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06-0331 (OFC)Q� P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: C Property Address: APN: Application description: Property Zoning: Application valuation: Applicant: 0'fi 06 -00000331 78720 HIGHWAY 111 643-220-024-4 -000000- NEW COMML - OFFICE/BANK MEDIUM DENSITY RES 679244 T4ht 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Architect or Engineer: -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B C8 License No.: 824183 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the - improvements are not intended or offered for sale. If, however, the building or improvement is sold within oneyear of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. B.&P.C. for t7h' son /J v Date: Z� b� Owner: CONSTRUC ION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERiMIT Owner: ONE ELEVEN LA QUINTA C/O SABBY JONATHAN 42620 CAROLINE CT STE 102 PALM DESERT, CA 92211 Contractor: CONSOLIDATED CONTRACTING, 46753 ADAMS STREET LA QUINTA, CA 92253 (760)771-3345 Lio. No.: 824183 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 5/24/06 i C r MAY 2 5 2006 CITY OF LA QUINTA ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1770749 certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that H I should become/� �bject to the workers' compensation provisions of Section 3 00 of t ab e, I §hall Ort with comply with those provisions. Applicant: WARNING: FAILURE TO SECURE WORKERS' C MPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. " 1 certify that I have read this application and state that the above info tion is correct. I agree to comply with all city and county ordinances and a laws relating to building constr cti n, and hereby authorize representatives of 4;5? y to nter upon a above mentioned pr ty fqr insp trio purposes. � gnature (Applicant or Agent ' Application Number . . . . . 06-00000331 Permit . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 5159.00 Plan Check Fee 1676.68 ' Issue Date . . . . Valuation . . . . 679244 Expiration Date 11/19/06 Qty Unit Charge Per Extension BASE FEE 4619.00 180.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG 500,001-1,000,000 540.00 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee . . . . 320.16 Plan Check Fee 80.04 Issue Date Valuation . . . . 0 Expiration Date 11/19/06 Qty Unit Charge Per Extension BASE FEE 15.00 15258.00 .0200 -----------------------------------------------=---------------------------- ELEC GARAGE OR NON-RESIDENTIAL 305.16 Permit GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date Valuation . . 0 Expiration Date 11/19/06 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 143.00 Plan Check Fee 35.75 Issue Date . . . . Valuation 0 Expiration Date 11/19/06 QtyUnit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 4.00 11.0000 EA MECH FURNACE >100K 44.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 4.00 16.5000 -----------------=---------------------------------- EA MECH B/C >3-15HP/>100K-500KBTU ------------------------ 66.00 Permit PLUMBING LQPERMIT Application Number . . . . . 06-00000331 Permit . . . PLUMBING Additional desc SHELL BLDG Permit Fee . . . . 39.00 Plan Check Fee 9.75 Issue Date . . . . Valuation . . . . 0 Expiration Date 11/19/06 Qty Unit Charge Per Extension BASE FEE 15.0'0 4.00 6.0000 EA PLB ROOF DRAIN 24.00 ---------------------------------------------------------------------------- Special Notes and Comments COMMERCIAL BUILDING "SHELL" [PETCO]15,258SF, TYPE V -N CONSTRUCTION W/ FIRE SPRINKLER & 2 YARDS CREDIT FOR ALLOWABLE AREA 8,000 X 3 X .5 = 36,000 SF MAX.. 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY. CODES. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURES AND SITE LIGHTING.** 5/24/2006 BUILDING PERMIT INVESTIGATIVE FEE [$2579.50]ASSESSED FOR WORK PERFORMED WITHOUT A PERMIT. ---------------- ----------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 167.66 ART IN PUBLIC PLACES -COM 3376.22 DIF CIVIC CENTER - COMM 2380.24 ENERGY REVIEW FEE 167.66 DIF FIRE PROTECTION -COMM 686.60 STRONG MOTION (SMI) - COM 142.64 DIF STREET MAINT FAC -COMM 1617.34 DIF TRANSPORTATION - COMM 40159.06 Fee summary. Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 5676.16 .00 .00 5676.16 Plan Check Total 1802.22 1500.00 .00 302.22 Other Fee Total 48697.42 .00 .00 48697.42 Grand Total 56175.80 1500.00 .00 54675.80 LQPEMMIT R „fry • �:.. r Building y 0 P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO %a0 1 LA QUINTA, CALIFORNIA 92253 Owner V �K. t Mailing P P� /)t Address '7t D 0 `�'� �I a� `.dr•l�c Cit Zip Tel. Qurlrst R2-z�� l- v�� State Lic. City I & Classif. I Lic. # Designer Address Tel. Cit W Zip State Vr+- Lic. # ENSED CONTRACTOR'S DECLARATION I hereby affir t t I m icensed and provisions of Chapter 9 (commencing with Section 7000 of Divisi n f e rtes�q ofessions Code, and m license is in full force d effect. 11 (p _ y V — OWNER-BUILDE DECLARATION I hereby affirm that I am exempt from th Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professio s Code: Any city or county which requires a permit to construct, alter, improve, demolish, o repair any structure, prior to its issuance also requires the applicant for such permit to file a s ned statement that he is licensed pursuant to the provisions of the Contractor's License Law, hap 9 (commencing with Section 7000) of Division 3 of the Business and Professions Cod or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Sectio 031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than f hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects wdh a contractors) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.' If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE [JCONST. P. OCC. GR A.P. Number G -1 3 ^ 6L"20 Legal Description_ Project Description CITY OF 23 Sq. Ft. No. Size Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ TSD f Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. / Soo , fJ� Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by:— Validated by: Validation: YELLOW = APPLICANT Date Permit PINK = FINANCE 1996 AISI Specification w/1999 Supplement Project: PETCO - NON-BR'G WALL STUDS AT ROOF LADDER Model: 20.00 ft Point Loads 131 Load(lb) 150 X-015t.(ft) 10.00 . Section: (2) 362Si62-54 Boxed C Stud (X.X A)is) Maxo = 2213.2 Ft -Lb Moment of Inertia, I = 1.745 In^4 Reactions (lb) Let Cantilever Max V (lb) 0.0 M (Ft -Lb) 0.0 Defl (in) L(0 center Span Max V Pb) 123.0 M (Ft -Lb) 100(.0 Del (in) L1202 Richt Cantilever Max V (Ib) OX M (Ft -Lb) 0.0 Defl (in) L/0 -R1 R2 126.0 • "25.0 .t Date: 4/14/2006 Fy m 50.0 ksi Va = 6891.2 Ib Unif Ld IbM 0 l� A-6wLPS AT 1� TY OF LA QUINTAr Wj«4c,�- ro� ILDING &SAFETY DEPT. w) � 1 DATE BY y�y� t 1r�- r�C .2t' la 3S 94Id33NION3 9Nn0A 6T/-909Ea9L SE :5i 9002/1,L/b0 Local,X-dist (tt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Local X -dist (ft) 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 125.0 115.0 106.0 95.0 86.0 -76.0 -85.0 -95.0 •105.0 -115.0 -125.0 0.0 240.0 460.0 660.0 840.0 1000.0 840.0 660.0 460.0 240.0 0.0 0.0000 -0.3581 -0.6842 -0.9487 -1.1249 -1.1686 -1.1249 -0.9488 -0.6842 -0.3681 0.0000 Local X-clis:t (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.0.. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 l� A-6wLPS AT 1� TY OF LA QUINTAr Wj«4c,�- ro� ILDING &SAFETY DEPT. w) � 1 DATE BY y�y� t 1r�- r�C .2t' la 3S 94Id33NION3 9Nn0A 6T/-909Ea9L SE :5i 9002/1,L/b0 VIA 9 •"1:i 'NW „MO'1"INA A.L3siv9„ '43144 Nmaay'1 0('Nlw 9Qn19 X08 -z) 9Qn19-'� Q3XO8'ef� „g/S-sx„8/5- L (z) 0 W011OB 0 4401 "vNI'>IOO'18 :dO 994319 HlOB 3"1,gNY 11'1V 0811 /M IVNINVOIG 9xfr 315>433 3RO8Y „Os 4331X3 0 "00-119 A919O1.11.3.-JY9 ik MF dOO*ai '0'1 Ov'119 .l9 OHVIYH d0O-ai „98x„08 III LMa Nmew%3y"i. 39y9 •-144 ,VNOO Ol 53-119NY 1"108 -NOISNyIX3 „g/sx„ zx„z S�Nn2J (Q3W�Od3Q) •ala „�/s •d,l.L GNSIVNINIS •-td „g/sx„z �NI�I'�O'19 433,IYNIDNO7 431'109 Ol Ivy'i •44.113'119NY dl'iv 'id 1N39 AT/ L x„9x„8 QM"144 •1421 `1 Date 4/3/06 No. 28339 CERTIFICATE OF COMPLIANCE Check No. Desert Sands Unified School District of . a 47950 Dune Palms Road < BERMUDA DUNES La Quinta, CA 92253 Cr RANCHO MIRAGE INDIAN WELLS (760),771-8515 PALMDESERT `o� LA QUINTA �OINDIO yr]� Owner One -Eleven La Quinta APN # 643-220-024 Address 46-753 Adams St Jurisdiction La Quinta City La Quinta . Zip 92253 Permit # Tract # Study Area Type . Commercial No. of Units Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78720 Highway 111 Unit 2 Unit 3 Unit 4 Unit 5 15258 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 Comments Paid with two checks (Wells Fargo check #0068935668 in the amount of $5,492.00 and Wells Fargo check #0068934430 in the amount of $916.36 totaling $6,408.36. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 15,258 S.F. or $6,408.36 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By O/C -Wells Fargo Bank, Bill Casey Check No. 0068935668 Name on the check Telephone 771-345 Fun&mg Commercial By Dr. Doris Wilson , Superintendent _ - Fee collected /exe ted by PatrliaBarbuzza Payment Recd$0.00$6,408.36over/4'nSignature , NOTICE: Pursuant to Government Code Sectioe66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District(s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt . Copy - Accounting 1: r Y -CITY OF LA QUINTA - PUBLIC WORKS/ENGINEERIN . D PARTMENT GREEN SHEET (PUBLIC WORKS CLEARANCE FOR BUILD'NG PE Form updated & effective 8/25/2005 MAY --" 1 � Please DO NOT submit the Green Sheet (Public Works Clearance)l Pac7ei to• the---; Public Works/Engine'ering Department until ALL requirements listed below ar�:_-.co nplae-_lneompY�Ce ��- applications or applications which cannot be processed will be returned to Applicant. Green Sheet approvals will be forwarded to the Building Department directly.by Public Works. Date:.�E f -0(.:- Developer: -> L uom Tract No.: am e: )/4EEG,Et/VC'f�IlrF,Lot No.(s): Address(s): L ,cam Z The fol owing are the requiremeor Public Works Clearance to .authorize issuance of a building permit from a ety Department. CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4 AND #5 BELOW. TRACT HOMES: PROVIDE ITEMS #1', #2, #3, #4 (AS APPLICABLE) AND #6 BELOW. COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3. AND #5 BELOW. �. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable .deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet .submittal until. a Pad Elevation Certificate can be provided. iz: Attach geotechnical certification of grading plan compliance. -3. Attach recorded final map showing proposed building locations are legal lots. ..4. Attach a completed<1 acre per lot ori -infill project Fugitive"Dust -Control project information form, PM 10 plan & agreement or .provide alternative & valid City approved PM 10 plan set reference number or hard copy. plan. PMI 0 plans for commercial and residential developments (beyond 1 lot) are submitted separately with grading plans and are subject to additional requirements. �- .. Attach an approved precise grading plan for the building location(s). AO flood zone developments will require an approved flood..ptain development plan. 6. Attach an approved. rough grading plan for the building location(s). I have reviewed and confirmed the requirements listed above as presented and find the improvements_ to be sufficiently complete for construction of the proposed. building(s)/structure(s) on the subject lot(s). Pursuant.t findings, he above pro,e ay be released for building permit issuance. Recommended by: Dated: 51/ d(, 5(&M✓ F --,--t to 5 Declined for approval for reason(s) as follow(s), please correct and resubmit: T:\PWDEPT\STAFF\Goblc\Gr mSbeet PW Release\050824GREEN SHEET COVERdoe 4A 11 Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning 4. Beaumont Cahmesa 4• Canyon Lake Coachella Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta 4. Moreno Valley Palm Desert Perris 4. Rancho Mirage San Jacinto .;. Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, °' District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT 82-675 HighwayIndio, CA 92201 • February 20, 2006 Consolidated Contracting, Inc. 46-753 Adams St. La Quinta, CA 92253 Re: Non -Structural Building Plan Review LAQ-06-BP-017 / Petco Store U)�r APR 4 2006 Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1625 gpm for a 3 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 2) The required fire flow shall be available from a Super hydrant(s) (6" x4,' x 21/2' x21/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 3) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements. Plans must be signed by a registered Civil Engineer and/or the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire Department'. 4) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire department connection shall be located to the front within 25' to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. (Fire sprinkler riser location should be placed within the building in relation to the approved location of the FDC/PIV.) 5) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature,, by the project structural engineer. 6) Install an alarm monitoring system for fire sprinkler system(s) with 100 or more, heads (20 or more in Group I, Division 1.1 and 1.2 occupancies). Valve monitoring, water -flow alarm and trouble signals shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station in accordance with 2001 CBC, Sec. 904.3.1. An approved audible sprinkler flow alarm shall be provided on the exterior in an approved location and also in the interior in a normally occupied location. A C-10 licensed contractor must submit plans, designed in accordance with NFPA 72, 1999 Edition, to the Fire Department for review and approval prior to installation. EMERGENCY SERVICES DIVISION • PLANNING SECTION • IfVDIO OFFICE 82-675 Highway 111, 2"a FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 7) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 8) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 9) Install illuminated exit signs at all egress access doors and within the building as needed to direct occupants to the doors as per the 2001 CBC, Sec. 1003.2.8. 10) Install egress illumination within the building as per the 2001 CBC, Sec. 1003.2.9. 11) Install portable fire extinguishers per Title 19, but not less than 2A1 OBC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 12) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2001 CFC, Articles 81 and NFPA 13, 1999 Edition. Current plan check deposit based fee is $696.00. 13) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. All addressing must be legible and of a contrasting color with the background. 14) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. Please contact the Fire Department Planning & Ehgineering staff for final inspection prior to occupancy. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863- 8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By Walter Brandes Fire Safety Specialist Cc: City of La Quinta — Building Dept. KUPEZGENERAUFORMS kOft Plan Check.dot COUNTY OF RIVERSIDE FIRE DEPARTMENT APPROVED: DATE: .- e EASEMENT NOTES: ITEM 1: AN EASEMENT FOR UNDERGROUND PIPELINE, AND NECESSARY DEVICES AND APPURTENANCES AND INCIDENTAL PURPOSES, 1N FAVOR OF COACHELLA VALLEY WATER DISTRICT, IN INSTRUMENT RECORDED JANUARY 6, 1992 AS INSTRUMENT NO. 3,388 OF OFFICIAL RECORDS. SAID EASEMENT IS DESCRIBED AS FOLLOWS: AFFECTS VARIOUS STRIPS OF LAND LYING WITHIN SAID LAND, AS DELINEATED IN SAID DOCUMENT. ITEM 2: ' AN EASEMENT FOR UNDERGROUND CONDUITS, MANHOLES, PEDESTALS, CABLES, WIRES AND APPURTENANCES, .FOR THE TRANSMISSION OF ELECTRIC ENERGY FOR COMMUNICATION AND OTHER PURPOSES ON, OVER, IN, UNDER, ACROSS AND ALONG THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF RIVERSIDE,. AND INCIDENTAL .PURPOSES, IN FAVOR OF GTE CALIFORNIA INCORPORATED, A CORPORATION, IN INSTRUMENT RECORDED DECEMBER 16, 1992 AS INSTRUMENT NO. 478510 OF OFFICIAL RECORDS. GES & USES: se plans will not be for, unauthorized e plans. All changes n-iting and must be !er of these plans. ,ALE 1`_'20' 113 NUMBER 05-2963 TE 7 2-27-06FOR: IN THE CITY OF LA QUINTA, CALIFORNIA FIRE PROTECTION PLAN PARCEL 4 - P.M. NO. 30147 SHOVL IN COMPANIES S H E E T 1 OF 1 SHEETS DWG. NAME FILE NO. Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning .;. Beaumont Calimesa Canyon Lake Coachella Desert Hot Springs Indian Wells Indio 4. Lake Elsinore 4;. La Quinta Moreno Valley Palm Desert Perris Rancho Mirage San Jacinto .;. Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jeff Stone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT 82-675 Highway lo, CA 92201 . Fax - February 20, 2006 Consolidated Contracting, Inc. 46-753 Adams St. La Quinta, CA 92253 Re: Non -Structural Building Plan Review LAQ-06-BP-017 / Petco Store Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1625 gpm for a 3 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 2) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2' x 21/2') located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 3) Prior to the issuance of a building permit, applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements. Plans must be signed by a registered Civil Engineer and/or the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire Department'. 4) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire department connection shall be located to the front within 25' to 50' of a hydrant, and a minimum of 25' from the building. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. (Fire sprinkler riser location should be placed within the building in relation to the approved location of the FDC/PIV.) 5) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 6) Install an alarm monitoring system for fire sprinkler system(s) with 100 or more heads (20 or more in Group I, Division 1.1 and 1.2 occupancies). Valve monitoring, water -flow alarm and trouble signals shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station in accordance with 2001 CBC, Sec. 904.3.1. An approved audible sprinkler flow alarm shall be provided on the exterior in an approved location and also in the interior in a normally occupied location. A C-10 licensed contractor must submit plans, designed in accordance with NFPA 72, 1999 Edition, to the Fire Department for review and approval prior to installation. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 7) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 8) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 9) Install illuminated exit signs at all egress access doors and within the building as needed to direct occupants to the doors as per the 2001 CBC, Sec. 1003.2.8. 10) Install egress illumination within the building as per the 2001 CBC, Sec. 1003.2.9. 11) Install portable fire extinguishers per Title 19, but not less than 2A1 OBC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 12) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2001 CFC, Articles 81 and NFPA 13, 1999 Edition. Current plan check deposit based fee is $696.00. 13) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. All addressing must be legible and of a contrasting color with the background. 14) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863- 8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Tracy Hobday Chief Fire Department Planner By Walter Brandes Fire Safety Specialist Cc: City of La Quinta — Building Dept. HAPEAGENERALTORMS1BUNUM Plan Cheek.doe Date 4/3/06 No. 28339 Owner One -Eleven La Quinta Address 46-753 Adams St City ' La Quinta Zip 92253 Tract # Type Commercial Lot # No. Street Unit 1 78720 Highway 111 Unit 2 Unit 3 Unit 4 Unit 5 CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # Study Area No. of Units S.F. Lot # No. 15258 Unit 6 Unit 7 Unit 8 Unit 9 Unit 10 4��Fl�soyo .? o BERMUDA DUNES 1" U% RANCHO MIRAGE C:J r INDIAN WELLS �PALM DESERT % .y LA QUINTA .� INDIO 643-220-024 La Quinta Street S.F. Comments Paid with two checks (Wells Fargo check #0068935668 in the amount of $5,492.00 and Wells Fargo check #0068934430 in the amount of $916.36 totaling $6,408.36. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.42 X 15,258 S.F. or $6,408.36 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By O/C -Wells Fargo Bank, Bill Casey Check No. 0068935668 Name on the check Telephone 771-345 . Funding Commercial By Dr. Doris Wilson Superintendent Fee collected /exe ted by PatrliaBarbuzza Payment Recd $0.00$6,408.36 Over/Under Signature�� V NOTICE: Pursuant to Government Code Sectio 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt . Copy - Accounting Consolidated Contracting, Inc. .46-753 Adams Street, La Quinta, CA 92253 TEL (760) 7713345 FAX (760) 7714431 CA Contractor License #624183 April 3, 2006 City of La Quinta PO Boz 1504 78-495 Calle Tampico La Quinta, Ca. 92247-1504 Re: Authorization Letter To Whom It May Concern: Please be advised that the bearer of this letter, Mr. William Casey, is the Director of Construction for Consolidated Contracting, Inc. and is an authorized representative of our company with respect to our commercial and residential projects. He is responsible for the acquisition of the building permits and other related business and is authorized to conduct himself with full authority in the pursuit of those mattes. Mr. Casey will also be responsible for the construction process and will supervise those employees and representatives of the company who will be in charge of the actual construction of the public and private improvements. If you have any questions or comments relative to this authorization, please feel free to contact me. Yours Truly, 1Vlic elI ov President ee Jb/ bL/'Lk71�b 1.1.: G1 f orJ 7oeio / l7 MAY -22-2006 MON 02:16 PM SWOVLIN COMPANIES ruu,vka QIIIIJJvcci.iitiu .- FAX N0, 7807714431 Cans®/ideted Contracting, inc. P, 02 -- 46.753 Adams Street, La Quints, CA 82253 71M (760) 771,3345 SAX (760) 771.4431 CA Contractor U06 se #824183 REQUEST FOR INFORMATION PRO.JRCT NAmrm Petco • Le Q Ints Rate! 22 -May -Os RF1 NuM®jMR. 6 Tlme: p.11 PNI IRQF CRMCE; SHAler; 51.2 1UPBRIMCEi OnTAIL,a 2 AkcH(TjrC'. Carl Cox, AIA OWNC12� Shpylin Com 9ss gv`RucTVFeA,p, LNG�FJs��arwc3. oun Englnee� ing_ PROJE= ADDRZW. r78.72b HI hwa 111 CC; Flle 6911 Casey, RFI Folder im- ,.psi , Z— /1 t di- viCJ•G '� Il'S / � s91-V`v 66/02/2006 1.1:01 7603605719 YUUNU tNI:IlNr-tMINU :Dr - 008 MON 02:18 PM SHOWN COMPANIES':;? FAX NO, 7807714431 OIA t it, tt Vv Me Vv Me TECHNIQUC & QUALITY CONTROL CONFORMANCE AWS A5.20-79: E70T-7 ASME SFA -5.20: E70T-7 ABS: E70T-7 per AWS A5.20-79 DESCRIPTION Self -shielded, flux -cored wire. High deposit rate and fast travel speeds. Designed for semiautomatic welding of 10 gauge and thicker low carbon steel. Can also be used for automatic welding. Higher strength steels can be welded when specifications fall within the yield strength below, DEPOSIT COMPOSITION NK10 Resists weld cracking. Smooth operation and good bead shape. Slag removal is easy and complete, WELDING POSITIONS U IC IF I 3ca TYPICAL APPLICATIONS Both single and multiple pass welds in the flat, horizontal and downhill positions on filleCand lap welds. Horizontal butt welds such as column to column structural connections. Deep groove welds. NR -311 will minimize the total amount of weld metal needed to fill the joint, Square edge butt welds, General fabrication and assembly welding. 5/64" and 3/32" (2.0 and 2.4mm) diameters will weld vertical down. 7/64" (2.8mm) Is limited to about 200 downhill. 1 � E l TRIC r %c %Mn %P %s %sl %AI %NI %Mo %cr °/qV AWS Report 1,75 .03 .90 1.80 .50 .30 .20 .08 Requirements ,04 per A5.20-79 Only • max. max. max, max. max, max. max, max. max. Test Results' .23 -.31 .30-.50 <.008 <.01 .04 • .12 1.3 -1.7 <.05 <.02 <.05 <.01 MECHANICAL PROPERTIES Yleld Strength Tensile Strength Elongation Hardness condition psi (MPa) pal (MPe) (°,'o) Rockwell B As We!ded AWS E70T-7 60,0c0 (4 14) 72,000 (497) 22 Requirements per min. min. min. AWS A5.20.79 Test Results' 60,000 - 66=0 82.000 - 89.000 22 • 25 87 -92 (414 - 455) (565 - 614) Typical all weld metal. 1 � E l TRIC r LAW STEEL, INC. FIELD WELDING PROCEDURES PART 3: PRE -HEAT & IlVTERPASS TEMPERATURES Table 3.2 Prequalified Minimum Preheat and Inlerpass Temperature' (see 3.5) C ThrcL•ncss of Thrcl,co Pan MJninium Preheat and 0 at Point of Welding lnscrp�_ss Tcmper.twc t c 6 0 r y Sleal Speeirteation Welding Process mm m °F 'F °C ASTM A36 ASTM AS 16 1A to 3/4 incl. 3 to 19 incl. None' ASTM K53 Grade B ASTM A524 Grades 1 & 11 ASTM A106 Grade B AS DA A329 Ovu 3/4 Oyu 19 ASTM A 131 Grades A. B, ASTM A370 AU grades Shielded rneul arc thru I -I(; incl. thry 38.1 incl. 150 66 A CS, D, DS, E ASTM A573 Grhdc 65 welding with othcr ASTM A 139 Gradc B ASTM A709 Grade 36 than low-bydrogcn Over 1 -IQ Over 36.1 AST7v1 A391 Gradc Y35 API SL Grade B eleeuodcs (hru 2 -IR incl. Lhru 63.5 ircl 225 107 ASTM, A-500 Grade A Grade X42 Gr-.