plane perpendicular to the line of the weld, between tangents to the outside tionsurfaces 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. po""� .0 Ot L aieel Uom any 350 North Geneva Road •" Undon, Utah 84042 WP •re -• Phone (801) 785-7749 *** Fax (801) 785-0841 S Number. SWF-01 IRevision Number. Two [2] 1 Date: 03-20-2003 Supporting POR(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 ■ Semi -automatic 0 Automatic Position: ■ Flat Filter Metal Specification: D Horizontal ❑ Vertical A5.20-79 Filler Metal Classification: F6 E71 T-1 Flux Type and Classification: -Not Applicable - Shielding Gas or Gasses, (%): CO2 100% Flow Rate (cubic f t h Passes: 0 Single ■ Multiple Current: ■ Direct ❑ Alternating Welding Progression: 0 Upward, (for vertical welds) Root Treatment: ❑ Arc Gouge , ee per our). ❑ SAW 0 Overhead Code: AWS Code: AWS Code: - NIA - 35 to 45 CFH Arc: ■ Single O Multiple Electrode Polarity: ■ Pos., (+) 0 Neg., (-) 0 Downward ■ Not Applicable 0 Grind ■ None Required JOINT DETAIL Slot weld - Flat Position ONLY i (See Notes 9 & 10) T1 & T2 = Unlimited. / L = < 10 x T1 / W = >T1+5/16" WELDING PARAMETERS 1 All .045" 0 200 - 241 19 - 23 6.4" - 8.9" All .052110 230 - 285 22 - 37 8. i' -10.6" All 1/16110 274-334 26-31 8.5"-12.4" All 5/64" fd 300 - 430 26 - 32 9.4" -15.5" �:z - . - r-luumure yuannea Kan es / ■ Recommended Ran(, Notes: 1. Preheat & Interpass temperatures per AWS 6. Weld cleaning per AWS D1.1-2000, Section 5. 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. 4. PWHT specification attached, when required. 9. The maximum_ length of slot welds shall not be greater than ten times the thickness of the material 5. Weld surface 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: Date: 03-20-2003 ET IRF-72 / Rev. 0 / 10- 6 & L Steel Company 350 North Geneva Road "' lindon, Utah 84042 Weldina Procedure Specification Phone (801) 785-7749 "' Fax (801) 785-0841 WPS Number. PPG-01 TRevision 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 131.1-2000, Table 3.1 - Groups I & 11 Materials Welding Process: O SMAW ■ FCAW O GMAW O SAW Process Type: O Manual ■ Semi -automatic O Automatic Position: ■ Flat ■ Horizontal O Vertical O Overhead Filler Metal Specification: A5.20-79 Code: AWS Filler Metal Classification: F6 E71T-1 Code: AWS I Flux Type and Classification: - Not Applicable - Shielding Gas or Gasses, (%): CO2 100% Code: - NIA - 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) 0 Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL Partial Penetration Single V Groove WELDING PARAMETERS (Flat &Horizontal Positions Only) P�' tp VdE I T�.p" All .045" 0 200 - 241 19 - 23 6.4" - 8.9" R Qf I• % � -..'•-�, All .052110 230 - 285 22 - 37 8.7" " -10.6 5 All 1/16110 274-334 26-31 8.5"-12.4" i T, All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" �T2� R Ti =1/4" Min. / T2 = Unlimit. l R = 0" to 1/16" / a = 450 S = Groove Depth / (E) = Min. Depth of Penetration (eTC-P4-GF) .r-, r.____�..-_ �'1.....Ia...l o.,.,.a� 1 !♦ Qnnnmrrnn�orl RaRAP_C %.s I Notes: 6. Weld cleaning per AWS D1.1-2000, Section 5. 1. Preheat & Interpass temperatures per AWS DI. 1-2000, Table 3.2. 7. Welder identification per contract requirements. 2. Not corrosion color matching for weathering steels. 8' Joint preparation o I orother contaminants which lmay � affect 3. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 9. 'S', Groove Depth & '(E)', Minimum Depth of 4. PWHT specification attached, when required. penetration, shall be as specified on the project drawings. 5. Weld surface conditions per drawing requirements. 10. Optional fillet weld, when used, shall be of the size specified on the project drawings. Rev.: 2 Approved By: ate: 03-20-2003 WPS #: PPG-01 ET-iRF-72 / Rev. 0110.97 B & L Steel Comoany 350 North Geneva Road "` Undon, Utah 84042 Welding Procedure S ecification Phone (801) 785-7749 "` Fax (801) 785-0841 WPS Number. PPG-02 Revision Number. Two [21 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 & 11 Materials Welding Process: 0 SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -automatic ❑ Automatic Position: ■ Flat ■ Horizontal 0 Vertical ❑ Overhead Filter Metal Specification: A5.20-79 Code: AWS I Filler Metal Classification: F6 E71T-1 Code: AWS Flux Type and Classification: - Not Applicable - Shielding Gas or Gasses, (%): CO2 100% Code: - NIA - Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single ■ Multiple Arc: ■ Single ❑ Multiple Current: ■ Direct 0 Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) 0 Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required Partial Penetration Double J-Groove WELDING PARAMETERS F_JOINTETAIL All .045" 0 200 - 241 19 - 23 6.4" - 8.9" s2(E2) a r S, (Ei) R 230 285 22 - 37 8.711-10.6" -•'--, S, ---• All .052110 - All 1 /16" 0 274 - 334 26 - 31 8.5"-12.4t0 , P t T, • 1 S21 All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" r ' mot, a �T2 R Ti =1/4" Minimum T2 = Unlimited / R = 0" to 1/9' a = 300/ additional info - see notes 9 & 10 (BTC-P9-GF) •r. �____�..-_ /'1....I:C.w.J �....ww�. / � Dn�nnmm�nf'IQ/'1 Q7R!'!AC %.i V \RMi/1611VY .- ..-�-..._ _.__ Notes: 6. Weld cleaning per AWS 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, grease, oil or other contaminants which may affect 3. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 9. 'S' = Depth of Groove / E = Minimum Depth of 4. PWHT specification attached, when required. penetration as specified on the project drawings. 5. Weld surface conditions per drawing requirements. 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 Weldina Procedure Specification 350 North Geneva Road *** Linden, Utah 84042 Phone (801) 785-7749 *** Fax (801) 785-0841 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 I & II Materials Welding Process: ❑ SMAW ■ FCAW 0 GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -automatic ❑ Automatic Position: ■ Flat ■ Horizontal ❑ Vertical 0 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: - NIA - Shielding Gas or Gasses, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ■ Single ■ Multiple Arc: ■ Single 0 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 -,"00cut All .045110 200 - 241 19 - 23 6.4" - 8.9" Sift (E,) R All .052" fa 230 - 285 22 - 37 8.7" -10.6" s, �? r , All 1/16110 274-334 26-31 8.5"-12.4" S2_ a All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" T2 R T1 =1/2" Minimum T2 = Unlimited / R = 0" to 1/8" a = 45°/ additional info - see notes 9 & 10 (BTC-P9-GF) I V%MUUIW wuanneu roan es / 0 Kecommended Range Notes: 6. Weld cleaning per AWS 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, grease, oil or other contaminants which may affect 3. Lot number of specific filler metals submitted with weld quality. Material Test Reports. 9. 'S' = Depth of Groove / E = Minimum Depth of 4. PWHT specification attached, when required. penetration as specified on the project drawings. 5. Weld surface conditions per drawing requirements. 10. Optional fillet weld, when used, shall be of the size specified on the project drawings. WPS #: PPG-03 Rev.: 2 Approved By r Date: 03-20-2003 ET IRF-72 / Rev. 0 / 1 B & L Steel Company Welding Procedure Specification 350 North Geneva Road "' Undon, Utah 84042 Phone (801)185-7749 "' Fax (801) 785.0841 WPS Number SBG-01 Revision Number. Two [21 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 & 11 Materials Welding Process: O SMAW ■ FCAW ❑ GMAW 0 SAW Process Type: ❑ Manual ■ Semi -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: - NIA - Shielding Gas or Gases, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: ❑ Single ■ Multiple Arc: ■ Single 0 Multiple Current: ■ Direct ❑ Alternating Electrode Polarity: ■ Pos., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: ■ Arc Gouge O Grind ❑ None Required JOINT DETAIL All Position Square Butt Groove WELDING PARAMETERS BACKGOUGE �Ie�1tDd� n 11�ti� Lam_ /_p.{ lid All .045100 200 - 241 19 - 23 6.4" - 8.9" All .052110 230 - 285 22 - 37 8.7" -10.6" � r• ` T, R All 1/16" 0 274 - 334 26 - 31 8.5" -12.4" All 5/64" 0 300 - 430 26 - 32 9.4" -15.&$ T1 =3/8"Maximum /R=0to1/8" (All Position Weld Shown Horizontal) (B-L1 b-GF) sr-% n---- x.•.d 0^.,wec / M omw%^mmcnria l Rannian Notes: 1. Weld reinforcement s 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. 4. Lot number of specific filler metals submitted with Material Test Reports. 5. PWHT specification attached, when required. 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 1 Approved Bye Date: 03-20-2003 ET-IRF-72 / Rev. 011 B & L Steel Company Welding Procedure Specification 350 North Geneva Road • ** Linden, Utah 84042 Phone (801) 785-7749 '" Fax (801) 785-0841 WPS Number: SBG-02 Revision Number. Two [21 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 & 11 Materials Welding Process: ❑ SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -automatic 0 Automatic Position: ■ Flat ■ Horizontal IN 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: - NIA - Shielding Gas or Gases, (%): CO2 100% Flow Rate, (cubic feet per hour): 35 to 45 CFH Passes: O Single ■ Multiple Arc: ■ Single O Multiple Current IN Direct O Alternating Electrode Polarity: ■ Pos., (+} O Neg., (-) Welding Progression: ■ Upward, (for vertical welds) O Downward ■ Not Applicable Root Treatment: ■ Arc Gouge O Grind O None Required JOINT DETAIL All Position Single Bevel Groove WELDING PARAMETERS � u, �'' y'' 1 ' ' v `- - f - ,`'' Ail .045" 200 - 241 19 - 23 6.4" - 8.9" All .052110 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" Tz R T1 &T2= Unlimited /R=1/4"/a=45" (Ail Position Weld Shown Horizontal) (TC-U4a-GF) -u vroceaure uumined Kan es / ■ Recommended Ranges Notes: 6. Weld surface conditions per drawing requirements. 