& B AB S Grades A, B, D, CS, DS ASTM A501 Gradc E Oyer 2 -IR Otcr 63.5 300 ISO ASTM A36 ASTM A57O AU grades, ASTM A53 Gradc B ASTM A572 Grades 42, 50 AST7.1 A 106 Gude B ASTM A573 Grade 65 ASTM A13.1 Grndcs A. B, ASTM A588 CS, D, DS, E ASTM A593 Grades A, B. C 1/8 to 3/4 incl. 3 to 19 incl. None' AH 32 & 36 ASTM A606 DH 33 E 36 ASTM A607 Grades 45, 50.55 Ell 31 & 36 ASTM A618 Grades Ib, U. W Shielded meal ¢rc ASTM A 139 Gradc B ASTM A633 Grades A, B welding with low. Grades C, D hydrogen electrodes, Over 3/4 Over 19 (hru B ASTM A391 Grade Y35 ASTM A7U9 Grades 36, 50, SOW wbmuged rut thru I -I!2 incl. 36.1 incl. 50 10 ASTM A6O8 wclding,' gas metal ASTM A441 API 5L Gradc B me welding, flux ASTM A300 Gradc A Gradc X42 cored arc welding Gradc B APJ Spec. 2H Grades 42, 50 Oyu 1.1/1 Over 38.1 (hru AST1.1 A501 ABS Grades AH 32 & 36 lhru 2-I/2 incl. 63.5 incl. 150 66 ASTM A-516 Grades 55 & 60 DH 32 & 36 65&70 FJi32&36' ASTM A524 Grades 1 & II ABS Cracks A, B, D. ASTM A-529 CS, DS Oyu 2-1/2 Ove 63.5 225 107 ASTM AS37 Classes 1 & 2 Gradc E 1/8 to 3/4 incl. 3 to 19 incl. 50 IU Shielded mels) uc ASTM A572 Giadcs b0 & 65 welding with low- Over 3/4 Ovu 19 thru ASTM A633 Grade E bydrogen eleeuudcs, thru I -I/1 incl. 3E.1 incl. 150 bb C API 5L Gradc X52 wbmerged uc welding.) gas mcu d Over 1-1/2 Over 38.1 thru krc welding. Dur, 0" 2-I/: incl. 63-5 incl. 225 107 cored Luc welding Over 2-1/2 Ovcr 63.5 1 31X1 150 D AST1,4 A710 Gia,lr A no prehe.ei is rcyuucds (All classcsl I Y.'t— th, b metal w-rp rsi r it below 32'F ('Ci. the bac metal sh.11 be preh"i-ed tow lcst 70"F (2l'CI .rad Lhn minimum tempumum ma,ni-r" d-ing uetd, k: 2 Poi mahlicauor, of pieh<-I rc-icriscnrt lot submetgeJ .ue v.eldmr u rah lurmliel of multiple elocuodet. 1— 3.5.3. 3 Pichr,t it nor mquucd lui the ba mcul Plcl ml fur tbOXX-X fillet nteul sUl be u fur Gawp C; for lughct tucngih filiu meW treat u Ature M r Ss S. 12.2 and 5.6 lot and•mni and bast-meW temper"tulc rcyuLremeut-,. S�Q02I��'I� ;1i j' '� is ,7:. � i:. .��;. 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Pw-kb- pr Pq + w P8 kata a at sf u o00Z b t �m T40000J r, egg h4*mtol3?ctLF ljuFJMCOW) :tX)41PZ4 cs*10 • ot-En ,pt�wr :old :-IZ7 oN opoo u0113o d AC ddn ON 661 t'�1 l i►b s `pusp s� I S fpT�t! SFS: :QI QHCMdrrsZnvaayh is 1082 C'u--y) coyd 'SY1 GL "nvo s3r7dd Y} ,Cu�dmo j � � sal$1f�ao �L►t�d�iOdNQZ 3� �.£��Id�� u C 11 fj U 11 za c Z c H t 820 SO HATHAWAY BANNING, CA 92220 WELDING CERTIFICATIONS a.s STRUCTURAL STEEL i3qu agent of -Quitting aunt -§ of etg Trrtti irate j3f Appirauat FABRICATOR LICENSE NUMBER 1590 THIS CERTIFIES THAT LAW STEEL, INC. LOCATED A T 820 S HATHAWAY BLDG. `B" BANNING CALIFORNIA 92220 IS APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY UNDER THE PROVISIONS OF SECTION 96.203 OF THE LOS ANGELES M U N I C I P A L C O D E A S A TYPP T FARRT .ATOR OF LIGHT WEIGHT STEEL AND REBAR (LWS/RB). DATE: APRIL 7, 1997 ( \ ANNUAL RENEWAL- MAY 1, r U -K 11h GENERAL MA*AGER THIS CERTIFICATE IS THE PROPERTY OF THE CITY OF LOS ANGELES 1 AND MAY BE REVOKED FOR ANY OF THE CAUSES SET FORTH IN ARTICLE 8, CHAPTER 9 OF.LAMC. BES B-246 Rli.b9 WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES ANDERSON Identification No. # 236 Qualification Date 4/24/2003 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE - JOINT: Joint Type ARC SEAM Backing Material Type N/A Groove Welded From: One Side or Both Sides ONE BASE METAL: Material Specification Sheet Steel GR -C Supporting Steel GR -C Sheet Thickness: 1/8" 1/8" Groove N/A Fillet N/A Arc Spot N/A Arc Seam 18 -GA. COATING (S): PASS Type GALV Thickness G-90 POSITION: 3.3 C (C) Groove N/A Fillet N/A Arc Spot N/A Arc Seam FLAT Progression N/A GAS N/A ARC SEAM N/A ONE G R -C GR -C N/A N/A N/A 18 -GA GALV G-90 N/A N/A FLAT N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the w were prepared and tested in accordance with the requirements of 6.7 of ANSI/AW uctural Welding Code - Sheet Steel IM A Date Tested 4/24/2003 Signed By % Ll WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No rX ' Name JASON LAW Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Card No. N/A Welder [X Operator [_N_/A1 I.D. NO. #256 Qualified With AWS WPS NC PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual FX Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes FX . No N/A Consumable Insert Yes N/A No FX Double Welded N/A or Single Welded FX Short Circuiting Arc (GMAW) Yes N/A No 0 Current AC N/A DC FX Back Purging Yes N/A No FX Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes 0 No N/A 1" PLATE Side Bends[X Root and Face Bend N/A]2 EA. PassF7X Fail N/A Macroetch Test Results I I PROCESS es QUALIFIED FOR Acceptable Yes RN No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G �2G �5G N/A 6G N/A (T) Min. Plate 1G �2G 03GN/A 4G F7X(T) Min Consumable InsertN/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F FX 2F FX 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F FX 2F FX 3F N/A 4F FX (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down FN—/A—1 Single Side FXI Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS st rd �K welder certification and ANSI / AWS D1.1-98 Code or Standard. 1,-2 ) Date Tested 5/17/03 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND ' WELDER QUALIFICATION TEST RECORD SPECIFICATION NO WELDER PROCEDURE SPECIFICATION I.D. NO. #256 N/A JASON LAW Material specification A-706 Rebar size #4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding 1G, 2G, 3G, 4G. Filler metal specification A5.1 / A5.5 Filler metal classification E-7018 Shielding gas N/A Gas flow rate' N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment NONE Preaheat and interpass temperature NONE IAIPI nlMf'- 00nr'1=n1IRF TEST RESULTS Tensil Strength, psi 1 N/A 2 N/A Visual Inspection Appearanc VOK Undercut ACCEPTABLE Porosity NONE NDT Type N/A Results N/A Macroetch Tests 1G #1 Joint Detail #2 2G #1 #2 3G #1 #2 4G #1 ARA #2 PASS PASS PASS PASS PASS PASS PASS PASS Pass No. Electrode Size Welding Current Joint Detail Amps Volts °tel E A� 0 IBOTE 7) T7P °IEI L ARA AUTO ° MN. D . K -T—�� 1 1/8" 130 FUNCTION . a ol+ W. WHOWVER 18 LESS OF A SecTm "A MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE fNDERECT BUTT JOINT This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements f 2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. AWsaii EDURDO OJEDA, A ' 950101571 On Procedure No. N/A Manufacture LAW STEEL Revision No. N/A Authorized by ED OJEDA JR. Date 5/17/2003 WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JASON LAW Identification No. # 256 Qualification Date 4/24/2003 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SEAM Backing Material Type N/A Groove Welded From: One Side or Both Sides ONE BASE METAL: Material Specification Sheet Steel GR -C Supporting Steel GR -C Sheet Thickness: Groove N/A Fillet N/A Arc Spot N/A Arc Seam 18 -GA. COATING (S): Type GALV Thickness G-90 POSITION: Groove N/A Fillet N/A Arc Spot N/A Arc Seam FLAT Progression N/A GAS N/A ELECTRODE ARC SEAM N/A ONE G R -C G R -C N/A N/A N/A 18 -GA GALV G-90 N/A N/A FLAT N/A N/A Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS, Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the ds were prepared and tested in accordance with the requirements of 6.7 of ANSI/ A tru EUUARDO 0I DA, a Welding Code - Sheet Steel ` M1 r, Date Tested 4/24/2003 Signed By WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes NIA No F Eye Glasses N/A 4 Contact Lenses N/A Magnifiers N/A Name JAMES LAW Card No. N/A Welder FX Operator N/A I.D. NO. 038 Qualified With AWS WPS No PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.21 ProcessN/A es) FCAW Manual Semi-AutomaticM Automatic N/A Machine N/A Test Base Metal Specification A-36 GR -B Shielding Gas N/A Flow Rate N/A POSITION 3G AWS Filler Metal Classification E71T-1 SPEC # AWS A5.20 Size 5/64" Backing Yes 0 No NIA Consumable Insert Yes[N/A No 0 Double Welded N/A or Single Welded �]X Short Circuiting Arc (GMAW) Yes N/A No 0 Current AC N/A DC 0 Back Purging Yes N/A No Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes FT� No N/A 1" TEST PLATE Side Bends Root and Face Bend N/A PassO - Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes EE No N/A I FCAW POSITIONS QUALIFIED FOR Groove: - Pipe 1G N/A 2G N/A 5G N/A 6G N/A (T) Min. Plate 1 G 0 2G0 3G OX 4G N/A (T) Min. Consumable Insert N/A Backing Type STEEL +24" Max N/A Diameter N/A Range N/A 1/8" Max UNLIMITED Fillet: Pipe 1F OX 2FF7X 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate IFF-71 2F 0 3F � 4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up [N—/A—1 Down FN—/A-1 Single Side N/A Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for Ider certification and 'ANSI / AWS D1.1-98 Code or Standard, /f7:3)./ /7 , n Signed By Date Tested . 5/28/05 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required Name WELDER QUALIFICATION TEST RECORD Yes N/A No OX JAMES LAW Welder FTJ Operator N/A Qualified With AWS WPS NC PER TABLE 4.9 Supliment No. Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Card No. N/A I.D. NO. #258 N/A Test No. FIG 4.24 (A) Process(es) SMAW Manua10X Semi -Automatic N/A Automatic FN—/A-1 Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes [—X-� No N/A Consumable Insert Yes N/A No Double Welded N/A or Single Welded 0 Short Circuiting Arc (GMAW) Yes N/A No Current AC N/A DC 0 Back Purging YesN/A No 0 Visual Test Results Bend Test Results TEST RESULTS Acceptable Yes F-X-� No N/A 1" PLATE Type Bends: Side BendsFX Root and Face Bend N/A I 2 EA. Results: PassQ Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No NE SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G M2G N/A 5G N/A 6G N/A (T) Min. Plate 1G F -X -12G N/A 3G N/A 4G F- (T) Min. Consumable Insert N/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F F-Tj2F 04F 05F N/A I (T) Min. 1/8" Max UNLIMITED Plate 1F 02F 03F N/A 4F F--X�(T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side Ell Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AW ar welder certification and ANSI / AWS D1.1-98 Code or Standard. d Signed By Date Tested 9/11/03 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 Eye Correction Required Name WELDER QUALIFICATION TEST RECORD Yes N/A No JAMES LAW Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Card No. N/A Welder FX Operator N/A I.D. NO. #258 Qualified With AWS WPS NC PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW ManualF Semi -Automatic N/A Automatic rN-/`Aj Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes 0 No N/A Consumable Insert Yes N/A No FX - Double Welded r N/A or Single Welded OX Short Circuiting Arc (G MAW) Yes N/A No 0 Current AC N/A DC 0 Back Purging Yes N/A No 0 Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes F -X--] No N/A 1" PLATE Side Bends Root and Face Bend N/A 2 EA. Pass Fail N/A Macroetch Test Results I PROCESS (es) QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G 02G 05G N/A 6G N/A (T) Min. 1/8" Max 3/4" Diameter 4" TO UNLIMITED Plate 1G F—X ]2G 03G 04G N/A (T) Min. 1/8" Max UNLIMITED Consumable Insert I N/A I Backing Type STEEL Fillet: Pipe 1 F 02F Q4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F Q2F F—X]3F F -X --]4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side I A Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AW�nd ardfQr welder certification and ANSI / AWS D1.1-98 Code or Standard. (vZ L ) OS) Signed By Date Tested 6/15/02 M10623 WELD CERT 1215 S. HERMOSA ST ` BANNING, CA. 92220 909 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES LAW Identification No. #258 Qualification Date 6/15/2002 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression ARC SPOT ARC SPOT N/A N/A ONE ONE GR -C GR -C GR -A GR -A N/A N/A N/A N/A 18 -GA. 18 -GA. N/A N/A GALV GALV. G-90 G-90 N/A N/A N/A FLAT FLAT N/A N/A N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (8 ural Welding Code - Sheet Steel . maga i Date Tested 6/15/2002 Signed By �106f _ Test Date: e7-7--89 tQ C81`11ffcalfon Nurnbnr: 1 SJciaf Security Number: 489-74--163861 - ELDINQ CERTIFICATION Jams Lee Thi* Is to certify that [Jame: _ 1.04,16 SafiEfacdaridy oornpltttesf Id Passed Uta te,.i ^-- - - - - a requiremenW of -Shielded Melded t4eta1 Arc _ r The undersigned testifies Mot he witnessed the welding and found the rxvtdtwto to b_con tent detailed On 1110 roverso side of This card. Tested and lified by GOI_CEN ,STATE TESTING SERVICE,' (6-85) Test Date: 7-7-89 _19— C eitilicailon t9Ceititicatlon Number: _0_9_-7_33,5b___ Sociel Security Number: _ ®y�pp 3 . WELDING CERTOR�^strYA ION This, is to certify that --•- ties sastistaMrily cotygAW..ed & passed the tQ51 regLAMI-Aents ai - 4" f The underal �#d testtli s-•ey he witnessed the Yielding and found Ute c,,dia9 € ts0 r,po nt' }st'�iled on the roverse side of this card. Inspecrr to----- 1•dotWu:_._._- C:___-.--.-._._---. Tested and STAV Cwtifwd by GOLDEN E TESTING SERVICE (6-85) Tbst Dole:__JULV C✓eilifia lon Plumber:_ -- Social Security Number: __48_9=7='t-_�6386___ This is to certify Chet ,,tame: JAMES LEE _ -- Nus eatistacionly (maip et rd 6 passed the lest Shielded Meca requirements of -..----. _=----- �-�� .__..—_.__-_--- The underaign�Q testilits t he wilnesuod the welding and found the candidEtt¢trli? j f�r of© pie ail on a reverse side g this card. In6pw_tor. _ _1 .--�_ - Weldor: _.. _ - Tested and Certified by GEL FN STATLr TESTING SERVICE (6-85 I J RECORD OF WELDING OPERATORS QUALIFICATION TEST Process:___--.._ _ Gua Molal Arc GMAWj--:_-_-. Buse Metott Carbon Steel _ _ Pillar Metolr R.Y✓.S. A5,18____,_ ,-__ _ �.� Thicknasso _Unlimited - Posilionsi All. Joints, -_—Groove[ & fillela /_X, �ZK: Test conducted to the requirements of Qualifi- THF 00RE 11 1 EN / A.W.S, D1.1, Part 5, Welder cation Code for Welding io Building J> �W V -- RECORD OF WELDING OPERATORS QUALIFICATION TEST : p,,. Shielded Metal Arc (SMAWI -- C�UCC"aa: Steil _ _-- - Baso MetnitCarbon ..- A.W.5. AS.5 _ - ------ Filler Metal: Unlimitd _ asl ns �II - Thicknesa: _ /--_� THEODORE DAVIN 85(160381 Tell conductod to ?he requirements of \� A.W.S. Dl.l, Part 5, Welder Qualifi• \\ G I d cation Code for W614ing in Building ��• Construction. N RECORD OF WELDING OPERATORS QUALIFICATION TEST Process: Shielded Metal Arc SMAW ___- Bose Metol:ASTM A53 Pipe - Fitter Metal, E6010 & E7018 AWS A5.1 & AWS A5.5 _- Thickness:187 to .750 Pos' _ 6G- Joints: Y Grooves 6 Fillels - I ac 9 Test conducted to the requirements of A.W.S. DIA, Part 5, Welder Qualifi- THEODORE DAYEMN talion Code for Welding in Building 85060381 Construction. Tho Root Pass was done with E6010 t/q" without back-up ring, the other passes were done with E7018 t/0" WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No Q Name JAMES LEE Welder F -X -j Operator N/A Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Card No. N/A 1. D. NO. #222 N/A Test No. FIG 4.21 Process(es) FCAW Manual N/A Semi-AutomaticQ Automatic N/A Machine N/A Test Base Metal Specification A-36 GR -13 Shielding Gas N/A Flow Rate N/A POSITION 2G AWS Filler Metal Classification E71T-1 SPEC # AWS A5.20 Size .045 Backing Yes Q No N/A Consumable Insert Yes N/A No [ Double Welded N/A or Single Welded 0 Short Circuiting Are (GMAW) Yes N/A No 0 Current AC N- -/A-j DC Q Back Purging Yes N/A No Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes Q No N/A 1 1 1" TEST PLATE Side BendsF7X Root and Face Bend FNITA Pass® Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A I FCAW POSITIONS QUALIFIED FOR Groove: Pipe 1G N/A 2G FFTA6G N/A 6G N/A (T) Min. +24" Max N/A Diameter NIA Range N/A Plate 1GEK] 2G �]X 3G N/A 4G N/A (T) Min. 1/8" Max Consumable lnsertFN—/A-1 Backing Type STEEL UNLIMITED Fillet: Pipe 1F Q 2F Q 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F 0 2F 0 3F N/A 4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side 0 Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standar or welder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 6/15/02 Title /J SIGNATURE IIAS Si;C'(:E�;SI IfI.I�' 1'�1SSED "I1lE RA.1,0XVING WELDING "FI ST AS PER REQUIREMENTS OF AMERICAN WELDING SOCIETY D1.I, AND D10.9 1�UIZ (sIZUUI'E AND FILLF;I' WELDS PROCESS Slileldcd Metal Arc (Si%IAW) x PLATE PIPE OTHER MATERIAI S, QUALIFIED BASE Carbon Steel _- ELECTRODE —AWS A5.5 -- ASTM .A. 36 THICKNESS QUALIFIED: (_j Lq & BELOW _ LIMUED 89-733SB E7018 F4 —X—) ALL -- —L) -- UNLIMITED 11NLIMITED (7TH ER 7-7-89 CERTIFICATION NUMBER ,/ac 1 \AWSDATE TV3TED �• –_i_.. � T41F.ODONE DAYia9 TEST ti�'I I1VEjrs.. EI) BY a �\ C bSTMING WITNESSED BY GOLDENSTATE TESTING SERVICE 195 W Bertedict v ,`vin Bernrirclino�, C.A 92-408 ® ( 714) 88-4-0479 O 825.5378 1.171 St,,mislntis ea Fresno, CA 931700 o (209) 237-2874 3916S, (;Ilc�tcr w 11;Iltcr�;licicl, (;,� �),�,�U7 (,�0;) ,�;,i,l-01?3 WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name = GARY MARQUEZ Identification No. #031 Qualification Date 5/17/2003 Welder Social Security No. VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression ARC SEAM ARC SEAM N/A N/A ONE ONE GR -C GR -C G R -C G R -C N/A N/A N/A N/A N/A N/A 18 -GA. 18 -GA GALV GALV G-90 G-90 N/A N/A N/A N/A N/A FLAT FLAT N/A N/A GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS ��vu!n �Q!�% SSTest Conducted By E OJEDA a to 5/17/2003 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 ) Structural Welding Code - Sheet Steel Date Tested 5/17/2003 Signed By WE' LD CERT 1215 S. HBRMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. N/A WELDER PROCEDURE SPECIFICATION I.D. NO. Material specification A-706 Rebar size #4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding IG Filler metal specification A5.1 / A5.5 Filler metal classification E-7018 Shielding gas N/A Gas flow rate N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment NONE Preaheat and interpass temperature NONE WELDING PROCEDURE GARY MARQUEZ #031 TEST RESULTS Tensil Strength, psi 1 N/A 2 N/A Visual Inspection Appearanc VOK Undercut ACCEPTABLE Porosity NONE NDT Type N/A Results N/A Macroetch Tests 1G #1 PASS #2 PASS 2G #1 N/A #2 N/A 3G #1 N/A #2 N/A 4G #1 N/A #2 N/A Pass No. Electrode Size Welding Current Joint Detail Amps Volts 1YP EIEI l � D AUTOI D,, 1 1/8" 130 FUNCTION T- "" W"' ' at a OR 30, WHON9VER 18 LEBB OF eeCTM "-" MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE INDERECT BUTT JOINT This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements o 6.2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. AWS QC EMDUAOU ja cwt Procedure No. N/A Manufacture LA TEEL Revision No. N/A Authorized by ED OJEDA JR. Date 5/17/2003 WELD CERA' 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No FX Name MARTIN MARTINEZ Welder FX Operator N/A Card No I.D. NO Eye Glasses N/A Contact Lenses N/A Magnifiers N/A N/A Qualified With AWS WPS NC PER TABLE 4.9 Supliment No. N/A Test No Process(es) FCAW Manual N/A Semi-AutomatiGF- Automatic N/A 092 FIC, 4 7A Machine N/A Test Base Metal Specification A-36 GR -B Shielding Gas CO2 Flow Rate 25CFH AWS Filler Metal Classification E71 SPEC # AWS A5.20 Size 1/16 Backing Yes No N/A Consumable Insert Yes N/A No Double Welded N/A or Single Welded [71 Short Circuiting Arc (GMAW) Yes N/A] No Current AC N/A DC FX Back Purging Yes N/A No Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes F—X] No N/A 1" TEST PLATE Side Bends Root and Face Bend N/A Pass Fail N/A Macroetch Test Results I PROCESS (es) QUALIFIED FOR Acceptable Yes N/A No N/A I FCAW POSITIONS QUALIFIED FOR Groove: Pipe 1 G N/A 2G N/A 5G N/A 6G N/A (T) Min. Plate 1 G F—Xj 2G F—X--] 3G N/A 4G N/A (T) Min. Consumable InsertN/A. I Backing Type STEEL Fillet: Pipe 1 FF—X] 2F F—X—j 4F N/A 5F N/A (T) Min Plate 1 F F--X-j 2F 0 3F N/A 4F N/A (T) Min Vertical Up N/A Down N/A Single Side +24" Max N/A Diameter N/A Range N/A 1/8" Max UNLIMITED 1/8" Max UNLIMITED 1/8" Max UNLIMITED Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certification and ANSI / AWS D1.1-98 Code or Standard.,' Signed By l` <�-`'".``� �``- Date Tested 11/29/04 Test su ' or •� 9s'4aRfei cwt . TRI-CM4UNITY AV=-.:2DUCATION P, 0,%.�,W& M $pomw.m. TSL UNEMM DISTRICTS OF #8 BAR , TEW-- M.- CHARTER om.; -VALE` LSD :Wgn:COVM #8 am NAM ovm.,i� : 1AR. VIM -- ADDRE. S,: s Om. 4F 9 0 2 7*-*', NAME -A zt TEST cArmity. x El j PROCESS AMPS. lit T-C&TION: l !LG& 2471 .. .. ... ...... STRUCTURAL STEEL. TEST''II HT:G�UG$ STEEL TSgT� --�sim Bmw #1 vElff. 3 G., :?-aa PM ID WEL Slft': BEND .,#"I PLUG -VE #2 --Ir-. -�S G VERT," @ .S IDE 'TMS LA PSI.. WELID TIME TL ITZ: ..:'.VEM -3 WS 13 - PSI ELUCTRODES USFD TMM 11Z #4 OVM SU .17 TECHNIQUE: TENSILE .45 OM..* - 46 TENSILE #6 OVIRDi.Ag�L_.. 49 LBS. @ LBS. 47 SUCCESSFUL PASSING OF THE TEST BY TlM STUDENT. THE ABOVE TESTS WE" PERFORMED IN THE PRESENCE OF. WELDING IMTRWTOR TC/57 - (Rev. 9/78) THE ABOVE. TESTS WERE PERFORMED AT THE WELDING CENUR DIRECTOR Vlgtrf- -3- #8 BAR , TEW-- M.- #9 BAR HAM #8 am NAM ovm.,i� : 1AR. VIM -- #6 R mm Om. 4F 49 LBS. @ LBS. 47 SUCCESSFUL PASSING OF THE TEST BY TlM STUDENT. THE ABOVE TESTS WE" PERFORMED IN THE PRESENCE OF. WELDING IMTRWTOR TC/57 - (Rev. 9/78) THE ABOVE. TESTS WERE PERFORMED AT THE WELDING CENUR DIRECTOR JUL-02-99 09:1E3 FROM:ANVIL ID: 3606711126 PAGE 2/4 E NGINEERING DESIGN �NV1 L 1B7a W BAKERVIEW ROAD MANAGEMENT BELLINOH, WA fE" j [ p/� p� _._ CONTR.LIC.0AN-VI-LC•2710H LABORATORIES CORPORATIOPJ - TELEPHONE(360) f71-1450PECTION FAX (M) 671.1697 WELDER AND WELDER OPERATOR QUALIFICATION TEST REPORT ;336 / PROJECT %l •f�79��s / -� `S'7p v�'e/� TEST REPORT NUMBER CONTRACTOR �� r l J08 NUMBER ATTENTION: DATE WELDER'S NAME SOCIAL. SECURITY NO. WELDING CODE WELD PROC• NO. & REV. NO. Al' S .vfC S 13,?p-3 I Acv s D/� % r e c� , �� j0 r WELD PROCESS POSITION BASE )AAT EPIAL 3CO YJ�PLATE ❑ PIPE 644W J G 71 V(514_ PLA E THICKNESS PIPE DIA./WALL.. THICK RANGE UAUFIED G WELD JOINT � I GROGVE G FILLET ,3 I DLA THICK r BACKING WELD PROGRESSION CRAFT FJ YES � UP ❑ UR Cl NO C DOWN ❑ R/L SMAW CURRENT POLARITY FILLER `PEC. NO.14 C�pSIT EO � E -J AC I - STRAIGHT F NUM/BEA b LS+ OC � REVERSE �/ GTAW CURRENT POl�1RfTY FILLER SPEC. NO. CLASSIFICATIONGAS TRADEONAM SIZE I O AC i C STRAIGHT F NUMBER O OC C REVERSE GMAW CURRENT POLARITY FILLER SPEC. NO. CLASSIFICATION SIZE I GAS AND TRADE NAME ❑ AC ❑ STRAIGHT F NUMBER O DC ❑ REVERSE RADIOGRAPHIC TEST ----------------- FILM IOENTIFICATION I RESULTS COMMENTS: _N DATE - 97 TEST CONDUCTED BY ANVIL CORPORATION: PER ANVIL NOE TECHNICIAN LEVEL Ii: PER LAB NO. GUIDED BEND TEST RESULTS TYPE RESULT TYPE RESUL 3G .�o d t l 19{UM 0 -MM G i> HJ: d We, the undersigned, certify that the statbrients in this record are correct arxi that the voids epared A I-"-)8! and tested in accordance with the r irements of -.1 r 1 ��o r MANUFACTURER QfiCO TRACTOR WITNESSED r AUTHQ Y OATS DATE ANVIL T51 ORIGINAL I CONTRACTOR • YELLOW I CLIENT • PINK ANVIL - GOLD I N.D.E, LD G , E ff 1215 SO. HERMOSA ST. BANNING, CA 92220 " (909) 849-3127 WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. . N/A WELDER JOSE G SILVA SSN# 610-10-9889 PROCEDURE SPECIFICATION Material specification A-706 Rebar size #-4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding 1G—, -2—G-, 3G, 4G Filler metal specification A5.1 Filler metal classification E-7018 Shielding gas N/A Gas flow rate N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment BACKGOUGE Preaheat and interpass temperature PER TABLE 5.2 wGi ninin D0nf1D111too TEST RESULTS Tensil Strength, psi 1 N/A 2 N/A Visual Inspection Appearance VOK Undercut ACCEPTABLE Porosity NONE NDT Type N/A Results N/A Macroetch 1G 2G 3G 4G PASS PASS, PASS PASS PASS PASS PASS PASS QC 1 EDUARDO OJEDA, JR. 95010621 cwi // Pass No. Electrode Size Weldin Current Joint Detail Ams Volts PER FIG 6.6 (b) FLARE BEVEL GROOVE 1 + Auto As 1/8" 90-120 Function INDIRECT BUTT JOINT Needed of Machine This procedure may vary due to fabrication sequence, fit up, pass size, etc, within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements of 6.2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. Procedure No. N/A ; Manufacture LAW STEEL Revision No. N/A Authorized by . Date 7/24/99 FORM FOR WELDING PROCEDURE QUALIFICATION TEST RECORD (POR) company Name_ LAW STEEL _ ___----- - ---- - -- - - --- Procedure OualificationTest Record No. E -7018 -ASI Welding Procedure Specification No. E -7018 -AS Rev..__N/Q_.___ Date.