1. Weld reinforcements 3/16" ,(May be ground flush if required). 7. Weld cleaning per AWS D1.1-2000, Section 5. 2. Preheat & 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 I Rev.: 2 Approved By: " e�te: 03-20-2003 ET-IRF-721 Rev. 0 / 10-97 9 & L Steel Company Welding Procedure Specification 350 forth Geneva Road "" lindon, Utah 84042 Phone (801) 785-7749 "' 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 I & 11 Materials Welding Process: ❑ SMAW ■ FCAW O GMAW ❑ SAW Process Type: O Manual ■ Semi -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 0 Multiple Current: ■ Direct 0 Alternating Electrode Polarity: ■ Pos., (+) O Neg., (-} Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: O Arc Gouge 0 Grind ■ None Required JOINT DETAIL All Position Full Penetration Tee & Comer Joint WELDING PARAMETERS ' : ❖i4frR7, S> 11fiR# `'YVIi�� t`� WOW All .045910 200 - 241 19 - 23 6.4" - 8.9" BACKGOUGE .. V T, R T2 All .052" 0 230 - 285 22 - 37 8.7" All 1 /16" 0 274 - 334 26 - 31 8.5" -12.4" All 5/64" 0 300 - 430 26 - 32 9.4" -15.5" T1 = 3/8" Max. T2 = Unlimited / R = 0" to 1/8" (TC-L1 b-GF) -u Nroceaure Quannea Kan es i ■ Kecommenaea Kan es Notes: 6. Weld cleaning per AWS D1.1-2000, Section 5. 1. Preheat & Interpass temperatures per AWS D 1.1-2000, 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 surface conditions per drawing requirements. WPS #: TCM-01 Rev.: 2 Approved By: a 03-20-2003 ET-IRF-72 / Rev. 0 / B & L Steel Company Welding Procedure Specification 350 North Geneva Road "' Under, 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 I & II Materials Welding Process: ■ SMAW ❑ FCAW ❑ GMAW ❑ SAW Process Type: ■ Manual ❑ Semi -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, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL (Manual Stud Welding) is 7r T1 = Unlimited / L = Length specified / 0 = Stud dia. 'S = Specified size, (see table #1). WELDING PARAMETERS See note 3/32" 0 70- 90 18- 21 1.5" - 2.3" See note 118" 0 90- 150 19- 22 2.1" - 4.0" See note 5/32" 0 120- 190 22- 24 3.2" - 5.5" Note: Table #1 and Note #2 for minimum required fillet size based on stud diameter. Stud Diameter (Shank) I Minimum Fillet Weld Size (Leg Dimensions) 1/4" to 7/16" 0 3/16" minimum leg dimensions Y" 0 1/4" minimum leg dimensions 5/8", 3/4", 7/8" 0 5/16" minimum leg dimensions 1" 0 3/8" minimum leg dimensions 'LJ Procedure Qualified Ranges / ■ Recommended Ranges Shan Diameter Length Head Dia. Minimum k Tolerance Tolerance Tolerance Head Height Dia. 1/2" +0/-.010" +1/16" 1"+1/64" 9/32" 5/8" +0 / - .010" + 1 /16" 1'/:' + 1 /64" 9/32" 3/4" +0 / - .015" + 1 /16" 1'/4" + 1 /64" 3/8" 7/8" +0 / - .015" + 1 /16" 13/8" + WPS #: FHM-03 I Rev.: 2 1 Approved Byj� Sj !/�_P`�I Date: 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. FHM-03 (page 2 of 2) I Revision Number: Two [2] i Date: 03-20-2003 1 PROPERTIES TYPE A ® TYPE B Minimum Tensile Strength, (psi): 55,000 60,000 Minimum Yield Strength,(psi), (0.2% offset): --- 50,000 Minimum Elongation, (% in 2 inches): 17% 20% Minimum Reduction of Area: 50% nlhcrihon 50% 77d ch..rtmncfcr in OO Type 'A' studs shall be general purpose studs of any configuration and size used composite beam design and construction. ® Type 'B' studs shall be studs that are headed, bent or of other configurations, 1/2" an essential component in composite beam design and construction. for purposes %", %", and 7/e" diameters, that are used as 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 131.1-2000, 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 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-05 Pg. 1 of 2 Revision Number: Zero [0] 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 I & II Materials Welding Process: ■ SMAW ❑ FCAW ❑ GMAW ❑ SAW Process Type: ■ Manual ❑ Semi -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., (+) ❑ Neg., (-) Welding Progression: ■ Upward, (for vertical welds) ❑ Downward ■ Not Applicable Root Treatment: ❑ Arc Gouge ❑ Grind ■ None Required JOINT DETAIL All Position Single Bevel Groove (All Positiory&ld Shown Horizontal) - T~ rl` R T1 & T2 = Unlimited / R = 1/81, (0" to +1/16") a = 45° (-5° to + 10°) / f = 0" to 1/8" Notes: 6. Weld cleaning per AWS D1.1-2004. Section 5.30. 1. Weld reinforcement s 3/16",(May be ground flush if required). 7. Welder identification per contract requirements. 2. Preheat & 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. I (diamet ), of electrodes to be used. 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Feou eeaua0 4uom 0561 Coln Nosl agoH 9IVlio LMSLCT08 lal 92:QT WLZ/0T B & L Steel Company Welding Procedure Specification 350 North Geneva Road "' Linden, Utah 84042 Phone (801) 785-7749 "' Fax (801) 785-0841 WPSNumber. SBG-W Pg. 1 oft Revision Number: Zero (0] 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 I & II Materials Welding Process: ❑ SMAW ■ FCAW ❑ GMAW ❑ SAW Process Type: ❑ Manual ■ Semi -automatic ❑ Automatic Position: ■ Flat ■ Horizontal ■ Vertical ■ Overhead Filler Metal Specification: A5.20-95 Filler Metal Classification: F6 (i.e.E71T-1 & E71T-9) Flux Type and Classification: Not Applicable Applicable Code: AWS D1.1-2004 Shielding Gas or Gases, (%): 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 All Position Single Bevel Groove 4AII Position Weld Shown Flat) I % ffACK- �46� GOUGE 1t .� �� F • �. f ' J r R t T1 & T2 d ! R = 1/8" (-0" to +1/8") a = 450 (-50 to + 100) / f = 0 to 1/8" (TC-U4b-GF) WELDING PARAMETERS Travet 80e8eed' pndMsWldlnuty Pass N&II, tleckode '.�'.,:S"- ",' - Amps- Volts- I All .045" fd 199 - 242 1 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" 'Cl Procedure Qualified Ranges / ■ Recommended Ranges Notes: 6. Weld cleaning per AWS D1.1-2004, Section 5.30. 1. Weld reinforcement < 3/16",(May be ground flush if required). 7. Welder identification per contract requirements. 2. Preheat & 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 if backing bar is required to be 4. PWHT specification attached, when required. removed. 5. Weld surface conditions per drawing requirements. 10. Contract documents may limit or restrict the size, (diameter), of electrodes to be used. WPS* SBG-06 Rev.: 0 Approved By: Date: 01-01-2005 / ET-IRF-72 / Rev. 0 / 10-97 a (OM0 SZISIu in it rr�& :3Mj W00'QMIA AINMI WRU Md IJOADWH OUD I UNWI 009� •oul `dnoag 8dS3 041 0002 1 HOILUXCU x e£S = (Wft)3nzun liTZt "Imp 000`9L (Tsd)3nian azvw m ISO = (Welta zzrmy lO 0o9`S9 = (Tsd)CMta 3mrm m (MQRSI+! ST = S=u IS 0•22 = bxo7x min £9h = (um)371ML m 000'0L = (Tod)3nis li un 000 (saf mix on 000' eS = (Tsd)mxa sm 0 = Z lGvmT '(BAV JOOOT/TW) S'£ = SGIMAT _ =001an rJuRNINQ XZ = AL1211 UOY00 = QZSpZx! X90' = voila ZTi-,u ICJO}ovf��}oS j� = asa o XSL'T P99=9 }ou TT045 B}uwioTD pv}ou 40 TD404 UnSa ZO• seddoo 90 • MTo • •A�•aa 0£ • *To . — an o£ • Qo • 110110TH 0Z • s00 , ark I. OM Ot0' swogdsog,T SL• 4£• aooFL*S 090t sOU T •soavamm • 50• IIogssO SZMM3M53M • ONS Salsu=aoua = SIN:zT0 VS VAS 3NSV f ODOZ = T' SV SAV HbH9TOL3 = ZOILTJIIISS!'IO £29S£ =0m iM TOVeOSS+b =OZ 307 9TOL = SW= 38V NO1V : Mlu zam 9/1 =SZ'JM T IMMUTla =>)1llt �WOiSIIO 6191 TOSSZ =min LIN 0 = # ulauo sssArlvKv rivoia l A0 SZVOIJI IVRO GVS3 t = =OTd SISA"IVNV.40 31VOIJ M33 '• SOO/oT/OT s UTO r - Allow ESAB CIISTO'M NM -- CERTIFICATE OF ANALYSIS CSRTIFICATS OF TYPICAL ANALYSIS ORDZR # PART NMZR : DIUMM & LOGTH: TRLD! IBM: TV LOT NO t CLiSSIFIC&TIOR : This material conforms to AMS A5.20-95, ASME SFA 5.20 CEMCAL ANUTSIS : PROPQRTIRS Carbon .03 Manganese 1.35 Silicon .54 Phosphorus .013 Sulphur .011 Chro�� . 04 Mickel . 01 Molybdenum .01 Va„adiva . o2 mapper .05 Addition Chemistry using CO2 ZUT DINWSIOLM qX AW-WIX : LVZRAGH US =ZD AVOR&GH 2 G&S V5ZD 2 TiRSILR RSQUIRiO'!!1'rS &S V=XD hIw nXD(psi) : 58000 NZV YIZLD(Oft) : 400 MIN M XLE(psi) : 70000 NO TMILR(HPa) : 480 hIM BLOW ; 22 TXKS=LX RZSULTS .052 DUAL SHIELD 7100 Ultra 769.33 E71T-1/T-1M/T-9/T-9M SPlC . RiQVIRWW= • ( .18 Max.) Q. 7S Max.) (.90 Max.) (.03 Max.) (.03 Max.) (.20 Max.) (.50 Max.) (.30 Max.) (.08 Max.) (.35 Max) Satisfactory 3.7 (rtl/100gr Avg) . 75 AR / 25 CO2 3.0 CO2 AS WELDSD q&S V3ZD 75 AR / 25 C&LCOl.&T� YIM(psi) : 77SOO C&I.COL&Ti TULD010s) : 535 CILCOL&Ts TSRSILR(psi) : 88000 C&LCVL&T� TZKSILZ(00a) : 607 x Q,ORG&TIOR -. 26.0 :"••ems •••. • The ESAB GrouA Inc. 1500 Karon Lane Hanover, PA 17331 www.esab.00m Fax:1-s0tf�44�811 Phone:1.80 InESAS AS WELDSD CO2 88500 611 92500 638 26.0 MAX TINSILS(Spa) : DATE : U9/19/UUo PACK : 1 0 248000127 ADDL. CBIIlISTRY .02 1.70 .84 .009 .004 .O1 <.01 .03 .02 .02 K. K. W&w* &*wwkw,, Q.A. ftw#W . 4v JAN—Ili—�W3 1 r7 a 55 i(QT111 Company: welders Name:. wekling Process: Positlon: - Joint Procedure SE mateft1s Specs: Joint Thickness: Specfficdon No. r Description: Appearance aAT Typo N!A Fillet Sipe: Fracture Test Root RIM I.D. 0-1 Preparation & wok Test conducted by we certify that the and tested in acc:oi custcmw lAJ-Ll IT Itbl il`u as irixCbl wa .w .-- -- QUALITY TESTING & INSPECTION ORUAL SRAILSOFRD I.D. ir%. STAMP #0 I —AUTfl VERTICAL - 36 Wekgng Progression: UP'WARA ---a- PM Ira Wh& . 21 I ?I no,"-] IaA-r1` S A36 CARBON STEEL Backing : PLE11E _-- Diameter & Thickness Qualified: �M TM'[TEn FILLER WIML As-.20-7'9 n: E7J.T-1 FLUX Shielding; VISL jAL INSPE=fbox %KI SFACTORY undercut SAT I SF'ACIgRY POWSItY SAT Y F [GUIDED BEND TEST RESULT Rwift I i;;;Mm� - I FILLET E N/A MASSED Remo s8L STEEL WitrteV E '"' - Test No8 ernerft in this record are correct and that the WOW= test was prepar9d, "Wed ce with the requirements of AWS 0I.1-se TOTAL P.01 liCl.—.L C—GW= 17. 40 U1.R-[{_ 1 I f ICJ 1 1 I`lu CW 4 r CJ l 1 CY.r r. v a oil QUALITY TESTING. & INSPECTION MMLIDERoWELDING OPEOMR 1 iV RgCORD Compaq: Welders Na1n$: NAVAL BRAILSFQRB 17-9286/STAMP @ weidir�g�Prvicess: __ . TM: . POD:. FLAT - 16 Wetding Pmgression: N/A Jcint,ftcedure Specification No. 9 WeA OF Flguro No. �. materists A3S ., 6at;idng Strip: YES .4::., . Joint Thickness: Diameter & Thickness Qualified: ,aw,,_, 00T.60 WT;r, 1:aw' 7SP #0WQr1 As _ Pp.� .. Ctessit;cation: E 71 T-1 :.•17:s• 'DxA. FLUX CORED WIRE O .: Descrip�on:,:- . '� CB Shielding: . DUAL 1N3jPFCTI0bj Appearance undew PoroSity —W .issocz"y Tyke' Resutts Type N/ Reavna FILLET TEST RESULTS :villet %VW : ;: 'Macrotech: _ Fracture •TestTImt Penetration: N/A RA IQGRAPHIC TEST RE U M r4(1 r 1b.' RsSUts Remo is Ph 1.o. Results Remarks 0-1 PASSED Preparation A-Wel ft witnessed by -test oond�d by CLYDE F I GGS -- AT I LEVEL Ust N0. uses-ee We certify that4he statements in this record are correct and that the welders test was prepared, welded and te0mi-in.amordance with the requirements of Di _ t -AA A AWS D1 _ K- 6 Date 12-ll-ee Custt�R'@pr�lsetttative' �. aonror..d ..... _ . . . TOTAL P.01 f•Ylr�.w�M1• ✓�f�W�•�.. �Y�..• • w wrwww •� .. .�. � I� r �•�J`��� . �rrw��rYw••r� .r-. .. - R TU OE =.Qt QUALITY TESTING & INSPECTION .A1Ci ns:Q_WFLD1NG OPERATOR QUALIFICATION RECORE _ B&L STEEL Company: DAVIS I.D. No. - - TROY D. Welders Name: FCAW Type: S emi-AUtolllati C Welding Process: , _ Flat - 1G Welding Progression: _ .-5 Position. 8-U2a-GF Figure No. _ R 10 Joint Procedure Spedficatibn A36 o. Backing Strip: Yes Materials Spew ' • Thickness: Pla+o — Diameter & Thickness Qualified: Joint Thickne FILLER METAL E71 T-1 NoA5.20-79 Classification: CO= Specification. Shietding: Description: 1 /16" o flux cored wire VISUAL INSEECTION Appearance _ Acce table Undercut Acceptable Porosity iincn Qr=mn- TFST RES-U.—LI-3 Macrotech: Fillet Size: Fracture Test Root Penetration: RADIOGRAPHIC TEST RESULTS, Film I.D. Results Remarks Film I.D. Results Remarks 0-1 Passed B&L Steel Preparation & welding witnessed by _ QTI Level II Test No. Test conducted by K. Chorniak n this record Ne certi�i that the statements c • are correct and that the welders test was prepared, welded and tested in accordance with the requirements o Aws o. �- & Aws o �. 5- 9 5 D t 7-11-95 y customer Representative 10/26/2005 17:45 FAX 801 785 112Q' QUALITY TBSTBINSP. %w vv& QuALITY TLS'1'I4G ffi INSPECTION� ,�Wed ass sown Dw Fes: (801) 785-112D WELDER -WELDING OPERATOR QUALIFICRTION RECORD CQAI mys BAL STEEL NaW.- KEITH HOLT ��.+..� STAMP #0 .rp,iNO PROCES.�t FCAW SEMI -AUTOMATIC FLAT - 10 OA"ZNB�Paliffismamt, N/A .11D1/VT AR�IC .�DLlRE sPECIFICgTZON NO. D-UBA-QF Elmn WA if 4.21 mATERLA—L8 amff s_ A36 molm srRrPa YES JOINT TNI m, 1" PALATE DZaNETER 8 THICKl1�.fa� Q-aLIFZEI)L UNLIMITED .� • ., r N.4• Mig Is I L 41-1 Fl LEff Nk' & AS.. 20-79 E71T-1 .045" DIA. FLUX CODED WIRE GO= VImo,INSPECT_Z SATISFACTORY SATISFACTORY SATISFACTORY GLIDED EMEND ZFSr RESULTS N/A FILLET TEST RESULTS_ NIA pREPAMTx4Af &WELDr WUKEVIN ghIM DIxTH � DAL ATISTEEL LEVEL II r�T c�1V�11= ) _ r ]''LC "T NO. s 0808-03 WE CERTIFY THAT THE STATEMENTS IN THIS RECORD ARE CORRECT AND THAT THE WELDERIS TEST WAS PREPARED, WELAED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OFs AWS D1.1-04 . DATEi • ': NW-16-2003 16:23 QUALITY TESTING & INSPECT 801 785 1120 P.01i01 TI QUALITY TESTING & INSPECTION FAX (am) 7ssI120 WELDER -WELDING OPERATOR QUALIFICATION RECORD ommel 89L STEEL hfEL.DERr s /YAMEr KEVIN JEPPERSON Z.D. ND. Nap ING 14t tcssl_ FCAW TYP .: SEMI -AUTOMATIC �asrrraN� FLAT - 10 W.LD.r PRQGREiRS DNS h1lA .l=T FRDCEDLIR6' BPECIFZCAr_ZQN NO. a D-USA-OF FIC3Ll�NU,� 4 M 21 l�R�TE�??AL.�3 StQEC3r A36 DAcxM sTRrair_ YES JOINT THICKNE539 i" PLATE DIAxEMR & rALLCfiNESS QUALIFIED: UNLIMITED [�L-LeWpT aE'gCffZPTID/Vt ._.. _._ 9HZELDIN9a ,QPPRA/TA/YCi.. {ENDER rz P0R03I TY, FILLER METAL AS. 2®-'79 E71T--1 .045" DIA. FLUX CORED WIRE C0; Zr ffM INSFECT.FFJN SATISFACTORY SATISFACTORY SATISFACTORY GUIDED BEM TEST___.RESU1L1'R N/A FILLET TEST RESUL T3 N/A ffim�l;lls Lzc_ TEsr_ REsut � ILm I. D. s 0-1 PASSED FFLM I. D. RESUL T5 o [?EP� RRATO1V .�w.l�i�1Y JAY: R&L STEEL TEET__ CQNDU _ EDP CLYDE SIGGS - GITI LEVEL It TEST ND..r 0632-93 WE CERTIFY THAT THE STATEMENTS IN THIS RECORD ARE CORRECT AND THAT' THE WELDERIS TEST WAS PREPARED, WELDED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF1 AWS Di.1-02 1 2— 9 _ - ,. C.N' TLIMER REP . ESENTI,M,&iirr.�nwwrwr�uiwwn� TOTAL P.01 IIJ QUALITY TESTING &INSPECTION w Company: S&L STEEL SCOTT JO NSON welders Name: �.D. NO. �sMAw Type: MANUAL 111feidirlQ Procen.. FLAT —1 G Posldon: AA/ Welding Progression: Joint Procedure Specification No, D'�VGi7 Figure No. � w 3® Materials Specs: 6addR9 gyp' Joint Thiclaness: 3/89' PLATE Dlemeter & Thickness Qualified: Up THRU 3/+4" FILLER RR METAL E7018 eificsfion No.1 A& 1.-e1 Cias canon:. _. _ Spe Deswipfion: ShlekAng: VISUAL INAPED110N Appearance SATISFACTORY UnderM SATISFACTORY Porosity 1514 4 : L #I -t-:&I-M v "111 fl SATISFACTORY N/A FILL ET TEST Fillet Sire: Macrotech: Fracture Test Root Penetration: %&L STEEL. Preparation & welding wltne6R Test conducted by Test No. We COON that the statemerns in thl9 record are correct and that the welders test was prreparod. welded and tested in accordance wttlA� rneiqunis of Dah - Customer Representative TOTAL P.02 jLL_1ej-2oos 18: 53 QUALITY TESTING & INSPECT 801 7Eb Zino QUALITY TESTING At INSPECTION T11120 West 1 u South un,* n, Utah 84m (801) 785-1111 FAX, (801) 7WI120 r.wedevia WELDER -WELDING OPERATOR QURLIFICRTION RECORD CQMPIp1VYr DAL Steel WiELI�ER• l�tgi, RON MEASOM .■ D, Y ' MMJ)M oR ss, FCAW Yam. BEMI-AUTOMATIC �IT,� VERTICAL - 30 &iELDIN9 PROD ES3.IMr UPWARD .TENT EN-02-,IRr�E RD9=Q_arZBN NOD.: B-UEA-QF F-'Zvm - An i 5.18A pmEM ALBS A36 Hamm BT,,� A36 .,lAfT THICKA 1" PLATE pmaZ R A THICKNL QLa,3Es UNLIMITED '.-- go IF i-iii FILM Z.D, #, ®--I A& EO-TS E71T-1 .645" DIA. FLUX CORED WIRE Celt RZOVAL LOW SATISFACTORY SATISFACTORY' SATISFACTORY �RERARAMW A i &D_1_AIG b9 DW5, D , jaYs DaL STEEL Y WAYNE BREWER.- QTI LEVEL. Il TEST N►e. 0551-85 "act _411t§ CIA, WE CERTIFY THAT THE STATEMENTS IN THIS RECORD ARE CORRECT AND THAT THE WELDERIS TEST WAS PREPARED, WELDED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS QF: AWS Dl-1-84 D-A.TE i ®T-12-85 92" 85IsmFJvT9TT VE: cuammirR piworpmra r r roc • I"F#C-13-�10103 lbw �10 1T I wum"l 1 1 IaAI aIVA a a.ww w. QUALITY TESTING & INSPECTION -WELDING OPER R QUALIFICATION RE Company; S&L STEEL STAMP T Welders Name: I.D. No. - Welding Process: SMAW Type: MANUAL N/A Position: waiting Progression: Joint Procedure Specification %6 s-URA Figure No. Materials Specs: Backing Strip: A368 Joint Thickness: 3/a" PLATE Diameter & Thickness Quaiifled: UP THRU 3/411 Speclflcdon No. Descriptlon: — FILLER METAL A5.1�81 E7016 a /1 Classifccadon:too mrVROGEN Shlolding: VISUAL INSPECTIQiV Appearance w SATISFACTORY Underm SATISFACTORY Poro9ity SATISFACTORY NJ : 1711, 1 Rik 1 *;-.1 a V :&11111 ryps Res�6 7YDs Rem►tle Fillet Size: Fracture Test Root Penetration: EILLETTES.T RESI1LTB Nlecrotech: N/A RADIOGRAEHIC TEST BESULTS Ffkn I.D. Results Remarks FIRM I.D. Results Remaft 8-1 PASSED Preparation & welding witnessed by ECONOMY STEEL Test conducted by CLYDE Di OQS --SIT x LEvELTort No. 1 mg-0 2 We certify that the statements In this rewrd are correct and that the welders test was prepaWs welded and tested in accordance with the requirements of Customer Representative Wy 0 44&f4C"* OTI Representative CIT 111 QUALITY TESTING & INSPECTION WELDER-WQUALIFICATI10H R=BQ COrriWY: S&L SIEEL T/SSV 48a-88-6855 Welders Name: • MARK P ROUTY I.H.W.- V�@EdA T� • - Weldln Pr+oc9ss• ... FcA TTC FLAT - 10 y��� pr+o�r+esslonM�A Position: Joint Procedure Specification No. R-UQA_01F .- Figure No. YES A38 ��� gyp: Matedtdl6 Spew: S�i�ed: M I TEA Joint ThIdness: z a1 A-rE - M=eter & T1*ftW Qu FILLER MUAL Speciflcstton No. A5. a6-79 OksWcdon: E71T-1 Qescripdon; f i Shlokft: yjauAL IbWECTI AppeaMnCe SATISFACTORY ullti6W SATISFACTORY pprp SATISFACTORY GUIDED BE"!n TEST RFSU! TS Nia FILLET FTTEST EJESU H/A Fillet Size: Fracture Test Root Penetration: PILO • ;I M ■ ..00��� Nor: r I Ir-Ir 10m; "M 9-1 GASSED Prepwdon & w81d1n%&" i 8bL STEEL Test conducted by Teat No. We certify that the statemera in this record ere correct and that the Welders test was welded and tested In accordance with the requirements of AWS D 1.1-06 & AWS D 1. 5--'96 Customer Repmsentative TOTAL P.01 09/02/2005 08:37 FAX 801 785 1120 QUALITY TBST&INSP. to001 TI QUALITY TESTIriG &INSPECTION 1120 West 135 South I LOWI I Lnafon, Utah e1042 (801) 78rr1111 FAX (801) 785.1120 WELDER -WELDING OPERATOR QUALIFICATION RECORD C,flpANY:, S&L STEEL WELDERF JOHNATHAN L. RANDALL Z, & N04, r L 14EL.DXNS 1a 9`Sr FCAW Elm SEMI -AUTOMATIC AiOW TZDN : FLAT — 16 try'► h W_ _M(7GRE55IQN: N/A Z=r. MDWDCArroN NO.:, B--USA-OF FZZM AM, g 4, 21 daMULS RRECR: A36 96MIM BralEA YES JiIZW'T THXCKN,bESS: i" PLATE LAM URLtFIED: UNLIMITED FILLER NEUL SPECrFtCArON1VD._ r A5.28--79 iG`L�i9ESFICATldNi E71 T--1 DESCR.t�TtC�Nr .045" DIA. FLUX COOED WIRE COL. R GEr SATISFACTORY LUVDER,CUTs SAT x SFACTORY SATISFACTORY ffUL'1ED BEND TEST RESLIL. TS N/A FILLET TEST RESLlL TS N/A Rj9DZQ6flAF+ t E eLM.,..1,,.a.t, S-1 REST L TSr PASSED F�RE�IARATION WELDDR 141 ZWSM y, H8L STEEL WAYNE BREWER - CITY LEVEL II TEST ND.: 0558-85 �9it+3\ =Cl WE CgRTfFY THAT T14E STATEMENTS' IN THIS RECORD ARE CORRECT AND THAT THE WELDERVS TEST WAS PREPARED, WELDED AND TESTED IN ACCORDANCE WITH THE -REQU I REMEN%f$ OF s AWS D i. i —64 D-A07--12-85 GITr f�EIRREENT�iT_.