- N/A Welding Process(es) SMAW Type __MANUAL------ (Automatic, manual, etc.) Mode of Transfer for GMAW N/A _ (short circuiting, spray, etc.) JOINTS (Table 6.1) Type of Welded Joint(s) ARC SPOT WELD Backing (Yes) X (No) N/A Backing Material Type A-36 Groove Welded From: one side N/A both sides N/A BASE METAL (1.2) Material specification type and grade: Sheet steel GRADE A to GRADE C Thickness 18 GAGE Support Steel Thickness 1/211 Base Metal Preparation VISUAL EXAMINATION RESULTS (6.7): Specimen 1 ACCEPTABLE Specimen 2 ACCEPTABLE Diam of Arc Spot Nugget • 3/411 Test Conducted by per Lab Test No. ritui QuALirim) N1 Date of Test 6/29/98 — TWIST TEST PER TBL. 6.1 PASS/PA POSITIONS (Table 1.1) Position of Groove N/A Position of Fillet N A Progression FLAT GAS (6.6) Shielding Gas N/A Flow Rate N/A Percent Mixture N/A FLUX (6.6) Filler Metal (Table 5.1)• Specification A5.1 Classification E-7018 COATINGS(S): Type GALL Thickness G-90 Sketch of Joint Details J >R. de i d, - d -2i d, = 07d -1.5i TECHNIOUE Pass No. Electrode Size Welding Current Travel Speed Melting Rate Wire Feed Speed Amperes Volts 1 1/811 170 AUTO FUNCTIO N/A 3.5-5 N/A OF P9ACHINE Welder or Welding Operator Name --_ JOSE SILVA Identification No. _—N/A _._. Date of Oualificaliorl_.._ -- --- Welder's Social Security No-- 610-10-988 The undersigned certilies (hal the slatements in this record arc correct and that (he test welds were prepared, welded. and tested in accordance with the reyviremenis of 6.7 of ANSI1AVIS D 1.3 ( 89 .). Slru.clural Welding Code - Sheet Steel. (Year) Authorized by . E OJEDA _ Date 6/29/98 .`� John R. I N C O R P O R A T E D REPORT OF WELDER QUALIFICATION TEST CLIENT: Law Steel 896 S. Hathaway Avenue Banning, California 92220 WELDER: Jose Silva DATE OF TEST: September 27, 1995 EQUIPMENT: Idealarc MATERIAL: A-36 THICKNESS OF PLATE: 1 Inch GROOVE WELDS Side Bend Side Bend LAB NO.: 5305 FILE NO.: C-1065 CARD NO.: 1433 SOC. SEC. NO.: 610-10-9889 ELECTRODES: 7018 TEST RESULTS VERTICAL Passed Passed /l\l TlnYTT A r Passed P ass ed REMARKS: Tests were conducted in accordance with AWS Section V for Metal Arc Welding. CONCLUSIONS: Test results qualify Jose.Silva to weld by Shielded Metal Are for Structural Field or Shop Welding with 1 inch plate for unlimited thickness in conformance to AWS D1.1-94 Structural Welding Code. Welding and testing of above specimens witnessed by Tim McGinnis JR8:ls Respectfully submitted, JOHN R. BYERLY, INC. John R. Byerly, Civil No. V3� 1 M Z0-97 J GEOTECHNICAL ENGINEERS 0 TESTING AND INSPECTION 2257 South Lilac Ave, Bloomington, CA 92316-2903 Bloomington (909) 877-1324 RIverslde (909) 783.1910 Fax (909) 877-5210 N John R. BEMU N C O R P O R A T E D REPORT OF WELDER QUALIFICATION TEST CLIENT: Law Steel LAB NO.: 5297 896 S. Hathaway Avenue FILE NO.: C-1065 Banning, California 92220 CARD NO.: 1431 WELDER: Roberto Tamayo SOC. SEC. NO.: 619-09-7792 DATE OF TEST: September 12, 1995 EQUIPMENT: Miller Welder ELECTRODES: 71 Mig Wire outer shield MATERIAL: A-36 THICKNESS OF PLATE: 1 Inch TEST RESULTS GROOVE WELDS HORIZONTAL Side Bend Passed Side Bend Passed REMARKS: Tests were conducted in accordance with A. W.S. Section V for Metal Arc Welding. CONCLUSIONS: Test results qualify Roberto Tamayo to weld by FCAW for Structural Shop Welding in 1G, and 2G position only, semi-automatic, with 71 mig wire, and 1 inch plate for unlimited thickness in conformance to A.W.S. Standard Code. Welding and testing of above specimens witnessed by Jim Sinerson JRB:ls Respectfully submitted, JOHN R. BYERLY, INC. John R. Byerly, Civil Engin GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2903 YF�� 2� No. 15871 m Dilate 9-30-97 x LAW STEEL, INC. FIELD WELDING PART -6 PROCEDURES FILLER MATERIALS & ELECTRODES STRUCTURAL STM 920 S HATHAWAY, BLDG. B MISCELLANEOUS IRON PO BOX 315 J PLATE FABRICATION / BANNING CA 92220 CONT. LIC. N714952 (909) 922-2249 PAX' (909) M-2391 . PRE-QUALIFI ED WELD PROCEDURE SPECIFICATION LS - SFC- r PROCEDURE SPECIFICATION A\\'S JOINT DESIGNATION: SINGLE OR NIULTIPASS: / LLE 7— MATERIAL SPECIFICATION:S�Z- V� ELDING PROCESS:.. So ,-Soo,3� p 53 F3 Elect. 11IANUAL OR MACHINE: M N U Kl1 Travel POSITION OF WELDING: Pass Elect. Stick FEED FILLER METAL SPECIFICATION: (4 is20 Nn. FILLER METAL CLASSIFICATION: Out 5r-P=5D FLUX/GAS SHIELDING: o SINGLE OR MULTIPLE PASS: SINGLE OR MULTIPLE ELECTRODE: s I ,Nj & L WELDING CURRENT: POLARITY:o;SrnvE�7 PREHEAT AND INTERPASS TEMP: r-r�:•w��.p 7-13,L 3,2 t'_� A\\'S JOINT DESIGNATION: SINGLE OR NIULTIPASS: / LLE 7— WEL-D This procedure mid \ ark within the limitations of variables given in Sections 3 b 4 of AAV.S. DI.l. 1996 Structural k1'elding Code. RF IS10\ '\0.; 1 DATE: �-'� Elect. W12 rA Travel Pass Elect. Stick FEED Speed Nn. Dia. Out 5r-P=5D Volts Inches 200 WEL-D This procedure mid \ ark within the limitations of variables given in Sections 3 b 4 of AAV.S. DI.l. 1996 Structural k1'elding Code. RF IS10\ '\0.; 1 DATE: �-'� STRUCTURAL STEEL'• �% 920 S HATHAWAY, BLDG. B T,d1SCELLANE0USMON* / IS S BOX PLATE FABRICATION PO PO BOX 5 . 9mo CONT. LIC. Y714932 (m) 973-2241 PAX: (909) 922.2391 PRE-OUALIFI CD ` WELD PROCEDURE SPECIFICATION PROCEDURE SPECIFICAdTION , MATERIAL SPECIFICATION: WELDING PROCESS: Elect. Dia. Elect. Stick Out a fit/ AZANUAL OR MACHINE: Travel Speed Inches POSITION OF WELDING: LST DMZ 140217 FILLER METAL SPECIFICATION: A5, Zd FILLER METAL CLASSIFICATION: C7iT- / ostrNt FLUX/GAS SHIELDING: SINGLE OR MULTIPLE PASS: �} S SINGLE OR MULTIPLE ELECTRODE:/,vG 2 SD WELDING CURRENT:T2EG7� tJ22L c�J7' POLARITY: CL�=20/Di 2Da j-�-� ✓L= PREHEAT AND IItTERPASS TEMP: --A-c-r4-E-6 -- /4- LZ_,. 3,2 AWS JOINT DESIGNATION: PITC: — 7D _ SINGLE OR NIULTIPASS: P C 1� Pass No. Elect. Dia. Elect. Stick Out �,1/t QC F'�1> jpE'CD �j ( 005TR Volts Travel Speed Inches MAtJOAL 2 SD 2- Z� ` , r Thi. procedure mai \ ary within the limilations of variables given in Secticns 3 d 4 of A.\A'.S. D1.1. 1996 Structural 11'elding Code. RF:VISION NO.: DATE: Z - .STRUCTURAL STEEL � t20 S HATHAWAY, BLDO. B f. kELLANMUS IRON PO BOX 515 PLATE FABRICATION BANNING CA 92220 CONI. LIC. Y714951 (909) 922-2241 PAX (909) 922.2391 :i PRE-OUALIFI ED WELD PROCEDURE SPECIFICATION L� r�f_3 PROCEDURE SPECIFICATION A AlA�TERIAL SPECIFICATION: V1'ELDING PROCESS:.. T�{ /�3G � � 1q S-7 2— v A C -G MANUAL OR MACHINE: MAAJ U4L POSITION OF WELDING: E- / 7 02 {-I alai -7— FILLER FILLER METAL SPECIFICATION: S' zo FILLER METAL CLASSIFICATION: r_ FLUX/GAS SHIELDING: i Cho v ©S-7 30_ t d eF� SINGLE OR MULTIPLE PASS: A 64., b SINGLE OR MULTIPLE ELECTRODE: , IrUL-(1--L WELDING CURRENT: ID 112 , }- POLARITY: PREHEAT AND INTERPASS TEMP: S'E�,477�}�sF� � 'T)4-PLLz- 3-2 649 "h,U AWS JOINT DESIGNATION: 8 _ U (:;F SINGLE OR MULT1PASS: Pass Elect. VVI QE C005r,� Travel Elect. Stick F'z-eD Speed No. Dia. Out SPZ'CD Volts Inches 3lz Z©v Z3-25- MAAjuh- 256 Zi -j— 2� m4PUA r Thi• pmccdurc mm% an' %s ilhin the limitalionx of Variables given in Sections 3 S. 4 of A.W.S. D1.1. 1996 Structural \Velding Code. RF ISION NO.: L!1 D.ATE: 7-0q., STRUCTURAL STEEL t20 3 HATHAWAY, BLDG. B LIISCEI.LA. FWUS IRON PO BOX 3 as PLATE FABRICATION BANNINO CA 92220 CONT. LIC.1714952 (909) 922-2248 FAX (909) 922-2391 ARE-OUALIFI ED WELD PROCEDURE SPECIFICATION PROCEDURE SPECIFICATION MATERIAL SPECIFICATION: M, DING PROCESS:.. ST,t,I 1�36A57Z- A-`192 A -SwI3 -533 _CA MANUAL OR MACHINE: f�NUHL POSITION OF WELDING: Travel Speed Inches FILLER METAL SPECIFICATION: Zoo FILLER METAL CLASSIFICATION:�'- M,�uvuc FLUX/GAS SHIELDING: SINGLE OR MULTIPLE PASS: zc� z6_�pM E SINGLE OR MULTIPLE ELECTRODE: WELDING CURRENT: POLARITY: PREHEAT AND INTERPASS TEMP: r-- 2� Z� Adu,YG AWS JOINT DESIGNATION: INGLE OR MULTIPASS: /�S )2 E , f) Pass :Elect. ia. Elect. Stick Out V), RE F'eEc, 51'j5Cb e005ra Volts Travel Speed Inches 3 Zoo Z3 LS M,�uvuc S 3/ zea 2� Z� Adu,YG Q D Thi., procedure nin% pan.within the limitations or variables Chen in Secticna 3 S. 4 of A.W.S. D1.1. 1996 Structural Welding Code. Rr.� l�10N N0.. f DATE: 2 t . STRUCTURAL STEEL %' M 3 HATHAWAY, BLDG. B NsCELLANEOUS IRON / PO BOX 31s PLATE PABF1CAT10N BANNING CA 9222o CONT. LIG 1114932 ("9) 9n-2241 PAX (909) 922.2391 PRE, -OUALIFI ED WELD PROCEDURE SPECIFICATION • LS SFC- ' PROCEDURE SPECIFICATION K1ATERJAL SPECIFICATION: WELDING PROCESS:: :57104f4`tz a' /4 S7 Z -5"4 r -W8 y � z,/ e ✓�u� _ l• h1ANUAL OR MACHINE: -1. A -,kJ 41 - ,POSITION POSITION OFWELDING: L,r+r — 140/2/:x. _FILLER METAL SPECIFICATION: 2©O FILLER METAL CLASSIFICATION: E -717--j FLUX/GAS SHIELDING: SINGLE OR MULTIPLE PASS: Co2 dU o ., _ 0. ,.^ r,�,1 SINGLE OR MULTIPLE ELECTRODE: ., WELDING CURRENT: LGA- u r2 2E),-rr-- MLARJTY: Z�6 PREHEAT AND INTERPASS TEMP: 04�1UA AWS JOINT DESIGNATION: SIi\1;1.F n5 X1111 Tlnecc. 1.,, U qA - r _ _ , Pass No. Elect. Dia. Elect. Stick Out V(/,QE -Fa-�I> Spec D C00afR Volts Travel Speed Inches 3/,1 2©O 23w -?S 7 ., Z�6 2Y--74, 04�1UA r This procedure mid ary within the limitations of Variables given in Secticnk 3 d 4 of A.bl'.S. D1.1. 1996 Structural \Vc1cling Code. Rr.� 1Slo� NO.: DATE: z -� STRUCTURAL MMEL no 3 HATHAWAY, BLDG. B 1;{1SCHLLANFAU3 IRON PO BOX 515 PLATE FABRICATION BANNING CA 92220 CONT. LIC. 17,14932 (909) 922-2241 FAX (909) 922.2391 PRE-OUALIFI ED WELD PROCEDURE SPECIFICATION ��--.,SFC_t! PROCEDURE SPECIFICATION MATERIAL SPECIFICATION: ASTM A 3�, /� qqZ f�$7Z-5o =5�r3 4 WELDING PROCESS:. G� MANUAL OR MACHINE: (jI POSITION OF WELDING: aZ/Z. i ick i FILLER METAL SPECIFICATION: Speed FILLER METAL CLASSIFICATION: FLUX/GAS SHIELDING: SINGLE OR MULTIPLE PASS: E71T—/ OS71 M LaoZ 100610 races n T" SINGLE OR MULTIPLE ELECTROI PL �F t I WELDING CURRENT: POLARITY: PLECTrZDI�,E ostrivE PREHEAT AND INTERPASS TEMP: EE -►� AGN l�� ,4,�; � , �t�a A1,�� 11 A_NVS JOINT DESIGNATION: T - U I SII:GLE OR ) IULTIPASS: Pass ect. WIQt Co�srA Travel ick .F�b Speed lin. 4Dia.ouf 6pei5 Volts Inches /� Z©o 23-2-s M �� ZSO 1Z�.Z4 Im I 1 Gc�UGE 1 � 1 1 c , r Thi. procedure maiNa v whhin the limitations or variables given in Smim 3 S 4 of A.\l'.S, DI, 1. 1996 Structural \Welding Codr. REN*IS10N NO.' 1 DATE: 2 -Ot/ 0 • STRUCTURAL STEEL MSCELLANEOUSIRON PLATE FABRICATION CONT. LIC. 11714952 920 S HATHAWAY, BLDG, B PO BOX 515 ` BANNING CA 92220 (909) 921.2248 PAX: (909) 972.2791 PRE -QUALIFIED NVELD PROCEDURE SPECIFICATION `NI.P.S. # PRE -Q -MSI -T -►`i PROCEDURE SPECIFICATION .N1.ATERJ.-kL SPECIFICATION: ASTM A36, A572-GR.50,•A500-B !� ELDING PROCESS: 5 MAQ AI..kNUAL OR INIACHINNE: S Tb POSITION OFT- LDING: At_ 7116/� 1 La— 15b bG-i- FILLER METAL SPECIFICAT101�: FILLER )METAL CLASSIFICATION`: I FLUX/GAS SHIELDING: _F70 N SINGLE OR Iv1ULTIPLE PASS: LILTIPLI= SINGLE OR MULTIPLE ELECTRODE: 51 LI L-9 MILDIN'G CURRENT: POLARITY: PREHEAT AND INTER -PASS TENIP: t_E 3, ,Ll t-1 WS JOINT DESIGNATION: BTL- D I\GLE OR MULTIPASS: _ o I Elect. Pass 1 Elect. Stick No. Dia. Out Am f►c �/• TriVel LUQR�uT I Speed ;Inches A �` LL �g w D2A4^ I DO- 15p �[ -}- S Tb I I 7116/� 1 La— 15b bG-i- t� T-1 = 3/1- TH121J U N LI r -T rrE-D T-2.= u 0L-1 M1TED Th.i, procedure m.3+ yarn ++ ithin the limitations of variables given in Sections 3 $ 4 of A.Vti'.S. D1.1. 1996 Structural Weld inc Code. RCvISIO\ \o.: DATE: I -Z7- 0( • �7otg—AL_1- C 0 STRUCTURAL STEEL TvIISCELLANEOUS IRON PLATE FABR]CATION CONT. LIC. #714952 820 S HATHAWAY, BLDG. B PO BOX 515 BANNING CA 92220 (909)922.2248 FAX: (909) 922-2391 PRE -QUALIFIED WELD PROCEDURE SPECIFICATION W.P.S. # PRE -Q -MSI- P-� s PROCEDURE SPECIFICATION MATER -IAL SPECIFICATION: ASTM A36, A572-GR.50, A500 -B -V1'EL15INij PROCESS: — C A MANUAL OR MACHINE: _ I POSITION OF WELDING: AmPs ; Volts Fnches ALL 07Z:Zoo-2+ yZ- FILLER METAL SPECIFICATION: A WS, o FILLER METAL CLASSIFICATION: 17_g FLUXJGAS SHIELDING: RE-gD SI;rGLE OR MULTIPLE PASS M LA 1-71 P LE- ESINGLE SINGLEOR 1\1ULTIPLE ELECTRODE: :230-2So MELDING CURRENT: I P, E C --r POLARITY: I_ C - Eo PREHEAT AND INTERPASS TEMP: pE -St-E 3,Z kNVS JOINT DESIGNATION: —)� TC -—' (0 —CF ')INGLE OR IMULTIPASS: A5 EQ'D Elect. Travel Pass Elect. Stick I Speed �o. Dia. Out AmPs ; Volts Fnches ALL 07Z:Zoo-2+ yZ- f Ig -z1 i>-9 AS `zoo -"z-45 18-zi 10-I 5 RE-gD :230-2So 23o—Z90 1 rZ3 i to -IS IZSo-3s�� Zc —zS 19 ' 2So-3 I 10 f 4 '/IL, TH2.0 1. Q LI M t -rED T -.Z _ L4 !J L I ED T!lire mn. 1 am \\ ithin the limitations of vari3bles eiNcn in Sections 3 d. 4 ofA.V,'.S. DI.I. 1996 Structural %k'eldinc Code D.ATE: Nv— Z3Z o7Z 7 STRUCTURAL STEEL MISCELLANEOUS IRON PLATE FABR.ICATION CONT. LIC, N714952 820 S HATHAWAY, BLDG. B PO BOX 515 BANNtNO CA 92220 (909) 922.2248 FAX: (909) 922-1791 PRE -QUALIFIED `VELD PROCEDURE SPECIFICATION W.P.S. #.PRE-Q-MS1- t✓ -23 PROCEDURE SPECIFICATION MATEJUAL SPECIFICATION: ASTM A36, A572-GR.50, A500 -B WELD1G PROCESS: G A lam/ MANUAL OR MACHINE: I Elect. Sticl: POSITION' OF. WELDING; LL Dio. Out FILLER METAL SPECIFICATION: A o _FILLER )METAL CLASSIFICATION: F_I T- -FLUX/GAS SHIELDING: 1JZA SINGLE OR MULTIPLE PASS: ij Tt SINGLE OR MULTIPLE ELECTRODE: 10-14 MILDIN CURRENT: 4-9 P0LARITY: 71 PREHEAT AND INTERPASS TEN!E:j:A A WS -TA, g �_ E I 1,j I m Lj r-, A11'S JOINT DESIGNATION: — L I k — F SINGLE OR 1\IULTIPASS: ' ,.T-1= 3/B.' M e. -,,, - S `:: L_ 1 LLP min.