�'VEr...'_�_.._ ----- rm0pv0lllgl• "go* j .. , EN rA TI VE: L Qrj] QUALITY TESTING & INSPECTION WE ALIQUCATION RECORD . ) Company: g a GT MI Welders Name: GRE0 SAPP ax/4528-94-8248 Welding Process: Type: Position: VERTICAL — 38 Wskring ProgressionuPWARD Joint Procedure Specification No. D:use-a-aw Figure No. Msterlals Specs: A36 CARBON STEEL Boring SMIr. YES Joint Thickness: , 01 AXE Diameter & Thickness Qualified:MgrmY:FE-D FILLER METAL Speciflratlon No. AS. 28-79 Description: 1/1 " DIA. FLUX CORED MARE clessmadon: PUT-1 Shleklinp: -, CD2 VISUAL INSPECTION Appearance SATISFACT©RY Under+alt Porosity Type Raub Type Remb Fitiet Size: Fracture Test Root Penetration: FJLLE_ TLES1 RESULTS p/p Ma rme h: ■ M ■ ■ Filet I.D. ResuIts F'en I.D. ReMb Aomaft 0-1 PASSED Prepardon & waking witnessed by HAL STEEL Test conducted by KEVIN SKXTH - QTI LEVEL I i Test No, 044E-91 We certify that the statements in this record are correct and that the welders test was prepamd, welded and tested in amordanc:ee with the requirements of AWS D1. i-08 & AWS D1.5-96 Date _ 88--38-�1 t Customer Represent five n*n TOTAL P.01 1'M-R�IJ-GOaJ 10 � JIO I 9 1:WT1 001 fCR:0 11GIv r . vo- Vj QUALITY TESTING &INSPECTION I&ELQERnWELDING QPERATQR 9jjAL1F1Q&T1Q&RECQRD Company: S&L STEED. Welders Name: GREG SAPP I.D. No. STAMP Z Welding Process: SMAW Type: MANUAL, Position: VERTICAL — 30 Welding Progression: UPWARD Joint procedure Spedfication No. 8—U28 Figure No. Materials Specs: A36 Baoldng Strip: 4.38 A36 Joint Thrdaiess: 3/8" PLATE Diameter & Thickness Quaiifled: U2__ YHRU 3/411 Spedficetion No. A5 • i -8 i w CtaggltiCetion: E7818 Description: Shielding: DUAL INSPECTION AppaW SATISFACTORY VrIftrW SATISFACTORY Porosity _ SATISFACTORY TWO Rewpt TWO Reeuka Fillet Size: Fracture Test Root Penetration: FILLET TEST RESULTS N/A Macrotech: ■M on d;1 *112E FiM I.D. Results Remaft Film I.D. Results RQmfift 0-1 PASSED Preparation & welding witnessed by ECONOMY STEEL Teti conducted by _ CLYDE RToos az TT 1 F11F� Test No. We certify that the statements in this record are corned and that the welders test was prepared, welded and tested in accordance with the requirements of Customer Representative Date __ - nm Rmwm ar" ' A TOTAL P.03 JLL-09--2002 13 a 24 QUALITY TESTING & INSPECT 801 785 1120 P . 01/01 QT1 QUALITY TESTING & INSPECTION LD.EffiNIELDING OPERATOR gl)ALIEIP"N REC0139. Company: "Do S:Frviv Welders Name: RYAN WRIGHT 1, .Top W-58O 529-96-0732 Welding Process:_ �_ xr cAW TM: Position: ' vertical-N Welding P"rmian: upard ' • _ - ______ Joint procedure Speciflcation No. Figure No, it. at Materials Specs: A36 Bawng gyp; ,- - ,,.-YEs,�- Joint Thickness: i of lag ATE ,-- Diameter & Thickness Qualified: ELLER METAL . Speciflcatlon No. A5.213 -79 C[essifla on: - Descripptlon. 1/i DIA. FLUX' CORED WIRE Shlelding: COZ YIS-UAL INSPEGI tl'**k' AppearanCO S _ T19FacTnp.Y Undercut Porosity 6- A;;8r-AG:F0R* [01111:4 ovi 9No i FILLET TEST RESULTS N/A Fillet Size: MaCM100h: FrMure Test Root Penetratlon: Preparation & welding witnessed by RTN. STATES STEEL Test conducted by KEu s w -qM T TH = nY LEA.. Test No. We certify that the statements in this record are comsat and thed the welders test was prepared, welded and tested in accordance with the requirements of " Date Customer Representa0ve24meA,&A / - f- IF JV1 TOTAL P.01 F°�'I QUALITY TESTING &INSPECTION um nFR.wELDiNG OPERATOR QUALIFICATI11 Jmpany: B&L STEEL RYAN WRIGHT #W #523-3E-0732 Welders Name: I.D. No. Welding Process: FCAW Type: SEMI -AUTOMATIC FLAT - iG M/A Position: Welding Progression: Joint Procedure Specification No. e-U2A--GF I Figure No. 5.18A Materials Specs: A3E Backing Strip: YES Joint Thickness: I is PLATE Diameter & Thickness Qualified: UNLIMITED FILLER METAL A5.20-73 Classification: E71T-1 Specification No.17T6 INQiKh Description: Shielding: Appearance Fillet Size: VISUAL INSPECTION SATISFACTORY Undercut SATISFACTORY Porosity GUIDED BEND TEST RESULTS Type. Results Fracture Test Root Penetration: FILLET TEST RESULTS Macrotech: SATISFACTORY M/A RADIOGRAPHIC TEST RESULTS Results Film I.D. Results Remarks Film I.D. Results Remarks 0-1 PASSED Preparation & welding witnesr�% s8L STEEL KEVI Test conducted by Test No. . We certify that the statements in this record are correct and that the welders test was prepared; welded id tested in accordance with *the requirements of AWS DI. 1-98 R AWS D1.5-96 Date Customer Representative QTI Representative r4l U = C2 Iq ftw BAR MILL 6R01/P 1VIill it Report P1 YUiN IT41 1111/IQIAw ff•Y►(nn7V jq 1N LjQ, 9mp1 AM Ay AA.S. Mt77Pffii "` t ssgw tow: scans so $am co sxmlp 208 ww as -no sessst /!aL 00 carets io s EF5376 0.0.0. 260 300 as; lies mom DILL M LAU M s 45561 6PAM= OOOz. VT 14660 anzuw OOlT, vi s4660 0 1 9/22/95 Ztm Dssosiyt4m tests Tis14 Z c It 0 • si ca ti Cs 9 so b otads P.M. V.S.Z. t on R/lt 3/16 ! 1 1/2 F&W UK 256402 45,563 64402 29.0 00 .12 .60 .017 .041 .20 .37 .00 AM L36-03 a6Misa36 46,038 64,600 29.0 .256 .10 .005 .021 , .005 3/0 Z 2 PUT sas 256363 47,758 60,214 31.0 00 .14 .69 .020 .034 .22 .41 .09 AM A36-05 Aslas136 46,921 67,654 29.0 2.550 .15 .005 .024 .005 3/0 Z 6 F&M UK 156531 A$= a36-03 a6ay36 52,440 73,356 31.0 00 .15 .06 .019 .033 .24 .46 .09 .0 .003 .033 .005 52,521 73,302 32.0 7.650 3/0 2 6 /Lid Y! 156534 am A36-05 Anum 36 $2,334 73,532 33.0 00 .15 .77 .017 .033 .24 .37 .08 .14 .005 .034 .005 52,s4s 73,606 32.0 7.650 Soou J. La Naw ws Cismr m" MAL lMOCsOj�a. zomwZIR M==w 00cL ZM ?ti nlrM STAM - j" cw =O alatal 22000cm IO aDi list mcma sum Am s - Awo nmws C,� smDocso ass sass. )F � I - IqWF .0 'FIRSTCLSS SERVI{.'E Double D Bolt Fax: (801) 765-0855 Dcar Garrett, Porteous Fastener Company BOLTS NUTS SCREWS WASHERS CORPORATE OFFICE 1040 Watson Center RaNd, Carson, CA 90745 (310) 549.9180 Fax (310)9?5-N 15 K-%w.porteousfastener.com March 17, 2005 You contacted our Salt Lake office and requested that l write to you concerning specifications under which we purchase our F-436 WAS)MM . Firstly, our products are purchased tospecifications, where applicable. Our Purchase Orders clearly state that each product supplied to Porteous Fastener Company is :o meet the proper specification as referenced in the Industrial Fasten Institute manual for that product when stich specifications exist. F-436 STRUCTURAL WASHERS-(ASTM F436 ) ( HOT DIP GALV TO ASTM Al53) Secondly, we. require mr;i cations from our suppliers of all products Grads 5 or better. A325 Structural Bolts, Grade 5 Hex Cap S:•rews, Grade 8 Hex Cap Screws, ASTM .Ai94 2H Hvy, Flex Nets, F436 Strucxartt] Washers, Grade 8 Finished Hex Mats, ASTM A193 Grade B7 Thfm.dM. Rod, SAE H Nuts and Grade C Hex Locknuts. These certifications are on rile at Porteous corporate office and copies of saw are available to our customers. We trust that you can be confident, as we are, that the product fimiished to you meets specifications. Please iet me know if we tan be of Ai Cher service. Sincerely, Aldo Chew Inventory Control Cc: Ue - Salt Lake Porteous Fastener Company BOLTS NUTS SCREWS WASHERS CORPORATE OFFICE. 1040 Wamn Center Road, CE sin, CA 90745 (310)549-9180 Fax t310)835-0415 www.porteousfastener.com September23, 2003 Attn: GARRETT Double D Bait Fax: Dear: GARRM, You contacted our Salt lake office and requested that I write to you concerning specification, under which we purchase our Heavy liex Nuts. On your PO # Firstly, our products are purchased to specifications where applicable. Our Purchase Orders clearly state that each product supplied to Porteous Fastener Company is to meet the proper specification as referenced in the Industrial Fastener Institute manual for that product when such specifications exist. (ASML / ANSI B 18.2.2 and AS'YM A563, Grade A) Secondly, we require certifications from our suppliers of all products Grade 5 or berter: A325 Structural Bolts, Grade 5 Hex Cup Screws, Grade 8 Hex Cap Screws. ASTM A194 2H Hvy, Hex Nuts, F436 Structural Washers, Grade 8 Finished Hex Nuts, ASTNI .A]93 Grade B7 Threaded Rod, SAE IG Nuts and Grade C Ilex Locknuts. These certifications at-- on file at Porteous corporate office and copies of same are available to our customers. V1re trust that you can be confident, as we are, that the product furnished to you meets specifications. Please let me know if we can be of fuither service. Sincerely, Herbert Recinos Inventory Control Cc: Dustin— Salt Lake m u C o R Mill Test Report 1&C R - PI.YNOWN I# AN 1.8.0. 9001 AND AN A.S.S. CM1713D W114 Requestor: BGLU BAR MN1LL•PLYM1ourH Soles TO: P17TSBUM-DO 140INS STEEI, CO SHIP TO: PIIRS6U1W-DW 1On= BTU, CO CUS70m PO#= srso2l P.O.&. 