% \. z-\ xk ithin the limitations of \-ariahles Fi%cn in Sections 3 & 4 of A.W.S. D1.1. 1996 Structural WdJinp Codc. Rl DATE: N z Z3Z . 0"8 Elect. I Tr9vel Pass I Elect. Sticl: i Speed Dio. Out ; Amps Volts Inches A,�`195-zLo I12,-zt A -s I ZLo j tg-ZI 10-14 Z6o-3Sb; 2�-24 4-9 zGo-35b 7�o-Z� -14 i i Ilo �q 3 4o-4t� 2S-2-7 I 34-0 —� ZS -27 1 I I o-14 � ,.T-1= 3/B.' M e. -,,, - S `:: L_ 1 LLP min.% \. z-\ xk ithin the limitations of \-ariahles Fi%cn in Sections 3 & 4 of A.W.S. D1.1. 1996 Structural WdJinp Codc. Rl DATE: N z Z3Z . 0"8 STRUCTURAL STBHL 620 S HATHAWAY, BLDG, B 0SCELLANSOUS [RON PO BOX 313 PLATE FABRICATION BANNINO CA 92220 CONT. LIC. M714932 (909) 922.2249 PAX: (909) 922.2191 PRE -QUALIFIED 'VELD PROCEDURE SPECIFICATION W.P.S. # PRE-Q-AISI- F--7 PROCEDURE SPECIFICATION MATERIAL SPECIFICATION: ASTM A36, A572-GR.50, A500 -B `1'ELDING PROCESS: W MANUAL OR MACHINE: POSITION OF MELDING: -ECA ro TI 9S5--6Los� 1l8 --z l FILLER METAL SPECIFICATION: ;`I FILLER METAL CLASSIFICATION: F--71 T- FLUXJGAS SHIELDING: N SINGLE OR MULTIPLE PASS: _ SINGLE OR MULTIPLE ELECTRODE: *-9 340 - 4ov 2-5-Z7 WELDING CURRENT: -D POLARITY: I-6GT D E PREHEAT AND INTER.PASS TEn7P: AWS JOINT DESIGNATION., FI L_t_ Er �]�GLE OR NILILTIPASS: FV2SS1'ct. I Stick Outa, Amps Volts r l Speed Inches v9t4e ALL- Cvg %ZE-le1c�t�. l1 Zz. S Z I --a 9S5--6Los� 1l8 --z l II t'Tot ;`I -9 1i i 1 2 o -15b 7-0 -Z-# Io - 14 1 �34o--�cn i5 --z7 *-9 340 - 4ov 2-5-Z7 I t(:5 C� t �r T- = �g T- H 2c-! U ►.L L- i n, r T c: p T- Z =if r 1:.i:, procedure mai san• a ilhin the limiwiom of variables given in Sections 3 &- 4 o(A.\V.S. D1.1. 1996 Structural \\Weldinn Code. REVISION NO.: o D.ATE: I -zc->- L" "I" NCL z3Z E71 -F 6 -0Gg • STRUCTURAL STEEL 1. a1SCELLANFAUS IRON PLATE FABRJCATION CONT. LIC. #714952 r20 S HATRAWAY, BLDG, B PO BOX 31 S BANNMO CA 92220 (909) 971.7144 PAX: (909) M-2391 WELD PROCEDURE SPECIFICATION `N P.S. # PRE -Q -MSI -'P -I b PROCEDURE SPECIFICATION NI.ATETUAL SPEC] F]CAT] ON': ELDING PROCESS: AST1,I A36, A572-GR.50, A500 -B NIANUA_L, OR MACHINE: Volts POSITION OF MELDING: ALI- FILLER METAL SPECIFICATION: - o FILLER METAL CLASSIFICATION: _ FLUX/GAS SHIELDING: SINGLE OR MULTIPLE PASS: ML -r P LE SINGLE OR MULTIPLE ELECTRODE: I95 -moo i r -zl lo-I� WELDING CURRENT: .r POLARITY: L G PREHEAT AND INTERPASS TE;\SP:_p E Ams TAa►-Z_ 3 ,Z 4wS JOIN'T DESIGNATION: SINGLE OR MULTIPASS: I Past No. Elect. Elcct. S(ic), Dia. out I ; Amps Volts Truvel Speed i Inches ALC_ AS R D I95 -moo i r -zl lo-I� 'zoo-35_0 2-c> -Z+ '1-9 2-C, 3d o -400 Z 5- Z7 d _� 3 +0 -'4 00 27 I rem m 4 rT Lo-FH2U= L4 n1 L.. I M I -r-- C D pipced,re ma% pan within the limitations of varbblcs Fivcn in Sections 3 d: 4 of A.W.S. D1.1. 1996 Structural Welding Code. 1;LV1C10N N, 0.: Q DATE: I - Z 7 2% 7,Z�_Z-�Z . C5, C-9 1' MUCCiURAL STREL WSCELLANEOUSIRON PLATE FABRICATION CONT. LIC. Y714952 120 5 HATHAWAY, BLDG. B PO BOX 31 S BAM NO CA 92220 (909)921-224t PAX: (909) M-2391 PRE -QUALIFIED `VELD PROCEDURE SPECIFICATION NNI.P.S. # PRE -Q -MSI- G-37 PROCEDURE SPECIFICATION MATERIAL SPECIFICATION: ASTM•A36, A572-GR.50, A500 -B \'WELDING PROCESS: TC - h1ANUAL OR 1\1ACHINE: -r -r 1 C -- POSITION OF WELDING: 4s i 19S -26o 1I I� -ZI ilO'I� FILLER METAL SPECIFICATION: A Us FILLER METAL CLASSIFICATION: F-717 S FLUX/GAS SHIELDING: 10 -14 SINGLE OR MULTIPLE PASS: M Lj L-rj p SINGLE OR MULTIPLE ELECTRODE: Z S -z7 1VELDING CURRENT: POLAPJT)': 'F r PREHEAT AND INTERPASS TEMP: `PE , M r 1 LA t-1 WS JOINT DESIGNATION: - a, - F IN'GLE OR MULTIPASS: ' Elect. Pass I Elect. Stick No. - , Dia. I Out IALL— Amps Volts Travel Speed Incbes - oc� yz - I ` 14s --z tao 10 - z I 4-q 1 4s i 19S -26o 1I I� -ZI ilO'I� S 5-n i Zo - Z+ ..4-9 1zGo 3So I Zc> 10 -14 3.4o 4p01 a5 -Z7 -q Z S -z7 11c, T- I = tf N t_ t" I>- s 8 • Thic Procedure m;iv earn within the limitations of s•ariabIcs Fivcn in Scclions 3 4 of A.W.S. D1.1. 1996 Structural Welding Code. REVI`ION* N, 0.: D.-�TE: J-2-4 _'�� N�z�z.-O9V- 0 e L-A .STRUCTURAL STEEL T,flkELLANEOUS IRON PLATE FABRJCATION CONT. LIC. Y714952 120 3 HATHAWAY, BLDG, B PO BOX 515 BANNMO CA 92220 (909) 921.2241 PAX (909)922.2]91 C!= -ice PRE -QUALIFIED WELD PROCEDURE SPECIFICATION W.P.S. # PRE -Q -MSI- �-IiA- PROCEDURE SPECIFICATION N-IATERJAL SPECIFICATION: ASTM A36, A572-GR.50, A500 -B \WELDING PROCESS: ALL te'� bFZA. ► do - 15� MANUAL OR MACHINE: MA OU A L POSITION OF WELDING: 1c) FILLER METAL SPECIFICATION: 5 FILLER METAL CLASSIFICATION: FLUX/GAS SHIELDING: NL SINGLE OR MULTIPLE PASS: SINGLE OR MULTIPLE ELECTRODE: 5 EL WELDING CURRENT: POLA_IUTY: � PREHEAT AND INTERTASS TEMP: < Z Ll AWS JOINT DESIGNATION: {_ SINGLE OR MULTIPASS: 4s ALL te'� bFZA. ► do - 15� Elect. Pass j Elect. Stick Ian. Dia. Out j : Amps Volts Tra�'el Speed Incbes ALL te'� bFZA. ► do - 15� '►, ►��h i , - 9 ~' 19 i I I i l 1c) is ) T H P- u U 14 L I rt 1 T L<D Thi> piocedurc m;i\ %ar-\ w ilhin the limitations of variahlcs given in Sections 3 d 4 of A.\4'.S. DI .l . 1996 Structural \\'clding Code. PNFVI-'�ION NO.: b D.ATE; I E7o10 -ALt_ 0 .STRUCTURAL 5T&EL VISCELLANEOUS [RON PLATE FABRICATION CONT. LIC. #714931 t20 S HATHAWAY, BLDG. B PQ BOX S 1 S BANNINO CA 92220 `(909)911.224E FAX (909)922-2]91 PRE -QUALIFIED NVELD PROCEDURE SPECIFICATION W.P.S. # PRE -Q -NISI -G -3G PROCEDURE SPECIFICATION MATERIAL SPECIFICATION: ASTM A36, A572-GR.50, A500 -B \'WELDING PROCESS: \IJ MANUAL OR MACHINE: --LMA MikL POSITION OF WELDING: NJI , �s FILLER METAL SPECIFICATION: 5, FILLER METAL CLASSIFICATION: FLUXJGAS SHIELDING: N SINGLE OR MULTIPLE PASS: MULTIPLE SINGLE OR MULTIPLE ELECTRODE: 5 WELDING CURRENT: POLARITY: PREHEAT AND INTERPASS TEMP: o , p&t- T& -RLI. -'p,7- M I � I I r --IUM AWS JOINT DESIGNATION: I I I Elect., ! Dia. I SINGLE OR MULTIPASS: Volts Pass No. I I I Elect., ! Dia. I Elect. Stick l Out ? Amps Volts Travel Speed Inches A L L./g E.rr 'loo -15o NJI , �s i� TO I � A I ` j - ( I I I i This procedure nia.\ var-Y within the limitations of variablcs given in Smions 3 8: 4 of A.W.S, D1.1. 1996 Structural Welding Code. REVISION Nn,: =a- DATE: 1-20- D/ F70 1 6 - Q LL- • FIELD WELDING .PRO . CEDURES PART 2: TECHNIQUE & � QUALITY CONTROL p CONFORMANCE Resists weld cracking, AWS A5.20-79: E70T-7 Smooth operation and good bead ASME SFA -5.20: E70T-7 shape. Slag removal is easy and complete ABS: E70T.-7 per AWS A5.20-79 WELDING POSITIONS DESCRIPTION Self -shielded, flux -cored wire. High deposit rate and fast travel I Tj I —I speeds. � lr Designed for semiautomatic welding %S %SI of 10 gauge and thicker low carbon %Mo steel. °/IV Can also be used for automatic 3134 welding. .03 .90 Higher strength steels can be welded .30 when specifications fall within the yield .08 strength below. Req rement Requirements per A5.20-79 TYPICAL APPLICATIONS Both single and multiple pass welds in the Rai, horizontal and downhill positions on filleCand lap welds. Horizontal butt welds such as column to column structural connections. Deep groove welds. NR -311 will minimize the total amount of weld metal needed to fill the joint. Square edge butt welds. General fabrication and assembly welding. 5/64" and 3/32" (2.0 and 2.4mm) diameters will weld vertical down. 7/54" (2.Bmm) Is limited to about 200 downhill. L 0 ELECTRIC DEPOSIT COMPOSITION %c %Mn %P %S %SI 96Al %NI %Mo %Cr °/IV Report 1.75 .04 .03 .90 1.80 .50 .30 .20 .08 Req rement Requirements per A5.20-79 Only max, max. max. max, max. max. max. max, max. Test Results' 23 ..31 .30-50 .50 <.008 <.01 .04 -.12 1.3 • 1.7 <.05 <.02 <.05 <.01 MECHANICAL PROPERTIES Yield Strength Tensile Strength Elongation Hardness condition pal (MPa) psi (MPa) (%a) Rockwell B As We!ded AWS E70T•7 60,0co (d 14) 72,000 (497) 22 Requirements per min, min. min. AWS A5.20-79 Test Results' 60,000 - 66,000 82.000 - 89.000 22 . 25 87 -92 (414 - 455) (565 - 614) Typical all weld metal. -- L 0 ELECTRIC LAW.STEEL9 INC. PROCEDURES PART 3: PRE -BEAT & INTERPASS 1 TEMPERATURES Table 3.2 Prequalified Minimum Preheat end Inlerpass Temperature' (se -e 3.5) C TbicLm" of Tbicic'I fan Min -noun Prchui and 1 °I Point of"A'clding Lntcrp�s Tcmper.twc 6 D r Y StecI Speeiriealion Welding Process in. tnrtt 'F 'C ASTM AJ6 ASTM AS 16 1/8 so 3/4 incl. 3 to 19 incl. Norte t ASTM A53 Gradc B ASTM A-524 Griudcs 1 & II ASTIA A 106 Gradc B ASTM A529 Ovcr 3/4 Ova 19 ASTM A 131 Grades A. B, ASTM A570 All grades Shielded maul uc thru 1-1/2 incl. thm 38.1 incl. 150 66 CS, D. DS, E ASTM A573 Grade 65 welding with other A ASTIR A139 Gradr B ASTM A709 Grade 36 thanlow-hydrogen Over I -IP_ Over 38.1 ASTI.i A381 Grad c Y35 API 5L Grade B eJeetrodcs tbru 2 -IR i= 1. sbru 63.5 it c1 225 107 ASTM AS00 Grade A Grade X42 Gr de B ABS Grades A, B, D, CS, DS ASniA501 GradcE Ovcr2-IR 0,cr63.5 3u0 ISu ASTM A3o ASTM -ASM AU grad.' ASTM A53 Gra& B AS PA A572 Grades 42, 50 A. -STM A 106 Grudc B ASTM A573 Grade 65 ASTM A 131 Grades A. B, ASTM A588 CS, D, DS, E ASTM A395 Grades A, B, C I/8 to 314 incl. 3 sn 19 incl. Nonc I AH 32 d: 36 ASTM A606 DH 32 & 36 ASTM A607 Grades 45, 50, 55 EH 32 & 36 ASTM A618 Grades Ib, U. W Shielded meal im ASTIR A 139 Grad- B ASTM A633 Grades A, B welding witb low - Grades C, D hydrogen electrodes. Ova 3/4 Ova 19 tbru B • ASTM A311 Grade Y35 ASTM A709 Grades 36, 50,50W wbmuged arc Ibru 1 -IR incl. 36.1 incl. A 10 ASTM A8U8 wclding.7 gas metal ASTM A44 I API 5L Grade B arc welding, nus ASl?A A_50.1 Grade A Grade X42 cored m welding Grade B API Spee. 2H Grades 42, 50 Oyu I • IR Over 38.1 U" ASTIR AS01 A -DS Grades AH 32 3 36 Ihm 2.1/2 incl. 63.5 incl. ISA 66 ASTM AS 16 Grades 55 g 60 DH 32 & 36 65&70 FH 32&36 ASTM A-524 Grades 1 i 11 A -BS Grades A, B, D. ASTM A-529 CS, DS Ova 2.1/2 Over 63.5 225 107 ASTM A337 Classcs 1 fi 2 Grade E 118 m 314 incl. _ fin' 14 incl. 50 IU S 'cldcd metal arc ASTM A-572 Gradcs b0 S 65 welding with low- Over 3/4 Oyu 19 uu-u ASTM A633 Grade E hydrogen eleeuudes, dvv 1-10 incl. 38.1 incl. 150 bb C API 5L Gradc X52 submerged °rc welding.) gas meal Ovcr 1.1/2 Over 39.1 Uvu arc welding. flux du•v 2. 1n incl. 63-5 utcl. 225 107 • coredrt ° welding Ova 2-1( Oycr 63.5 3W 150 D ASTM A710 GI -It A nop(ch—I t, rcyuucd) IAII .Irises) 1.,- , V•'t,cn th, b� mr til .-r—,u i, brlov 32'F 1'CI. she bac mutat shAI be pmhe°tcd too ku1 70°F (21'CI �d thn minimum wn,Fu n, rawnur d dunny 2 hoi mahlicauor. of prncw a rc.ymtrnxnl, lot wbmergeJ arr , c[JmE v uh parahel os multiple elocuode,. ace 3.53. 3 Rehut i, not rcyurrcd lur the base maul Pref e t fur EeUXX-X Gllrr meal 'lull be u fur Group C; fur lughn wcnglh fdlu maul trout u AN— M A Sr: 5.12.2 anct S.b lot und•,cm tmd bane -meal IcmperAturc rcyuucn,cnts. H T' - U.S - U 1 Un: Y! --� rUIY 1 kAl-4h1 YJPIf b' C11T1 l if ta7CIT "1 V5 r a rtaCl cJ of I E 'ON I-NID Olt a a I IN w V 7 J=) J 909 357 4489 P.01 f IL y , b � �3�A V y vg Mq ..