280 300 RAM 1100 YOM BILL Or LADING: 31290 SPANISB FORK, UT 04660 SPAKIAH Pau, UT $4660 DATI: 4/13/OS Item Descripti0o But# Orade 1/2 E 5 1/2 FLAT 8AR 1S1324 ASTN A36-05 ASNBSA36 1 X 3 FLAT UAR 147704 AM A36.05 ASKISMS 1 1 3 FLAT BAR 252341 AST94 A36.OS ASMLUJ 6 LA MR ROM 1S1946 AS77N A3 6 - 05 ASK SA3 6 1 1/2 MR ROUND 151969 ABTN A36-05 AS1MA36 3/4 Na RO1J102 152161 AS" A36-05 ASKUM6 1 1LR ROMM 152170 ASTH A36-OS ASME9A36 Yield T=Aila 22ng c NQ P 8 A N Ni cr V 110 Nb F.B.I. P.B.I. % •• Nt/Ft 45,940 97,906 33.0 00 .14 .00 .011 .026 .28 .42 .14 .17 .00S .022 .005 46,255 64,144 34.0 9.3S0 44,638 57.190 21.0 00 .13 .62 .012 .019 .20 .26 .09 .09 .007 .025 .001 44,433 67,600 31.020.200 46,023 71,013 30.0 00 .16 .82 .009 .029 .10 .31 .04 .13 .005 .019 .005 46,496 72,226 26.020.200 53.233 75,186 2S.0 00 .26 .02 .014 .026 .20 .30 .11 is .005 .030 .005 S3.159 74.93S 26.0 4.272 31,017 75,497 25.0 00 .15 .20 .016 .050 .18 .10 .14 .25 .005 .037 .005 S1,482 75,303 26.0 6.008 S5,174 77,301 25.0 00 .18 .77 .022 .031 .23 .41 .12 .21 OOS .024 .005 54,721 79,192 24.0 1.502 50,070 70.777 23.0 00 .14 .70 .012 .031 .23 .32 .13 .12 .005 .033 .005 50.502 72,121 24.0 2.670 M= CR3ITIFr THAT ALL NANOFACTURI3NG PROMWES, INCLUDING HELTXW OCCURRSD EM THE UNITED KICAAEI, S. VERNON STATU. ALL OF TUN MATERIAL PRODGM 19 HADN FROM SCRAF STEM AND IROV. ALL PRODUCTS PRADUM AU MELD FREE. PLANT METALLURGIST QUALITY ASSURANCE MANAGER to, = 2 ` XX-15 ?8 : 45 COPZ'ER STATE BOLT S NUT } 18017550855 i :-F.E. •:�-: ::�:���:�:�' •�'�' -�ei''t��'#C�i� a���'�i�:�'�St R-eSu�tS�- :::::':: '•��. F2 GV;iQ038�aT="�i:Sl< 71s t�:'tl ' °I E 'S:R Q(Jtll,@3ii&Y,6 kQ :� 1 -RR Jun 24 2005 114SPH HIP LAIERJE7 FRx P'4 SoulhWW MOW TruUng Corp. Certification Order No.: 32418 - DoU: 06/23/905 IL 274 Entry Daft: M/08/2001S Sm4h Pipe E Steel Co. Pape: i of 735 North I Rh Avenue Purehm Order No.: 10.12833 Phoenix AZ 85009 Pn o W np ldat Rim 384718 Ulft is 4140 We in sly b WOO You WA the IdlawbV ftni afar, MT0241 W •PEC�IC�TiCINI A168"OT!!l1604 GR.100 Pounds 4505 "(adsn KID 28. 9NNAL. HRrdnm HRC 32, ................ Teta� Nud Wong% I11A% _._. TUMM-142,600 12LICO 17% ds.a% T0oft-143.1100 1242OO 18% 64.,$% OW 1 Ps+s► m-. InduaWn I Idqu(pinent 0: 156W"F LICUU3 QUENCH dbps: Pm o l Tamper &wjp mt& 111MOF 1HR PER INCliOHF.AT 2KRG MIN daps 3 Pmam; SII'IZI mm tquwr4nttt MACHINE OTIMIGHUN Sap: 4 P(e w -. Yost 5s"ple e4U%x Rt Ile LAD PC saw TA TmNI'TY TOMNO TENSILE Tur PER SPEC 172pq�f� 11110160 v P. G/C Acuilwow mew Tred4o Corp. pkw: T • . of - MNM f...i.�. I^ Aw. :*. 2N P: -M r t: - M1� 0 SMI—TEXAS V& Mt10y cwrwr aw raw" ?MtM.% lervtsfiae •err aaa �RAiI>1LQ aa� Go�Oiurst b ttua �epatetf yttdc P. O. ttx 911 CF-kTiFIED 1MLL TEST REWAT Seguin. Texw M564*11 Jew aambM%dapJm rail 10" 37200 lRM7 ar.A,� vans" 3. scnachlt tl wWAawart w Ainra m MEAT MM* 241361 SECTU3* 1O 1 11 btWW M 31.7sm n s SAM GRADE AI Sa 4140 SMITH PIPE a STUM M N.191N AVE PROENM. u e6000• [.`NE CCAL ANALY&S blECitl><iiCM . _t . _ _36 C 0.39� pin 0-0% VIWd SMengft P u.eto T"10 SUMP $ 0.01 E101fQAfi0i1 Si 0.19 Clauge Lieftg(h cu 0.24 Reduc is n of Area GY 0 A*: E3and Ttast fit 0 07 Memeser Mo a .1 as Charpy hnpad Cb 0.001 Test T emp V 0.028 Sample size Sn C .010 Oriealalion 0 C.0904 Hardness 169 W-4 'n C.WL E C. Eq. WAY"PIPE & tiTEEI M 1r19T4•[AWA FF TPIC 3W PHODOX. AZ es0M PROPERTIES TIM 1►+i.UrtG_ t6tPERIAL —� METMC JOMW AE'. MIS - Radbwi C hardrMs M /JMN MM I laMft O OPOM SIZP 2 3 •T 5 6 T_ 6.. 9-- 10 11 1� MEEiHQD �aE"iMi7 ASTUEIV i la IS, Is i7 10 t9 20 x1 22 23 24 FW-SMT TYPE 7IL saF sHNM• 101472"66 Fn r- VrMa INV $: CYST POW tU-123W OUST PJN: IIrlt-iit& j AMU esei 04CWSION AAING AST11 E45 A A 6 G 1! Ftic-a Ni 2.s 1 no 1 2 1. T 100% LWLTED AMD M MUrACTIMtED W THE USA AND FREE DF MMURY COW MtlIV►WICW 01 THE PROCESS REOARKS: -tlltls nA11TERm. Rwp T !s ne maU01wmf IV1 S rm apwwICATIONS ASTM An ANO Am bs assna wit) c:..._..! AP7t-OD-2U* Oar.M FMw 1 OF 1 . • • .. - • - - ,r • VrVr• 1 IL- • 1 r r- r -Q?owers F A S T E N E R S "wars rr.l.n«s. roe• Fri -Jay. April 09. 1999 = hw414111 Sqssr• 1"W Roaftwilo, HT Powers FarVerers Sait lake City USA +01111o`1 2212 S W Ternple 04 gait Lake City. UT $4115 ir��pt+oa«+ /•(Oi4j i!d•�)04 Fall- 1.1114li) 1117"441s - Alin Mr Bruce Burnett "orb 411tw. „ wow puw*rs corn CERIIFICATION FOR 7400 SERIES POWER -STUD.", ANCHOR CARBON STEEL VERSION Thd purpose of this letter Is to list the materials used in the manutacture of the 1400 Senesr carbon steel Power -Stud Anchor (formerly known as the Rawl. Stud). Tne anchor meets the descriptive requirements of t;;SA Specification FF- S-32S. Group H. Type 4. Class I. R is listed by Underwrlter's l_aourstories. approved oy Factors Mutual and listed in 'CHO Rooc;rt No 5220, The anchor tr.)dy is made from cold drawn AISI 1018 carbon steal for the 1W through 3/4" diameter* (length# up to 7"). For the 518" or 3, d" diameters longer than 7" and a;t the 718' through 1-1►4" diameters, the anchor bocy is need• from AISI 121,14 steel The Inteflockfng wedge's ire tormed from AISI 101U tempered. cold' rvlleo carbon steel The nut9 are commercial grade steel meeting ASTM 563. Grade A and the wssharg are AISI 1.110 carbon stee meeting the aimensivnel requirements of ANSI 818.22.2, Type A Plain The anchor is plated wrt'i commercial zinc and a clear chromate treatment according to ASTM f3633. SC1 (Fe/Zn 5) Power -Stud Ancthors si,spplied by Powers Metal Manufacturing Company la subsidiary of Powers Fasteners. Day Ind:is(r+es. Inc ) are domestically manufactured. If you require additional r;ertificetions, please cc.nta;.t your local Powers Fasteners' t)ranch office Very truly yours Powers Fastener Inc � r Cherie$ Sukhraj Customer Service Manager �..r�M�r.wwwww.M�ww.�li iwI------ ars is sci ass LL sit oIY sKo _ W% wsisea sX� M�X'id KI! nwlY9li Im-oo - OWN SS IU m 068IE 0 d Et m 099TC lod EI coo'"t I JMGW:tsi_ z wou dwom unnommmmmm wlra—mommas Wumcmo� ewau=L%Wm 1wmwm l�0 NM 7YrOI11QLL JL oleo- .m •sum sari mo allw an am a Od OIs Z`�1f1YY� ots ms of s7o Dw ■iftip 0if0pp-W/9.9m Msi'ilirWSt 7MINNA 'am xas IN fd'016lE'OS1 My lWblOi • i0SL0 V��O /1Y17rOMA/��l�:ll�in NUCOR SIEEL - BERKELEY P.C. Box 2239 44 Mt. Pleasant, S.C. 29464 O Phono: (843) 336-6000 N Scald To: BROWN STRAUSS STEEL CO. ACCOUNTS PAYABLE - SIEEL MILL TEST REPORT 8/06/05 18:32.46 100t MELTED AID MANUFACIURED IN THE USA All beams rrodncrd by Nur6r-RArkaleg arm cast and r;llvd to a fully killed and fine grain practice. Shir ToBROWN 51R4V5S S:EEI CO. 2495 URAVAN STREET 180 SOUTH 300 WEST bb AURORA, CO 80@11 SALI LAAE CITY, UT 04101 ed a SPECIFICATIONS! lasted in accordance with Am specification A6/A6N and A370. AASOIO : M270-36-00/M270-50-00 ASME s SA-36 ASIN : A992-04a:/A36-04/A529-03-50/A572-04-SO/A709-04a36/A709-04aS0/A7 Cestr•Imer P.: 456 - 11 B.t•.L. N...: 4CB222 CSA i CSA-44W/G40.21-50W Heat# YiZd/ Yield Tensile ; C Ma ' P ; S ; Si ; Cu ; Vi ' CEi Grado(s) ?ensile (ISI) (PSI) Eloag i Cr ; No ; Sn ; Al ; V. ; 8b + XXIX x ; CE2 ; Description Iest Ratio (MPa) (KVa) jk Pb ; 11 ; Ca ; B ; B ; 2r ; CI = Pcm ' W12s14 -2509199 53900 68200 24.79 ; •0690 = .8090 ! .0072 ' .0360 ; .2290r' .2310 = .0850 ; .2416 ' �y DSO. 00.80, A992-04a .82 385 470 ; .0550 ' .0260 ; .0103 ; .0017 ; .0034 ; .0148 = ; .2029 E-0 W318421.0 .B2 55100 67500 26.43 ; .0000 ; .0013 .0039 ; .0014 ; .0061 ; .0000 ; 4.9393 ; .1418 ; N 015.2400m 380 465 16 Piece(s) Customer Pas 42713 In0 s 0 0 W12ti4 2509196 .60 53400 69100 27.43 ; .0710 ; .8020 ; .0066 ; .0354 ; .2430 ; .2016 ; .0930 ' .2432 ; U 055, 00.08, A992-04a 362 476 ; .0620 ; .0290 ; .0116 = .0022 ; .0038 ' .0152 ( .2868 W31OX21.0 .78 54700 69900 27.89 ( .0010 j .0014 ; .0041 .0020 .0064 = .0000 4.6485 .1461 016.7640m, 377 482 16 Piece(s) Customer Pas 42713 InVI: 0 E W14s22 2509042 .81 58300 72300 27.81 .0670 .8210 ; .0103 .0283 .2240 ; .3190 ' .1160 .2351 p 035' 00.000 A992-04a 402 0 .0790 ; .0200 .O154 ; .9022 ; .0041 .0153 ; ; .2954 k W360X32.9 .81 38800 72200 23.54 .0000 ! .0013 , .0004 = .0020 .0075 .0000 5.6754 w 010.6680sa 405 498 14 Piece(s) Customer PCs 42713 InVgs 0 W14s22 1509177 .62 57100 69300 26.71 .0590. .8220 .0067 .0240 .1850 i .2250 ; .1040 ' .2347 040, 00.00• A992-04a 394 478 ; .0370 ; .0240 ; .0106 ; .0014 ; .0036 , .0270 = ; .2709 ; W360R32.9 .82 57600 69900 27.06 .0000 1 .0012 ; .0036 ; .0018 ; .0074 ; .0000 4.8463 .1329 ; 012.1920sa 397 482 28 Pieace(s) Customer PO: 42713 inVgs 0 W1022 2509118 .79 53400 67700 26.40 = .0620 ; .0530 ; .0086 ; .0220 .1990 .3300 .1010 ' .2480 ; 045, 00.00, A992-04a 358 457 .0440 ; .0250 ' .0166 ; .0015 ; .0036 .0121 ; .2835 ; N U360N32.9 .79 53800 69300 27.76 .0000 ; .001] ; .0011 = .0011 ; .0066 ! .000Q ; 5.6098 ( .1395 ; 013.7160m 371 471 14 Piece(s) Customer PO: 42713 IaV#: 0 M W14z22 2509092 .82 56500 69200 27.65 ; .0640 .8360 ; .0005 ; .02S3 ; .1930 ; .1370 ; .0860 .2383 ; �. 055' 00.000 A992-04n 390 477 ' .0550 .0230 ' .0131 , .0012 ; .0042 ; .0146 i ' .2734 ; .80 55600 69400 28.26 .0000 .0012 .0003 ; .0013 = .0070 .0000 ; 4.4065 .1342 ; MW360832.9 016.7640m 383 479 21 plece(s) Customer PCs 42713 Inv#: 0 H' t0 ,.M A F O M M 6 = v Fq Mill Test Report 3i M - PIM OM tS M I.S.O. 900L MD A8 A.B.S. CBrrn IED IUM Requestor: SCALE BAR MILL-PLYMOUTH SOLD TO: BRM 8TWSS, DIV. Z= T= CO. SHIP 701 BR= STRWW, DIY. BLUR TBR 00. CUSTOM PO# : 42116 P.O.B. 501 1050 ww C831TBR BILL OF LADIM.- 39533 PLBASAHT ORM, UT 84062 LIIMM, VT 84042 DATE: 7/13/05 item Description Heat# Yield Tensiia Bing C Ma P S Si Cu Ni Cr V No Nb Orade P.S.1. P.B.I. 9 8" wt/Ft 4 X 4 X 2/4 2S4986 49,899 69,567 37.0 00 .13 .71 .008 .044 .20 .33 .12 .11 .007 .030 .001 ASTM1 A36-OS ASM8SA36 49,529 69,162 37.0 6.S20 4 X 4 X 1/4 254993 51,246 69,971 37.0 00 .14 .76 .010 .043 .22 .44 .13 .23 .007 .03S .001 ASTH A36-05 ASHNSA36 SO,908 70,848 35.0 6.475 4 X 4 X S/16 155063 40,893 68,129 37.0 00 .13 .77 .010 .045 .22 .33 .13 .25 .007 .037 .001 ASTM A36-OS AMMA36 48,930 60,616 35.0 8.070 Paco& S . YllRIw i PLANT METALLURGIST QUALITY ASSURANCE MANAGER m CIDt'l7" TSAT ALL NWFACTURM PROCRSSSS, ZbN=XW M MTM OCCMMW IN TAR DHITBD RUM. ALL OF MM MATERM PROM= IS MADE FM SCRAP STM AM n0m . ALL PRODI M now= ARE MILD Fm. F TOR O 1 Uu wCLu l llu r ltuuua, e 0 .jvC— U"C.. .,.,�&- r• ucL let ua 1 1 : ucia ti FROM :SWI ASSC Stud Wd&ft Anicwl Inc, an ISO PHI-2m.embeRcoewpo 1 ,toiDL27f FAX No. :4.40-32A.--P.661 ]an. 22 2W4 L2:43PM P2 STUD WELDING ASSOCIATES 45AS72 457363 WKLU d 1 uv g6&X11W1CATION DEFORMED BAR ANCHORS SUR EiIRRT is D- 617 GTY: 4 e 183 PARTI: DA0370144 srsz: 3/9 X 12 FT. DA BAR M61RIC: . CUSTCHrRe STUD 09LDING PRODUCTS INC Pot: 5669 Product Analysis - ASTM A-108 (Latest revision) CSRllsiaD xhTatajAL Bert 121?ORT - ClR MCRL PROQSRTIRS r' c: 0.170 Mn:0.750 $it 0.210 P: 0.00e s: 0.019 Cc: 0.000 Ni: 0.000 No: 0.000 CeaVZrYso MATMIAL vets VA&M - MCRRMeRw Mt091Wr:s2 AI51 GRADE: C-1010 T8N9ILB: 99783 YIELD: 94154 REDUCT20H It): BLOM • It! 2 1N: • CaMFICATS 0! CpI Y074111lCe It is certified these products mete fabricated from material confozming to original and current teeisions of one or more of the following stamMcda: ASTN A496 All testing is in compliance with AWS D 1.1. D1.5 (original document and all current revisions) Stud Melding Associates, Inc., as a Material Nanufacturerg hereby certifies the stud ..uQiding -psodact---in& kstwi*-liar ewith --wow moomfsctured from a single heat (code)-• or material. The certified chemical and mechanical properties recorded hereon constitute a Certified Mat•rlal Teat Report (CMTA) as required by ANS D I.I. ` Thin 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 Asseciatese Inc. Being duly sworn according to law says the information given in the foregoing certificate is true and correct to the beat of his knowledge and betlof. sworn to and rvbscr1b'e/d before no this: 21st Day of July, 2003 AD f /Q� Notary Public# stste of Ohioe U.S.A. ram. M., rW oar Womly L. IfudS l�y�y PIS iae� ao o■hs NNOt DC iND.olyd Slab0f Ohio My Cart abs Eqft fay 2a. 200E Stud Welding Associates, Inc., 01,u JLAII vv l JUJ.PJ 4 ly 1&00V %_.lA 1Ifti o 495522 an ISO 98012000 regbiered con#any 41515 SCHADEN ROAD 0 ELYRIA, OH 44035 ca. - (440) 324 3042 WELD STUD CERTIFICATION 20021275 ULTRA ARC SHEAR CONNECTOR SWA HEAT #: MM-2515 SUPPLIER HEAT #: 829816 QTY: 2, 880 PART#: SCO750518 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 :O.530 Si: 0.170 P: 0.015 S: 0.005 Cr: 0.000 Ni: 0.000 Mo:0.010 CERTIFIED MATERIAL TEST REPORT - MECHANICAL PROPERTIES AISI GRADE: C-1015 TENSILE:70,600 psi YIELD: 56,800 psi REDUCTION ( $ ) : 63.600 ELONG %: 24.600 CERTIFICATE OF 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 st-id 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: 4th Day of August, 2005 AD 60='& Notary Public, State of Ohio, U.S.A. VMW We* L H� am No" PUNC My COM tsslM DPW May 28, 2008 Farm No. PRF 030 DCN No. 0174 Rev. 00 Date: &&02 s1 NUCOR Mill Test Report NUCOR - PLY110M IA A8 I.A.O. 4001 MAD All A.$.A.. CZRTIfItD. K1tJ. Raqueator SCALS BAR MILL-PLYMOUTH SOLD To: PI'i'rB8Q9A71-D3is MO13I:8 OTM CO P.O.S. 280 SPA1Q88 rORR, UT 04660 SKIP TO: PI'i'!s)iQRO➢t-a:8 Nourse arm. Co 300 8A8T 1100 Norm aPAMISH Pon, UT 84660 Ct19'P014t4t Po*: BILL Or LADING-- DAB; srsa:b 11290 4; 13/05 item Deseriptioo Heat@ Grade 1/2 R S 1/2 MT an1S1324 AS1% A36.OS LVMP 36 Yield Teasile sly P.B.I. T.B.I. % •• wt/rt 4S.940 97.909 33.0 00 49,185 60.644 34.0 9.390 C "a P 3 .14 .10 oil .026 Si Cu .21 .42 W1 Cr V No .14 .17 OOS 032 ►m .005 1 13 FLAT BA1 147704 A3 M A36.OS AS1RW G 44,458 44,433 67.190 38.0 00 67.600 31.010.200 .11 .11 .012 .039 .20 .26 .09 .09 .007 .015 .001 1 Y 3 FLAT 8AR 251341 AST" A36-OS ASKZSII]6 46.823 46.698 11,013 30.0 00 72.226 26.010.200 .16 .81 .009 .029 .19 .31 .04 .13 .005 .019 .005 1 1/4 MR ROM 1S1906 AS= A36-OS ASI0ZSA36 53.233 S3,1S9 75,196 2S.0 00 74,935 26.0 4.172 .16 .82 .014 .026 .20 .30 .11 .18 OOS .030 .005 1 1/2 HR ROWID lS1999 AsTM A36.OS ASMA36 51,017 S1,482 75,497 2S.0 00 7S,303 26.0 6.006 .1S .60 .016 .050 .16 .30 .14 .is OOS .031 .005 3/4 HR ROM 1S2161 AM A36-05 ASMISA36 5S,174 S4,121 17,302 2S.0 00 78,392 24.0 1.502 .16 .77 .022 .011 .23 .41 .12 .21 'OOS .024 .00S 1 HR ROCHD 1S2170 ASTN A36-OS ASXKRA36 50,070 50,502 70.771 23.0 00 72,120 24.0 2.670 .14 .70 .012 .031 .23 Al .13 .12 .005 .013 .00S FiIOt!►1ZL s . Vows ov� PLANT METALLURGIST QUALITY ASSURANCE MANAGER Ni C=TIrY THAT ALL NAItDrAL mniO PROClss3s, rwcLuDnc MLt mic OCCuRim ni THY STATW. ALL Or 7,M MATUM PRODQCW Is NADs FROM sCRAP STM AND IRON. AU PRMCZD AU W= rRSZ. c r ma t 1.;-Aaa acts v,tz Double D Bolt Fax: (80 t) 765-0855 Dear: Garrett Porteous Fastener Company BOLTS NUTS SCREWS 'WASHERS CO"O&M OFFICE 1040 Watson Center R:m1, Ca -se;,, CA 90745 (310) 549-9 i 80 Fax (310) 8?5-0415 w ww.porteoustastener.coin March 17, ZGJ-5 You contacted our Salt Lake office and requested that I write to you concerning specifications under which we purchase our F-436 W SHERS . Firstly, our products are purchased to specifi ations where applicable. Ow- Purchase Orders clearly state that each product supplied to Portmus Fastener Company is :o meet the proper specification as referenced in the Industrial Fastener lnstiture rnarrual for that product when such specifications exist. F-436 STRUCTURAL WASHERS-( ASTYI F436 ) ( HOT DIP GALV TO ASTIM A 153) Secoadly, we require certifications from our suppliers of all products Grade 5 or better. A325 Strur na-A Bolts. Gracie: 5 Rex Cap S:•.hews, Grade 8 Hex Cap Serrws, ASTM Ai 94 2H Hv3% Hex Nuts, F436 Structural Washers, Grade 8 Finished Hex Nets, ASTM ti193 Gracie B7 Threaded Rod, SAE 1-h Nuts and Grade C Hex Loc:knuts. These certificatiorm are or. file at Poacous c orWrate office and copies of same are avai]able to our custcliners. We trust that you can be confident, as we are, that the prrduct furnished co you meets spccii'.catiolls. Please !et me know if we can be of further service. Sincerely, Aldo Chew Inventory Control Cc: Lee - Salt Lake PFC AFIRSTCIASS SERVICE Seotemter 23. 2003 Ann: GARRETT Double D Bon Fax: Dear•: GARRE171, Porteous Fastener Company BOLTS NUTS SCREWS WASHERS rrmaa inatm CORPORATE. OFFICE. 1040 Wauon Center Ruad. Cannn, CA 90745 131C)549-9180 Fix ;3;0)835-0415 www.porteousfastener.com You contacted our Salt Lake office and requested that I write to you concerning specification; under which we purchase our Heavy flex Nits. On your PO # Firstly, our products are purchased to specifications where applicable. Our Purchase Orders clearly state that each product supplied to Porteous Fastener Company is to meet the proper specification as referenced in the Industrial Fastener Institute manual for that product when such specifications exist. (ASML / ANSI B 18.2.2 and ASTM A563, Grade A) Secondly, we require certifications from our suppliers of all produces Grade 5 of better: A325 Structural Bolts, Glade 5 Hex Cap Screws, Grade 8 Hex Cap Screws, ASTkt A194 2H Hvy. Hex Nuts, F436 Structural v'vashers, Grade 8 Finisted Hex Nuts, ASTMM A193 Grade B7 Threaded Rod, S.4E Hi Nuts and Grade C flex Locknuts. These certifications are on file at Porteous corporate office and copies of same are available to our customers. We trust that you can be confident, as we rue, that the product famished to you meets specifications. Please let me know if we can be of futher service. Sincerely, Herbert Re;:inos Inventory Control Cc: Dustin- Salt Lake r4u=c3lq BAR MILL MillA_-GROUPest Report PLYMOUTH DIVISION SOLO foil msrsipapu _ 0 mmi ram co Atm To$ RZ11 zmm am= c0 0.0.0. 200 300 mm =00 � sp>R 7=1 yr 14660 fry F=, V= 04690 aoq of t m 0 a AN:AW cvvl� N*t 075401 ■M O0 LAZW s 41371 WME 10/17/OS Ztm Dewcfttioo otaft E"tt TWA m./.Io TWL3AS 2UM m.•.I. too wt/7t c lm m 8 Oi Ch wi cc V no 3b 3/0 Z 0 FIAT MR AM Ass-05 A0mosi30 157525 300432 40,304 60,910 30.0 00 60,720 26.010.183 .13 ' .72 .011 .036 .22 .29 .09 .11 .000 .037 .001 3/0 I 0 PUT US AM »6-05 257494 30,509 30,012 71,795 34.0 00• 71,083 35.010.510 .13 .74 . .020 .020 .21 .26 .09- .12 .007 .031 .001 1/2 I 0 VIAT BU AM= 13i-05 �W 157402 2,233 2,379 73,766 39.0 00 72,724 25.013.425 .13 .71 .022 .044 .19 .39 .11 .20 .009 .037 .001 Scott J. Laurenti C�•� t PLANT MMBTTALLURGIST AL1TY ASSURA= MMAGM NSU-39-R Sloe = CZ12M TM AW6 990c mm, Sao UELTIM oc14 H � a f'Q ulxww smue ma am in masasaL mm000cm ss mm Ism scsa* 97� am MWE. ALL MwDom mio®o= An Ma "m. r4ul=lofq BAR MILL G R J� T� Re rt 0VP HUM - P�'Y�OUTH I4 AN L4_n, IN81 ANQ A.B S ' . TAMIrffi.i. PLYMOUTH DIVISION SOLD sv• 0,3669 Q -tee aD -� 11Dl�I am= o0 P.O.S. 200 3" Baer 1109 sour its 7Ob0 07 04660 b3UU 7=, V! 14990 s4gvslos: scats CO/i'O nos BM76 NZLL 0! LaDMe 45591 D ms 9/22/05 Ztr-OsiStiaa S"tO its" Tma"o slat c Na 0 s 01 Oa s1 Grade t.s.i. t./.t. • •+ wt/7t cr 7 No b 3/16 2 1 1/2 MM Lt 256401 45,563 04,i02 29.0 00 .12 .60 .017 .041 .20 :37 .0s .10 .005 AM A36-05 Ammi35 46.038 94,400 29.0 .936 .021 .005 3/8 Z 2 PUT sai 25013 47,759 60,114 31.0 00 .14 .69 .020 .034 .21 .41 .09 .15 .005 af'1!t i36-05 AMCMU' i 46,921 0,654 2*-0 2.350 .024 .005 3/0 ! i 1La! sa! 15s531 32,490 73,356 31.0 00 .15 -of -OU .033 .24 .49 .09 .24 .005 .033 ANNSM 52,592 73,202 32.0 7.650 .005 3/0 2 i Pta= vs 156534 52,334 73,532 33.0 00 .15 .77 -017 .033 .24 .37 .02 .14 .005 ALM ASS-05 Ass3mui 52, NA 73,606 32.0 7.950 .034 .005 Scott 7. l.Si1I�IItI r� PLAW ALLURGW NW-39-R am ASSU AWE MANAGM STW=. M& Ot = Na M= V!CVm 25 sls L PZr000evo PROW= 3 Nm ems. rquCOR Mill Test Rpnart BAR MILL GR OUP xucoR - PLYMOVM IS M x.s.o.WI-AMAN A.B.S. cERTIM PLYMOUTH DIVISION BOW so: Psrrsmu-m sas= STIM CO 8XV TO$ lsrrssmt-Di9 Holm ssssL CO P.O.S. 280 1 300 sag= 1100 EDWIN , SPA=vz Foal, O! $4660 22=93 lost, 0? 04660 aegwwtor: 9CALN CUSTOM P•OO$ BF5372 su.L OF ZAD2toe 45722 Dais$ 9/23/05 yield ?wails singC 1ai P e Si Co ti Cr v 1eo lm czz: S.Z. P.e.s. r 6• Wirt 156476 ,226. 70,944 34.0 00 .23 .94 .014 .022 .22 .31 .09 .13 .005 .031 .005 50,139 70,349 36.0 9.120 4 Z 4 Z $/16 256426 50,707 71,738 33.0 00 .19 .69 .016 .044 .25 .33 .09 .13 .005 .032 .005 AS= A36-05 ARMEN 36 50,012, 71,019 34.0 8.120 Scott J. Lmirenti PLANT METALLURGIST NSU-3M 90 I ASSURANCE MANAGER w cull 2ELT ir.L - - ACT02m laocs99ss, 32mvb= sus" 0CCa7a® a zss OW 9'LTU. Ats OF 7= ULTZRIaL 2202MM za nabs FJM 8CU1 ds'M Asa ZWN' ALL :aoDvcrs now= an usm sass. r4u=49cco3le,a BAR MILL GROUP still Test Re rt NUCOR - N.YMOUM -13 AN L9.0. =01 AND AN A.H.S.QWnUqW Ma L KYMounm DIVISION lowest", scats sm 201 R1 6 - m tmm co sm 208 Rs00-30oa.-M ■ox= sTm CO cvssa m not W5156 P.O.D. 280 300 aas! 1100 /ORla 22LL OR ZADIMt 43354 s =22 MM, 0! 84660 spmmm "u, O! $4660 DAIS t 6/29/05 seas Mmaripti0o ssat# Tl"d Te"ll0 alas c MR R s si ca 1i cc v ra 1b Oros P.S.Z. O.S.=. % 8• wt/!t 3/8 1 5 1LW am 253110 40,170 $0,710 34.0 00 .15 .76 .010 .038 .21 .36 .23 .22 .005 .030 .005 Asp A36-05 aslQtia36 48,905 60,429 34.0 6.300 3/8 1 6 RLW MR 253675 41,823 98,679 31.0 00 .16 .77 .020 .041 .21 .31 .14 .25 .00S .039 .005 A ' aSs-03 ANfma36 46,904 70,504 31.0 7.650 1/2 s 4 RUM =2 151354 48,494 70,073 28.0 00 .16 .81 .011 .030 .20 .29 As .11 .005 .021 .405 AM i36-05 aMsa3s 48,908 70,259 31.0 6.480 1/2 s 4 FWW a 252556 50,700 74,4l3 32.0 00 .18 .73 .011 .028 .22 .27 .09 .10 .005 .012 .005 asp A39-05 asma3s 51,411 74,174 31.0 6.800 3/4 1 3 FUN ait 25S216 8,7l4 71,024 29.0 00 .15 .77- .012 .025 .25 .31 .16 .15 .005 .045 .005 Asp a36-05 asosa36 8,045 71,709 29.0 7.650 -.....w._. ---- - 1/2 s 2 RIM aat 254465 44,015 63,641 28.0 00 .15 .72 .014 .038 .20 .35 .12 .14 .005 .027 .005 asses a39-05 a8aisa36 46,199 66,679 30.0 3.400 1/2 1 2 1/2 RLW a8R 154465 44,420 66,064 30.0 00 .14 .63 .013 .040 .23 .24 .09 .12 .005 .034 .005 am 116-05 AINZEA36 46,439 66,332 30.0 4.250 5/0 1 2 F:M SU 255270 46,432 97,700 24.0 00 .13 .67 .011 .016 .23 .31 .12 .10 .003 .031 .005 AM A36-05 AlKW 36 46,346 66,046 25.0 4.250 7/8 n am= 255441 49,882 70,641 33.0•00 .13 .70 .012 .038 .19 .38 .11 .17 .005 .034 .005 AM A36-05 ANUNW6 49,674 70,972 25.0 2.044 Scats J. Laurcnd s: csrrsrs 2ow jim MID WACTOXM tsocdsi 6 a spa NZLT v Ocmo a rs mumm • s!'a'! & ma 0r m ummam mm m in mm RAW scow i� 13o mm. A= ss0aar.n pR00om u/ 1fitD Rfa. PLANT MBTALLUMGMW ALM ASWSLMMCaR MANAGER NSO39-R M3 r4ucolq MM Test Report BAR MILL GROUP wUa� - ri..nKo rs ANcs.o. 4000 AN w.. ss PLYMaU�'H �MS1QN tbagamto:l ,cats SOLD 703 -ass monme vmm Co sm so: -Q/ scams ramC0 CveTNM poog "WI ?To 300 Mom liQI Ens= 3ZLL O1 Laoaas 49t13 Mtn la�rse s�o�ts. �r a400o "=a mm, or 94660 narsl 10/13/05 =tm Dssosipt"a 0"to Tiald Tmna0 am c 1m P s Ss Co •i Cr • JIG i Qsads F.B.Z. V.S.I. % to wt/*t 3/6 I 9 306734 51477 70,504 31.0 00 .15 .01 .012 .036 .2t .24 .10 .14 .003 .034 .QOS ASIR i36-05 XMIU4 50,755 70,162 31.0 3.825 3/0 z s sass wt 255643 49.434 70006a 3o.o 00 .is .97 .023 .049 .21 .24 .09 As .009 .033 .003 ASTX asi-OS AM30IM' S 48,494 69.934 32.0 3.825 Scott J. Laurenti PLANT IUWrAI B'f AIM A88iJMimes NSU-39-R NOS its CZRIM TW AM 9100 ss, n 01=15 wsTm 0cc00 t in its WXTW sTE=. ALL or = la2lam PMing 1.'m rs m n /q scut dl� ism I - ALL HOC Fm 1 low i . Stud Wdding Associates, Ina, STUDI WELDING ASSOCIATES 494349 an'ISO 900/-1000 registered company 41515 SCHADEN ROAD 0 ELYRIA, OH 44035 (440) 324-3042 LD STUD CERTIFICATION 2002275 UL ARC HEADED ANCHORS SWA HEAT #: Z-2502 j SUPPLIER HEAT #: 828956 QTY: 8,000 PART#: HAO500412 SIZE: 1/2 X METRIC: CUSTOMER: WESTERN STUD WELDING 4-1/8 HA PO#: 228 CERTIFIED MATERIAL TEST REPORT - CHEMICAL PROPERTIES C: 0.150 Mn :0. 520 Si: 0. 150 P: 0.012 S: 0.012 Cr: 0.000 Ni: 0.000 Mo: 0.010 CERTIFIED MATERT TEST REPORT - MECHANICAL PROPERTIES AISI GRADE: C-1015 TENSILE:75,400 psi YIELD: 59,700 psi REDUCTION (8): 65.40 ELONG 8: 23.000 CERTIFICATE OF 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 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. i ` This material contains NO metallic mercury, mercury compounds nor is it contaminated with either substaice. Manufactured -in U.S.A. ld4� Melted in U.S.A. - Stud Welding As ciates, Inc. Being duly sworn according to lajw says the information given in the foregoing certificate is true and correct io the best of his knowledge and belief. Sworn to and subscribed before me this: llth Day of July, 2005 AD gj4t Notary Public, State of Ohio, U.S.A. Weedy L HuddkMm No" Pubk State of Ohio My Comrlsebo DPW May 28, 2006 Fonn No. PRF 036 Rev. 00 Dale: 8/8102 DCN No. 0174 Stud Welding Anedates, Inc, S'I'UIP W KLDIN Ci AbbUU1A'1'L+' b 495522 a* ISO 70014000 mgiatered company 41515 SCHADEN ROAD r 0 • ELYRIA, OR 44035 cam" ("0) 324-3042 LD STUD CERTIFICATION 20021275 ULTRA ARC SHEAR CONNECTOR SWA HEAT #: MM-2515 SUPPLIER HEAT: 829816 QTY: 2, 880 PART#: SC0710518 SIZE: 3/4 X 5-3/16 SC METRIC: j CUSTOMER: WESTERN STUD WELDING PO# : 239 Product Analysis - ASTM A-29 (Latest revision) CERTIPMCD MRTXRXAL TEST REPORT - CHEMICAL PROPERTIES C: 0.160 Mn .0.530 Si: 0.170 P: 0.015 S: 0.005 Cr: 0.000 Ni: 0.000 Mo:0.010 CERTIFIED WMRKM TEST REPORT - lECRRNXCAL PROPERTIES AISI GRADE: C-1015 TENSILE:70,600 psi YIELD: 56,800 psi REDUCTION M 63. 60P ELONG $: 24.600 TIFIcATa or comrorawcE 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 1 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 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 metallic 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 this: 4th Day of August, 2005 AD 044WAAa �'• ft Notary Public, State of Ohio, U.S.A. HhndyL. M No" FUbk so hio My Comff&Jbn EV nes May 28, 2W8 Farm No. PRF 038 Rev. 00 Date: 818102 DCN No. 0174 Stud Welding Associates, Ina, ah ISO Q00747000 registered company 20021275 SWA HEAT Y: MM-2515 5TU7WL1'LDIINU ANNUUTA1'Lt b 495522 41515 SCHADEN ROAD 0 ELYRIA, OH 44035 (440) 324-3042 LD STUD CERTIFICATION UL ARC SHEAR CONNECTOR SUPPLIER HEAT N: 829816 QTY: 2,880 PARTY: SC0710518 I SIZE: 3/4 X 5-3/16 SC METRIC: . CUSTOMER: WESTERN STUD WELDING POY: 239 Product Analysis - ASTM A-29 (Latest revision) CERTIFIED MA TEST REPORT - CHEMICAL PROPERTIES C: 0.160 Mn:0. 530 Si:0.170 P: 0.015 S: 0.005 Cr:0.000 Ni:0.000 140:0.010 CERTIFIED MATERIAL TEST REPORT - MECHANICAL PROPERTIES AISI GRADE: C-1015 TENSILE:70,600 psi YIELD: 56,800 psi REDUCTION (8): 63.600 ELONG 8: 24. 600 RTIFICATE of 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 A37C 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 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.iort (CMTR) as required by AWS D 1.1. * This material contains NO contaminated with either sul Manufactured in U.S.A. Melted in U.S.A. Being duly sworn according to 1 certificate is true and correct Sworn to and subscribed before me b� l 4 'ft c Windy L Hud um No" Pubk My Cmrksbn Expkes May 28, 2008 Fonn No. PRF 038 DCN No. 0174 mercury, mercury compounds nor is it I Stud Welding As ciates, Inc. says the information given in the foregoing the best of his knowledge and belief. 4th Day of August, 2005 AD Rev. 00 Notary Public, State of Ohio, U.S.A. Date: 818102 Au 25 2805 10:47RH HP LRSERJET FAQ! J r• - POH=i?30 Chv1%UT Mwl-1730 PW/.2 ohs QUOTATION To: H & L X11M Ath-tioz: L4M Phom ftm Deft AMPd 24 2403 (fteft Nat W4 L es ioa its R%,D •e t a w.00 low on AAffC STBBL PRM&LOICZZD 1MtAMG IM 19-4-83 W x Y16" boufns bets 1-3MSw ou c6nhw with c ann ban r goo SF TOW w ias96A. oid Prim Si?onoS FAQ' (Wvmf nd Pb9sh QVAUPWA220M i. L 3. 4. S. 6. 0 :�Cl� 400, %Awl 67e2 ?113 ft 1110bseM aa.u..a ewotlm 8�r�psmah", aAetw�iobiime ����mdilf otthi� � god P� b w�ot�° �Wloa o�oyM and �tlm, 9°°hti°°, � owhwu ��Y� ald�otep mr�(,�t �s ofardor. �' 8�1M imd VN 1�, P @aWvMh.�'M-L ''-'9 PID�da m b bird at a nn ot$0,ppApW u1�� mA-1ooaUevemd°pWti°0Wa �ontiaued a�n ocxtp�. ' MMhOWAL #fir IL • : ate cA •Lg%VW LA •� ww rx .. .� ao *'c � Alp •L. WOK IL •mwc.ft oa •�C► •Fos1M CA• •a+.k UT Mo �evowwwooc 09: Sd (.',rh'F'1=K W H bLq- l i. r4j. y_%{ ii,9c Qom , ,fie ,Bolt Q Nid Goa TESTING LABQRATO RY ?jkw �o�1e+r4A dM.WoINl Certified Fastener Test Reputt 3637 N. 34,h Ave ptroenix. AI WI7 800: 526-4255 MANUFACTURING LOT NO: "243t-A WIPPING [DENT NO: CUSTOWt: MUM D BOLT INVOICE NO.0=7648 PVIRCHAH 010K NO: 14877 QUANT11Y INIPPRO. IRODUCT DUCRIP18ON (plAIN CONOMON UNLEti NOTED arms twin t) F 1 S34 -10S OB LAi QUAmm: 1 11A - 7 x 79 ■ (32 PCS DATE TWIDOAANUFACTURID: 11/11/06 Sf ECISTCATION A GRACE: A-t1M F130e-95 GO 105 CS8W SHOP TICKET NO: 94956 MATERIAL GRAM 41.0 46AT MEAT CO: SOJTHWM METAL MATING RAIN MA1E11AJ SUP►t12R. SA'IITN RIPE tT STEEI HEAT 151FATMIINT. Austen1111ted at 155C DEG , oil quonchea ona ►emperad a1 11xDEG. of OSove. C14SMICAIAtiAl11S1SfleVDE0Sv: SMI-TDAs 1 mea Wo. AAN ► 3 s1 CA WHO 2413P .30 .83 .013 02" E 1AECHANZ QtE_R'tlis • +uu QR MAt;lEt t1ECtM(RI 811E WAPUNa'RO0" CONf1 S 10191 Ralq'41Ag1iWS, VICINCA1101i MORO AOOVfl j y� t4AtDliEts WAD YIEID sTAgNoTN "Malts t1RtNWN O3Ti Off3D EL040 in r RED. IN Attu IQ too. Cf3Rt SUIPACE FARIPAUL 1.W 'St us. ni 9i R 1 IN 27.9M 142-WO 24.A)D 126.000 '7 � I 57 AAtttiMifAARttlltttRED 125.000 'MAW Is 46 MN(IAAtIM •ectualo i 1 Scow MCHNICIAN'ERFORYING IYtKNANiCAL TUrk0 TG SPI CMtCATION IMIN AAlMS NOTED AGOVI: 110MCQan Proud CaMRXM ® doe, not coMo m D to spoctttcation reQt koffterits noted obove. A COPY 01 the sled rna test mporf proydrig .Nemkw anagsis that hos boon Warred by them is mdnl0tned to ale -eccras of C000rState 4a't R Nt+l Co. it shag be provided WOOF r44118111. we cetityr the ptodud reonesented br the test Wo above has been marwlbCtUM410 dmenflOM91W Cr,.#MIY will •he most cvmnt 1eviflon o' ANSI 816.2.1 and has aeon tesleo to conform ?a the rocjiemsnN of the speC4CO"ar;sl shown obove. lest rnethods Fw macr,rNca 01coo Les Ora as spec;tedin ft mat currant re101110ns of SAE 1429 and ASTM F606. the ¢r600W.ons of test spetkvterts orb peRormarce of naaned tells Ofe VfhW 0eflned In SAE 1417 an0 ASTIM E' 8 Of 0R01OpKato• SM1f1eA to%*% moth*& as* fur:t4r.,pe6leed In ASTM E6 and EBM as 0=0001e ApCkeaiw data If wWned in fhs (scolds of Co00r M16 tat a Nut Co. Test (eswls WOW ** ro'Irns rested. 0.$10*0rot&W has been accntdwd bV fee AmeAcan Assoeiaflm for Loboroton Accredltatlon (A36A) in me testa 0f ► 4ch0rieo11910-4 Ord r:ot been ossaned cWWcale numnsr 60f-0'• eWM g Mach 31. Z006. IM11 oacument MW 0a rs0roauced but ory in us enlretY. No *$. C'8 oeter!ption d Copper Stab twit t A10 Co. s procuit Krittn4 page: tAcncgon a,% ' r' 1103 C4:2' :00 AN Quattly A> wunce ManageriDak Eleuronie *nature coaroved per Fastener Qt ofrf ACI 1 L� L-�•' yVVJ LJJ.-.JAZ --%J$ . L.0% .J 1 r I tL IJI.�L. 1 O. 1T-1I 7 ICwjL 1 O• wCX.:0 w ' �, Bob Aid Lea. TESTING LABORATORY Bbb OM4��w orlolSt! Certified Fastener feat Report 3637 N. 34th AV*. PhOOrk Al 65317 MO. $28.425i DATi PRINTED: 11.:141M MANUFACTURING LOT NC. 642ATf • d wryinG [DENT NO: CUSTdMEIt: DOUBLE D BOLT INVOICE NO:0038764e PURCHASE ORDER N* 16811 QUAIRM SNIPPED: PRODUCT OEACRIP'WN (PLAIN CONDITION UNLESS NOTID OTHIRWISE) F•SS4-SSO.ES. LOT QUANIM. ' 114.7 & SS ■ { 32'CS DA'E iESTRo/MANU►ACTURM: 11/1/105 SPiCIFICA11ION L GRADE A57M F' 554.99 Gk-SS CSiN SHOP TICKRT NO: 94956 M1ARRIAt GIIADR: AS29 KEATTREAT CO: RAW MATiRIAL SUPPLIER: SMITH alaE i STEEP. WHAT TRReiAITW- Ausl011Ittted at ()GO.. oil auertchod and temperod al OEG. or Groove. r._..�. CNEMlCA: ANALYSIS PR01i1RED RY: SM1 • TEXAS MAI NO. C AI1NI r It A wo Atl t14EE I Mrel .1S .78 12 .048 t, w HANICAL P13Fanta • VOW 6M 01 IMC11110 915 MIN tME L#AMING PROGRAM CONFORMS TO TILE RlOt K IMIX11 S"CIRCATION NOTED AROvO ' StsE ilARCNE:i PR0011 10A0 Tllillll t1RENGIM WILD 011146fit 0.39i OPPSRT 7:1t[Q. ELONG. MI !N 7' ARIA t tN. CORE tiUR>'ACE tN. PSI tit. P!1 7, % .Sao I a.mo 85.OlIa 12.3X 6Z50C 44 1 53 i jI I 1 � I � 4 I I r I M1iitNUM1 itEORtRlD 7I,AOC 53.t?00 e � ;1G MAINUM REQW EEO ITCHNICIAII PERFORMING EW HANICAt TESTING TO SPECIFICAMM ReQUIREMMS NOTED MOVE: ftftOQnn Product C604 r V M eloas not Car+fbrm O b spOetflcultor+ nc anenls elated aoa��. A copy a' the steal rfs@ Past reaw IN00c rp the gCal onaiysis that ra big r 0odetn+rsd by heel 1s n1alnle ed lot tre •lures at copper.tEfl1e Bch i Nwt co. 11 shad De provtka VOW f4gja31 w6 cediy me aroma ct ap'Osented bb .nO (Ott dd:0 about Pei t>w. "wVl0etuw 10 41171enslbMw cofr'pry wit, 1:16 "! 1 .: men, -awe On of Wi 016.2' and Rat been t6stecs to wfatrr. to t. IaQ�:rerrtfjnri of 1M fpecificarionllt SMOWh above. is►i !► a'11pdt fcv rhltt 'JCOI praperrlfas 0'0 as rpat:fleo im ma moil cufftlrtl M%Idw-s Of SAE J4V 0'nd ASYM F06- TnO drop+ara!loni of test spepts'ons ana perfon farce of her"IS !ells ve h.'lter ogflred In SAE J417 and A5'M cl R 4/ 000=polO, terslon lasing mottladt ore Pv.net spacl!teo m o.STM ES and t8m cs oaprap-lene Aup! cane data Is con+aMad !n"rotes Of CO=v $late lot K rtu' co. rev r9144.8 mlato afw to Items tolled Ou loborptory Ras been accraePtIri Pay tn4 AfW=an Assacbtbn fzr Labarolwy AccredtoEon (A4tA' 41 felt 46•0 01 MOO"rC0110SW9 and hat been oupnee co rfAcafe rsunncrjf 809-01 fsxGt!r+Q Marth 31 2W6. 'hit deaufnent maybe "ToOxed but cnhr M:IN art rely. 0100 CSA Daudppon of Cop=r Sloh 104 A Nv� ► Go s Froduct AwNditg gage , 14anagan on 11/11;25 01.22.27 AN, Quotly Astlnan9f µenasof/G�e Elvdronlc :1011411r►0 OPPMUea pi+• Poshtner Ovoilfy Act 11 / 1 ai 7005 09 : 3-9 COPPER STATE BOLT 8 NJT 4 18I317650855 l f� Ad 0?0. 3637 N. 341% Ave. RhOantac AI SM17 NO.928 Daa TESTING LABORATORY Certlried Fastener Test Report Im s7f 455 DALE RRINTM 11114103 MANiNACiUNINO LOT NO: 4463T SHIPPING IVE'NT NO GUSIOMIM: DOUBLE 010V INVOICE NO:00387648 PUUCHAii 01062 M. 16677 QUANTIFY SHIPPl0: PRODUCT DISCRIV11ON (MAIN CONDITION UNWU NOTED OTHRRi S13 Dowle End Stua LOT OUANUM.- 1112.6 x Ss a (2D PCs I DATE TESTEWMANUFACTUMD: :1101 i0S SPECIFCA71ON i GAME; AS1M FISSA•99 GR 105 MAN SHOP TICIOEI' k0: 94961 MATERIAL GRACE: 41K 1REA1 TREAT CO: TC trctustde! RAW MATIRML SUI~I'L1ER'. Kremer Steel Company HEI1TTRgATMENT: AusfonlfW at I530 CEG.. of. vuonchea end tempereo at i 100DEG. or Move. CFIE4IC/IL A4ALYSIS FROV1DRD IV: Alter S10101 toot Lob t Ko. c tylNP I su me NI 4010= .•� .80 .010 .wd .?7 .919 .1a2 .07• WECNAMO FULL Slit OR VACKIW MOMM1116 (10 SAAAFUNG FROORAM CONFORM VO THE R10111111 tMIS MCMCATION 1140110 AMWI) I NAQDNIII PROOF WAD0.l�G T1NS118111110tilN TOLD V1111110N. CF tKi % ELOFIG. % RED. IN In IM 7' AREA Ill. coal SYlfAG1 L01. Pill LK ►SI N I ,SOO i J 16.1J0 MOOD 22.11M 1'6.MD 10 640 IYbM1M11M t1Q{IIRED 125M 105.000 1s 43 MAIgMUM R10{I1RED 1s0.Op0 TECi4NlC1AN PgiI?CMMG IAICNAIGCAL IMNO TO SPICIFICANDN RNZWR1M N NO110 ASOVA Mcmagool pro+W ccroof s M dogs not coriorm 0 to spacftalton ti4vremenfi rotad above. A copy el the :tees mp lost report Way4 h0 chemicat annlysls t►+et hcS DRr oaf mad by them Is maiMamod In Me records rN Cooner Store SOLI s wl Co. n snol to pravbid uW reakoxt we comfy the woOj,el represented by the Iasi Coto alslrie 1,41 been rnanuicCtured to dlmenllonslrry Campry vA*h the most GLRanr ►ov son of A'41116.2 : and hos boon failed to cwfwm to tt s MWrafPlaAti at tha spedfIcc!bnlil wown Wova 'est mamods for rt'.acAcrical 01Op+a IM ate as soodle:t sr ato W411 cutrllr►t nv:slams of SA! J42! aria ASTM F606. Te cmporollord of rail spoomens and Warmerce of naioness pests oie hustle: lolled !n SAE M7 cnn AS1M VS as opwwrate. Tarpon festMp mlthoas ore turhar Ipeettted In ASTM Ell ana Egm Of ooprovi:se. Amo�cecle dot,7ls :an!atr•d in tie (SCOWS cI Cocpaf Sta1a 0016 but CO tgsl rwvltf+slate only to irerrs ros!eo. Our abordlo v nos been ctcaadlled by the Arrtatcon Asseelelan Mr LOWMIOPf ACCr*dttolon (A2LA' In true ::e11 of mecnongai as1,np and has been a%OAed =616014 ryurrlfser t -01 e71101nQ MCf& 31. 21M. That dOcw4pI may be reomduGid Wt c4t in Its anftly. CS8 Deu:dPlon at eapttw We ka R Not Ce's rrodlll:t 10111111,169 'ago: 1 YIBnOgW on ' )jl)= 0Y:3S:as AM _ Quality Auvrattse %anape►iDaM Ewe tm qc signarve coocved oer lotlengrGuoNv Act s. r- c rtx.)I Mtcvtt,z Double D Bolt Fax: (801 ) ?65-0855 Dcar' Garrert. ' Porteous Fastener Company BOLTS LNUrTS SCREWS WASHERS CORPORATE OFFICE 1040 V1► arson Center R:)&i, Ca: ser., C a 90745 (310) 549-91180 Fax (3 iO) 8?5-0415 %-w-w.porteousfastener.com March 17, 2005 You contacted our Salt Lake office amd requested that I write to you concerning specifications !ender which we purchase our F-436 WASHERS. Firstly, our products are purchased to spwifications where applicable. Our Put -chase Orders clearly state that each product supplied to Porteous Fastener Compwiy is :o meet the proper specification as referenced in the Industrial Fastener Institute manual for that product when :;uch specifications exist. F-4:.6 STRUCTURAL SLASHERS-( AST1Q F436 ( HOT I.`IP GALV TO ASTIM A 153) Sem.ndly, we. require cx r:ifications from our suppliers of all oroducts Grade i or better. A325 Stnictural Bolts, Gmte 5 Hex Cap Stews, Grade 8 Hex Cap Scmws, ASTM Ai94 2H Hey, Hei Nuts, F436 Strtctwdl Washers, Grade 8 Finished Hex Nuts, STM A193 Cade B7 Thread, -Ltd Rod, SAE 1-i: Nuts and Crrade C Hex Lcscknuts. These cerdficatiLms are on tale 'at Poacous coTurate office and copies of same are available to our custOVe:'S. We. tntst thaz rou can be confident, as we am, that the prMuct nimished ro you weeri spec:if c atiuris. Please :et me know if we car: be of further service. Si Icereiy, Aldo Clew Inventory Control Cc: Lee - Sait Lake PFC AFIRST CLASS SERVICE Seotemt er 23, 2003 A'tn: GARRETT Do.:ble D Bait Fax Dear: GARREl"I'. Porteous Fastener Company BOLTS NUTS SCREWS WASHERS CORPORATE OFFICE 1040 Watson Center Road, Ceason, CA 90745 (310)549-9180 Fix ;M)8?S-0A15 www.porteousfastener.com You contacted our Salt take office and requemed that I write to you concerning specifications under which we purchase our l teavy Hex Nuts. On your PO # Firitly, our products are purchased to specifications where applicable. Our Purchase Orders clearly state that each product supplied to Porteous Fastener Company is to meet the proper specification as referenced in the Industrial Fastener Institute manual for that product when such specifications exist. (.,kSME / ANSI B 18 2 and AS'I'M A563, Grade A) Secondly, we require certifications from our suppliers of all products Grade 5 or beater: A32 StrucmraJ Belts, Grade 5 Hex Cap Screws, Grade S Flex C,:p Screws. ASTM Alb4 ::H Hvy. Hex Nuts, F436 Suucturai Washers. Grade 8 Finisted Hex Nuts, ASTM A19'i Grade 1B7 Threaded Rod, S.AE Ili :Nuts and Grade C Hex Lockouts. These certifications are on file at Porteous corporate office and copies of sane are available to our customers. We trust that you can be confident, as we are, that the product fumiihed to you meets specifications. Please let me know if we can be of fuither service. Sincerely, Herbert Re:;inos Inventory Control Cc: Dustin- Salt Lake