� ~ • I I a _ I aJx 909 357 4489 P.01 820 SO HATHAWAY BANNING, CA 92220 :43rpartmrnt of iuitbing anb ---'§pafrtg Trrtifi ratr of _Apprixuat FABRICATOR LICENSE NUMBER 1590 THIS CERTIFIES THAT LAW STEEL, INC. LOCATED A T 820 S. HATHAWAY, BLDG. "B", BANNING CALIFORNIA 92220 IS APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY UNDER THE PROVISIONS OF SECTION 96.203 OF THE LOS ANGELES MUNICIPAL CODE AS A . TYPE I FABRICATOR OF LIGHT WEIGHT STEEL AND REBAR (LWS/RB). DATE: APRIL 7, 1997 ANNUAL RENEWAL. MAY 1, GENERAL MA AGER THIS CERTIFICATE IS THE PROPERTY OF THE CITY OF LOS ANGELES AND MAY BE REVOKED FOR ANY OF THE CAUSES SET FORTH IN ARTICLE 8, CHAPTER 9 OF LAMC. ;Ts 8,x8 Rll.b4 WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92226 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES ANDERSON Identification No. # 236 Qualification Date 4/2412003 Welder Social Security No. N/A • VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type Backing Material Type Groove Welded From: One Side or Both Sides BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam ARC SEAM ARC SEAM N/A , N/A 701,11 R ONE G R -C G R -C GR -C GR -C N/A N/A N/A N/A N/A N/A 18 -GA. 18 -GA COATING (S): Type GALV GALV Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot N/A N/A ` Arc Seam FLAT FLAT • Progression N/A N/A GAS i N/A N/A ELECTRODE , Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the wgjda were prepared and tested in accordance with the requirements of 6.7 of ANSI/AW uctural Welding Code - Sheet Steel tout A Date Tested 4/24/2003 Signed By C I WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD YesFN/Aj No OX Name JASON LAW . Welder FX Operator N/A Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No • Eye Glasses N/A Contact Lenses N/A Magnifiers WA Card No. N/A I. D. NO. #256 N/A Test No. FIG 4.24 (A) Process(es) SMAW ManualFX Semi -Automatic N/A Automatic N/A MachineN/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes FX No N/A Consumable Insert Yes N/A No FX Double Welded N/A or Single Welded OX Short Circuiting Arc (GMAW) Yes N/A No OX Current AC N/A DC FX Back Purging Yes N/A No FX Visual Test Results Bend Test Results TEST RESULTS Acceptable Yes FX No N/A 1" PLATE Type Bends: Side BendsOX Root and Face Bend N/A 2 EA. Results: PassFX Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G F-X—j2G EE5G N/A 6G FN—/ (T) Min. Plate 1G F—X-]2G 03G N/A 4G [-X](T) Min. Consumable InsertN/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F EE2F 04F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F FX -12F EE3F N/A 4F F--X-](T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down FN/Aj Single Side F—X-j Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWSrd fpr welder certification and ANSI / AWS D1.1-98 Code or Standard. 1�;) Date Tested 5/17/03 Signed By a 1, WW WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. N/A WELDER JASON LAW PROCEDURE SPECIFICATION I.D. NO. #256 • Material specification A-706 TEST RESULTS Rebar size - #4 Tensil Strength, psi Rebar coating type N/A 1 N/A Backing material N/A 2 N/A Backing size N/A Visual Inspection Welding process SMAW Appearanc VOK Carbon equivalent N/A Undercut ACCEPTABLE Manual or machine MANUAL Porosity NONE Position of welding 1G, 2G, 3G, 4G. NDT Filler metal specification A5.1 / A5.5 Type N/A Filler metal classification E-7018 Results N/A Shielding gas N/A Macroetch Tests Gas flow rate N/A 1G #1 PASS Single or multiple pass AS NEEDED #2 PASS single or multiple arc SINGLE 2G #1 PASS Welding current DCEP #2 PASS Polarity REVERSE 3G #1 PASS Root treatment NONE #2 PASS Preaheat and interpass temperature NONE 4G #1 PASS #2 PASS 1] WELDING PROCEDURE Pass No. Electrode Size Welding Current Joint Detail Amps Volts TSP �� A� d IXDT! 71 elEl l AUTO —�tau 1 1/8" 130 FUNCTION WM 7t • D 1 WMONEVEII IB LESS OF SECT°" " MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE INDERECT BUTT JOINT This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements 2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. A"QCI Eauaao a JIX D9D10671 6111 Procedure No. N/A Manufacture LAW STEEL Revision No. N/A Authorized by ED OJEDA JR. Date 5/17/2003 WELD CERT 1215 S. HERMOSA ST ` BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JASON LAW Identification No. # 256 Qualification Date 4/24/2003 Welder Social Security No. N/A • VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SEAM ARC SEAM Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification Sheet Steel GR -C . GR -C Supporting Steel GR -C GR -C Sheet Thickness: G-90 G-90 Groove N/A N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam 18 -GA. 18 -GA ' COATING (S): Type GALV GALV ' Thickness G-90 G-90 POSITION: Specimen 1 PASS Groove N/A PASS Fillet N/A N/A Arc Spot N/A N/A Arc Seam FLAT FLAT Progression N/A N/A • .GAS N/A N/A ELECTRODE Size Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Specimen 2 PASS Test Conducted By . E OJEDA Date 4/24/2003 The undersigned certify that the statements in this record are correct and that the ds were prepared and tested in accordance with the requirements of 6.7 of ANSI/A tructural EDUARW a dt ,ia Welding Code - Sheet Steel ` vso Date Tested 4/24/2003 Signed By ,l • WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A No OX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A 'Name JAMES LAW Card No. N/A Welder FTJ Operator N/A I.D. NO. 038 Qualified With AWS WPS No PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.21 Process(es) FCAW Manual N/A Semi-AutomaticE Automatic N/A Machine N/A Test Base Metal Specification A-36 GR -B Shielding Gas N/A Flow Rate N/A POSITION 3G AWS Filler Metal Classification E71T-1 SPEC # AWS A5.20 Size 5/64" Backing Yes OX No N/A Consumable Insert Yes N/A No MX Double Welded N/A or Single Welded Short Circuiting Arc (GMAW) Yes N/A No FX Current AC N/A DC F—X I Back Purging Yes N/A No EE Visual Test Results Bend Test Results TEST RESULTS Acceptable Yes 0 No N/A 1" TEST PLATE Type Bends: Side Bends Root and Face Bend N/A Results: PassO Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A I FCAW POSITIONS QUALIFIED FOR Groove: Pipe 1G N/A 2G N/A 5G N/A 6G N/A (T) Min. Plate 1 G0 2G Q 3G F–X—j 4G N/A (T) Min. Consumable InsertN/A Backing Type STEEL +24" Max N/A Diameter N/A Range N/A 1/8" Max UNLIMITED Fillet: Pipe 1F 0 2F a] 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate r 1F 0 2F FX 3F a] 4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side N/A Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for Aelder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 5/28/05 esc s rvfsor AWS 9C • WELD CERT 1215 S. HERMOSA ST. BANNING, CA, 92220 (909)849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No FX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JAMES LAW Card No. N/A Welder x Operator FN/Aj I.D. NO. #258 Qualified With AWS WPS NC PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual FX Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A_ Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes �X No N/A Consumable Insert Yes N/A No OX Double Welded N/A or Single Welded FX Short Circuiting Arc (GMAW) Yes N/A No �X Current AC N/A DC 0 Back Purging Yes FN/Aj No 0 TEST RESULTS Visual Test Results Acceptable Yes FX] No N/A 1" PLATE—� Bend Test Results 'Type Bends: Side BendsFXX Root and Face Bend N/A 2 EA. Results: Pass Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR AcceptableYes N/A No N/A SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G 02G N/A 5G N/A 6G N/A (T) Min. Plate 1G .02G N/A 3G N/A 4G F-X-�(T) Min. Consumable InsertN/A Backing Type STEEL 1/8" Max 3/4" Diameter 4" TO UNLIMITED 1/8" Max UNLIMITED Fillet: Pipe 1F 02F 04F FX15F N/A (T) Min. 1/8" Max UNLIMITED Plate �1F 02F [1:]3F N/A 4F "(T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side 0 Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AW ar welder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 9/11/03 • WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N/A No FX Eye Glasses N/A Contact Lenses N/A Magnifiers N/A Name JAMES LAW Card No. N/A Welder OX Operator FN -/-A-1 I.D. NO. #258 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.24 (A) Process(es) SMAW Manual0 Semi -Automatic N/A Automatic N/A Machine N/A Test Base Metal Specification A-36 GR - B Shielding Gas N/A Flow Rate N/A AWS Filler Metal Classification E7018 SPEC. NO AWS A5.1 / A5.5 Size 1/8" & 5/32" Backing Yes 0 No N/A Consumable Insert Yes N/A No OX Double Welded N/A or Single Welded QX Short Circuiting Arc (GMAW) Yes N/A No Current AC N/A DC F Back Purging Yes N/A No Visual Test Results Bend Test Results Acceptable Type Bends: Results: TEST RESULTS Yes QX No N/A 1" PLATE Side Bends QX Root and Face Bend N/A 2 EA. PassQX - Fail N/A Macroetch Test Results I PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A I SMAW POSITIONS QUALIFIED FOR Groove: Pipe 1G Q2G ®5G N/A 6G N/A (T) Min. 1/8" Max 3/4" Diameter 4" TO UNLIMITED Plate 1G E:]2G MX 3G FX 4G N/A (T) Min. 1/8" Max Consumable Insert FN—/A-1 Backing Type STEEL UNLIMITED Fillet: Pipe 1F F -712F F7�41F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F Ej2F �3F Q4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side Q Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standardjQr welder certification and ANSI /AWS D1.1-98 Code or Standard. Signed By P& &.44, 01-1 Date Tested 6/15/02 n U WELD CERT 1215 S. HERMOSA ST BANNING, CA. 92220 909 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name JAMES LAW Identification No. #258 Qualification Date 6/15/2002 Welder Social Security No. N/A VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE JOINT: Joint Type ARC SPOT ARC SPOT Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification Sheet Steel Supporting Steel Sheet Thickness: Groove Fillet Arc Spot Arc Seam COATING (S): Type Thickness POSITION: Groove Fillet Arc Spot Arc Seam Progression GR -C GR -C GR -A GR -A N/A N/A N/A N/A 18 -GA. 18 -GA. N/A N/A GALV GALV. G-90 G-90 N/A N/A N/A FLAT FLAT N/A N/A N/A N/A GAS N/A N/A ELECTRODE Size Group Designation E7018 E7018 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget 3/4" Test per Fig # 6.2 Specimen 1 PASS Specimen 2 PASS Test Conducted By E OJEDA Date 10/27/2001 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 (8 ural Welding Code - Sheet Steel mu��sa i Date Tested 6/15/2002 Signed By °'01067 aTest Date: 7-7--89 to _ a 10401fmfian Numbxr: SOCial Setvrity Number: _489-74--6 386 ' WELDING CERTIFICATION Jas Lee Thin is to canify, that Name: lies satisfactotoy oamlhaied A pessed the tv — i a requirerrtantm of Shielded tietall Arc The undersigned testifies that he witnessed the welding and found ttt® crtrtetedOtotoo tom tent etailed On the reverse side of INS card. Ml:sl�der: C®rltfead by GOLDEN SPATE TESTING SERVICE--- Tested and T7 Test Date: 7-7-89 —t9 Certittt:atien Number: 89- 3335b -- Social Security Number:—48-9--7A=fi38G- WELDING, CERTIFICATION This is to certify that Nxtme: J_d IE;S %FSE _ —.— liar tmti-yf wtDri;y comovied & pa --ad the test requirairnenta of -- The underat d testiti a t i he witnessed the yielding and found the G� lw :tae gr37Fat&Llocl an the rovr�rso side of this card. ' Inspector" _ t �� L- / �l—i> -�--1— NEslalutr: Tested and Certifwd try GOLDEN STATE TESTING SERVICE ("5) RECORD OF WELDING OPERATORS QUALIFICATION TEST Process:, Gas Mafal Arc GMAW]�_. Base Metalr Carbon Steel — Piller Malalt A.W.S. A5.18 Thitkness:— Unlimited Positions: All Joints: _ —_Grooves & Fillets ac Test t Test conducted to the requirements of THEODORE 1 EN A.W.S. DIA, Part 5, Welder Qualifi- cation Code for Welding in Building CW I/ Construction. RECORD OF WELDING OPERATORS QUALIFICATIOIV TEST ' Shiet.lded n etal AJC fSMAW) PPOCebn:��— Base Metal: Carbon Steel ---------- filler /Aetol: A'W-S• A.5.5 i Unlimited st' -n-s` All Thickness: ------ Y Aft Jolntss Grooves &Fill®16a' THEODORE DAYIN »5060361 Test conductod to 4ha requirements of A.W.S. D1.1, Port 5, Welder Qualifi• C V4 cation Code for Welding in Building Constructlon. w Tbst Dole --,Y JU7 ,g 89 _ RECORD OF WELDING OPERATORS QUALIFICATION TEST Cnaltificc4Uon Number ----- protons: Shielded Metal Arc ISMAW) — • Social Security Number: AB9=7-4=L38f01Base Metal: ASTM A53 Pipe WELDING CEWIFICATION Fillair Metal, E6010 & E7018 AWS AS -I & AWS A5.5 This is to Certify that i JAMS LEE ! 7hickneas:_ 187 to .750 Pos' 6G— Name: ' Has satisfactorily comp!efed & passed the teat I Joints: Grooves a Fillets _ requirements of Shielded Meta ArG-_,--- -- I QC I The undersigngd testlties t he witnessed the welding and found Test conducted to the requirements of / the candid9t�,tGt� oto ail on a reverse side of this card. A.W.S. DIA, Part 5, Welder Quoliti- THEODORE DAYEP6 Inspector ' x- cation Code for Welding in Building 855060381 Weldor: — ___ _ Tested and Construction. Certified by GOLDEN STAT TESTING SERVICL (6-85) The Root Pass was done with E6010 ..._.___•_........_.-.-_.__.._.._.._......_.._..._....._... ...... t/a" without back-up ring, the other / passes were done with E7018 r/s" • WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909)849-3127 Eye Correction Required WELDER QUALIFICATION TEST RECORD Yes N/A1 No QX Name JAMES LEE Card No Eye Glasses N/A Contact Lenses N/A Magnifiers N/A N/A Welder FX Operator [—N/ -Al I.D. NO. Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No #222 Fir, 4 91 Process(es) FCAW Manual N/A Semi-AutomaticQ Automatic N/A Machine N/A Test Base Metal Specification A-36 GR -B Shielding Gas. N/A Flow Rate N/A. POSITION 2G AWS Filler Metal Classification E71T-1 SPEC # AWS A5.20 Size .045 Backing Yes FX No N/A Consumable Insert Yes N/A No FX Double Welded FN -/A-1 or Single Welded QX Short Circuiting Arc (GMAW) Yes N/AI No MX .Current AC N/A DC 0 Back Purging Yes N/A No Q TEST RESULTS Visual Test Results Acceptable Yes Q No N/A 1" TEST PLATE Bend Test Results Type Bends: Side BendsFX Root and Face Bend N/A Results: t Passr-Tj Fail N/A Macroetch Test Results PROCESS es QUALIFIED FOR Acceptable Yes N/A No N/A FCAW POSITIONS QUALIFIED FOR Groove: • Pipe 1G N/A 12G rN/A 5G N/A 6G N/A (T) Min. +24" Max N/A Diameter N/A Range N/A Plate 1G QX 2G QX 3G NIA 4G N/A (T) Min. 1/8" Max UNLIMITED Consumable InsertN/A Backing Type STEEL Fillet: Pipe 1F Q 2FEK] 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1F Q 2F Q 3F N/A 4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up FN -/A-1 Down rN--/A-1 Single Side Q Double Side N/A The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standar or welder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 6/15/02 Title { AMERICAN WELDING SOCI (AWS) THIS IS TO CERTIFY THAT �J SIGNATURE HAS SiIC:CL'SSFITUY PASSEDTHE FOLLOWING WELDING "PEST AS PER REQUIREMENTS OF AMERICAN WELDING SOCIETY D1.1, AND D1().9 FOR GROOVE AND FILLF;I' WELDS PROCESS Shicldc& Metal .Axc (S��LAAW) N PLATE PIPE OTHER 1v-IATERIAI„5 QUA-LH;IED BASE Cg.rbon Steel ELECTRODE_ AWS A5.5 • _ ASTM A66 E7018 F4 TI-iICICgESS QUALIFIED: ( ) 1 " & BELOW ( \ ) ALL LIMITED UNLIMITED OTHER X39-733S.B/ 7-7-89 CERTIFICATION NUNLF3ER j �/�� ; DATE TESTED Ti1E0D011E DAYEN I\ 85050381 i TES T,N'ITN.Ei,. ED BY ` cwl WELDING WITNESSED BY G LDE STA'F`F TESTING SERVICE 1O.� \\'. liCncCliet a ,S,ui l3crn,rrdinr,, C.A 9 408 e (-i 14) 88.4.0479 o 825.5378 1371 SUmislaus rd Fresno, CA 93700 e ( 09) 237-2874 3910 S. Chester 0 Knkersfield, CA 93307 W (805) 8.33.0121 WELD CERT .1215 S. HERMOSA ST BANNING, CA. 92220 (909) 849-3127 WELDER, WELDER OPERATOR OR TACK WELDER QUALIFICATION TEST RECORD Welder Name GARY MARQUEZ Identification No. #031 Qualification Date 5/17/2003 Welder Social Security No. VARIABLE ACTUAL VARIABLE QUALIFICATION USED IN QUAL RANGE • JOINT: Joint Type ARC SEAM ARC SEAM Backing Material Type N/A N/A Groove Welded From: One Side or Both Sides ONE ONE BASE METAL: Material Specification N/A Sheet Steel GR -C GR -C Supporting Steel GR -C GR -C Sheet Thickness:. FLAT FLAT Groove N/A . N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam 18 -GA. 18 -GA COATING (S): E6011 E6011 Type GALV GALV Thickness G-90 G-90 POSITION: Groove N/A Fillet N/A N/A Arc Spot N/A N/A Arc Seam FLAT FLAT Progression N/A N/A • GAS N/A N/A ELECTRODE Size 1/8" 1/8" Group Designation E6011 E6011 VISUAL EXAMINATION RESULTS (6.7) Specimen 1 PASS Specimen 2 PASS Appearance PASS Cracks N/A Undercut N/A Reinforcement N/A Diam of Arc Spot Nugget N/A Bend Test per Fig # 3.3 C (C) Specimen 1 PASS Spe SS Test Conducted By E OJEDA OW OWWA,,k to 5/17/2003 The undersigned certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of 6.7 of ANSI/AWS D1.3 ) Structural Welding Code - Sheet Steel Date Tested 5/17/2003 Signed By • C] WELD CERT 1215 S. HBRMOSA ST. BANNING, CA. 92220 (909)849-3127 WELDING PROCEDURE SPECIFICATION, PROCEDURE QUALIFICATION RECORD, AND WELDER QUALIFICATION TEST RECORD PROCEDURE SPECIFICATION SPECIFICATION NO WELDER I.D. NO. #031 N/A GARY MARQUEZ Material specification A-706 'Rebar size #4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding 1G, Filler metal specification A5.1 / A5.5 Filler metal classification E-7018 Shielding gas N/A Gas flow rate N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment NONE Preaheat and interpass temperature NONE WELDING PROCEDURE TEST RESULTS Tensil Strength, psi 1 N/A Welding Current Joint Detail 2 N/A Visual Inspection Appearanc VOK AUTO -r Undercut ACCEPTABLE Porosity NONE N DT Type N/A Results N/A ' Macroetch Tests INDERECT BUTT JOINT 1G #1 PASS #2 PASS 2G #1 N/A #2 N/A 3G #1 N/A #2 N/A 4G #1 N/A #2 N/A Pass . No. Electrode Size Welding Current Joint Detail Amps Volts. rry e Mor! 71 AUTO -r 1 1/81, 130 TDIi r, .;, FUNCTION OR W. M1N0>QVlR IB LEBB OF A eeQTM "-" MACHINE PER FIG 6.6 (b) FLARE BEVEL GROOVE ' INDERECT BUTT JOINT This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements o 6.2 of ANSI/ AWS D1.4 1992 Structural Welding Code - Reinforcing Steel. Cl 9SM0621 M Procedure No. - N/A Manufacture LA Revision No. N/A Authorized by Date ED OJEDA JR. 5/17/2003 WELD CERT 1215 S. HERMOSA ST. BANNING, CA. 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD Eye Correction Required Yes N-1 A-1 No 0 Eye Glasses N/A Contact Lenses N/A Magnifiers NIA Name MARTIN MARTINEZ Card No. N/A • Welder FT] Operator N/A I.D. NO 092 Qualified With AWS WPS Nc PER TABLE 4.9 Supliment No. N/A Test No. FIG 4.29 Process(es) FCAW Manual N/A Semi-AutomaticFX Automatic[N/A Machine N/A Test Base Metal Specification A-36 GR -13 Shielding Gas CO2 Flow Rate 25CFH AWS Filler Metal Classification E71 M. SPEC # AWS A5.20 Size 1/16 Backing Yes F -X--] No N/A Consumable. Insert Yes N/A No FX Double Welded N/A or Single Welded F-Tj Short Circuiting Arc (GMAW) Yes N/A No FX Current AC N/A DC 0 Back Purging Yes N/A No TEST RESULTS Visual Test Results Bend Test Results Acceptable Type Bends: Results: YesO No N/A 1" TEST PLATE Side Bends Root and Face Bend N/A PassFX Fail N/A • Macroetch Test Results J PROCESS (es) QUALIFIED FOR Acceptable Yes N/A No NIA FCAW POSITIONS QUALIFIED FOR Groove: Pipe 1 G NIA 2G N/A 5G N/A 6G N/A (T) Min. Plate 1G 0 2G 0 3G N/A 4G N/A (T) Min. Consumable InsertN/A Backing Type STEEL +24" Max N/A Diameter N/A Range N/A 1/8" Max UNLIMITED Fillet: ' Pipe 1F 2F FX 4F N/A 5F N/A (T) Min. 1/8" Max UNLIMITED Plate 1 F FX 2F � 3F N/A 4F N/A (T) Min. 1/8" Max UNLIMITED Vertical Up N/A Down N/A Single Side 0 Double Side NIA The above named person is qualified for the welding process (es) used in this test within the limits of essential variables shown above, including material and filler metal variables of the AWS standard for welder certification and ANSI / AWS D1.1-98 Code or Standard. Signed By Date Tested 11/29/04 Test su or ' ;'�''nws crc.► • � ss�aRita� . TC 57 (Rev., 9/78) • C] JUL-02-99 09:16 FROM:ANVIL ENOINEERINO DESIGN PROJECT MANAGEMENT _ •• _T rIN 3 LABORATORIES INSPECTION ID:3GOG711126 ANVIL _ CORPORATION 1676 W. BAHEAVIEW ROAD BELLINGHAM WA !6216 CONTR. LIC. R AN -VI -LC -171 OH TELEPHONE (360) 671-1450 FAX (360) 671-1697 PAGE 2/4 WELDER AND WEU]ER OPERATOR QUAUFlCATION TEST REPORT ,/ !� •19��5 TEST REPORT NUMBER PROJECT W Oz� L'? / CONTRACTOR �� v % P r S JOB NUMBER � ATTENTION: DATE WELDER'S NAME SOCIAL. SECURITY NO. WELDING CODE WELD PRC1C. NO. REV. N0. S cQ , f l IIJ- yr WELD PROCESS POSITION BASE VATE3UAL ZPLATE ClPIPE 3 G V4 V(514-3 PLA E THICKNE5S PIPE DIA./WALL K. THIC RANGE UAUFlED ` WELD JOINT iY, GROOVE CJFILLET DLA. THICK T WELD PROGRESSION CRAFT BACKING E� YES � UP ❑ UR rIJG�(J ❑ NO [ DOWN ❑ R/L SMAW CURRENT POLARITY FlL14 .PEC. NO. CLASSIFICATION TF DEIONAME� G/ AC - STRAIGHT F NUM//BER c%/ yQI r L►� DC REVERSE GTAW CURRENT POLARITY FILLER SPEC. NO. CLASSIFICATIONSIZE I GAS ❑ AC C STRAIGHT F NUMBER ❑ ocREVERSE I� GhIAW CURRENT POLARIT Y FILLER SPEC. NO. CLASSIFICATION SIZE I GAS AND TRADE NAME ❑ AC ❑ STRAIGHT F NUMBER ❑ DC G REVERSE RADIOGRAPHIC TEST FILM IDENTIFICATION I RESULTS COMMENTS: DATE TEST CONDUCTED BY ANVIL CORPORATION: PEAQW& ANVIL NDE TECHNICIAN LEVEL II: PER LAB NO. GUIDED BEND TEST RESULTS TYPE RESULT TYPE RESUL 7- .9G n11A A D. Ftihi4� G • �-- / �¢, ,,, a — ALJ � i ry .N r We, the undersigned, certify that the statemencs in this re -cord are correct and that the welds spared 9 g and tested in accordance with the r i rea+ents cf,,/�' MANUFACTURER CE -CO TRACTOR C +�'f P t WITNESSED ALM-iOfUZEp VY DATEDATE AN"LnI ORIGINAL/ CONTRACTOR • YELLOW / CLIENT • PINK/ ANVIL GOLD / N.D.E. • • - , � LDj C I 1215 SO. HERMOSA ST. BANNING, CA 92220 (909) 849-3127 WELDER QUALIFICATION TEST RECORD SPECIFICATION NO. . N/A WELDER JOSE G SILVA SSN# 610-10-9889 PROCEDURE SPECIFICATION Material specification A-706 Rebar size #-4 Rebar coating type N/A Backing material N/A Backing size N/A Welding process SMAW Carbon equivalent N/A Manual or machine MANUAL Position of welding IG, 2G, 3G, 4G Filler metal specification A5.1 Filler metal classification E-7018 Shielding gas N/A Gas flow rate N/A Single or multiple pass AS NEEDED single or multiple arc SINGLE Welding current DCEP Polarity REVERSE Root treatment BACKGOUGE Preaheat and interpass.temperature PER TABLE 5.2 IA/CI r11K11, I�or�nrn� mr TEST RESULTS Tensil Strength, psi 1 N/A 2 N/A Visual Inspection Appearance VOK Undercut ACCEPTABLE Porosity NONE NDT Type N/A Results N/A Macroetch 1G 2G 3G 4G PASS PASS PASS PASS PASS PASS PASS PASS / Qc i N EDUARDO OJEDk JR. 95010621 CWI Pass No. Electrode Size Weldin Current Joint Detail Ams Volts PER FIG 6.6 (b) FLARE BEVEL GROOVE 1 + Auto As 1/8" 90-120 Function INDIRECT BUTT JOINT Needed of Machine This procedure may vary due to fabrication sequence, fit up, pass size, etc. within the Limitations of Variables given in 6.2.1. We the undersigned certify that the statements in this record are correct and that the test were prepared, welded, and tested in accordance with the requirements of 6.2 of ANSI/ AWS D1.4 ' 1992 Structural Welding Code - Reinforcing Steel. Procedure No. N/A Revision No. N/A Manufacture LAW STEEL Authorized by ED UJEDA JR. Date 7/24/99 • FORM FOR WELDING PROCEDURE QUALIFICATION TEST RECORD (POR) Company Name— LAW STEEL Procedure OualilicationTest Record No. E-7018—ASI __.-._ Welding Procedure Specification No. E-7018—AS------ Rev .._�V��Date. N/A Welding Process(es) SMAW Type __-HANIIAL___--_ (Aulomalic, manual, etc.) Mode of Transfer for GMAW N/A (short circuiling, spray, etc.) JOINTS (Table 6.1) Type of Welded Joints) • ARC SPOT WELD Backing (Yes) X (No) N/A Backing Material Type A-36 Groove Welded From: one side -NZA both sides —N/A BASE METAL (1.2) Material specification type and grade: Sheet steel GRADE A to GRADE C Thickness 18 GAGE Support Steel Thickness 1/2' Base Metal Preparation POSITIONS (Table 1.1) Position of Groove N/A Position of Fillet N A Progression FLAT GAS (6.6) Shielding Gas N/A Flow Rate N/A Percent Mixture N/A FLUX (6.6) Filler Metal (Table 5.1)• Specification A5.1 Classification E-7018 COATINGS(S): Type GALV. Thickness G-90 VISUAL EXAMINATION RESULTS (6.7): Sketch of Joint Details Specimen 1 ACCEPTABLE Specimen 2 ACCEPTABLE �d Diam of Arc Spot Nugget 3/4 ---- Test Conducted by E OJEDA per N)s 95001061 JR. Lab Test No. FIELD A I�d+� Date of Test d d, d -2t TWIST TEST PER TBL. 6.1 PASS/PAS d, - 07d-1.st TECHNIQUE Pass No. Electrode Size Welding Current Travel Speed Melting Rate Wire Feed Speed Amperes Volts 170 AUTO FUNCTIO N/A 3.5-5 N/A OF MACHINE .Welder or welding Operator Name— JOSE SILVA Identification No — --N/A Date of Oualilicalion—..__6L.?9/98 Welder's Social Security No._._ 610-10-9889__—_ The undersigned certifies That the statements in this record are correct and that the lest welds were prepared, welded, and tested in accordance with the requirements of 6.7 of ANSI/AWS D 1.3 ( 89 .). Siru.clural Welding Code — Sheet Steel. (Year) Authorized,by' E OJEDA Date 6/29/98 [7 • John R.. Irl I N C O R P O R A T E D REPORT OF WELDER QUALIFICATION TEST CLIENT: Law Steel 4 LAB NO.: 5305 896 S. Hathaway Avenue FILE NO.: C-1065 Banning, California 92220 CARD NO.: 1433 WELDER: Jose Silva SOC. SEC. NO.: 610-10-9889 DATE OF TEST: September 27, 1995. EQUIPMENT: Idealarc . ELECTRODES: 7018 MATERIAL: A-36 THICKNESS OF PLATE: 1 Inch TEST RESULTS GROOVE WELDS VERTICAL, OVERHEAD Side Bend Passed Passed Side Bend Passed Passed REMARKS: Tests were conducted'in accordance with AWS Section V for Metal Arc Welding. CONCLUSIONS: Test results qualify 'Jose. Silva to weld by Shielded Metal Arc for Structural Field or Shop Welding with 1 inch plate for unlimited thickness in conformance to AWS D1.1-94 Structural Welding Code. Welding and testing of above specimens witnessed by Tim McGinnis Respectfully submitted, JOHN R. BYERLY, INC. OQROFESS/O No. 871 m John R. Byerly, Civil En r 30-97 JRI3:ls civil- GEOTECHNICAL IVIL 9�OF CAL1F��` GEOTECHNICAL ENGINEERS 0 TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2903 Bloomington (909) 877-1324 Riverside (909) 783-1910 Fax (909) 877-5210 I, John R. BUIEPI 1 N C O R P O R A T E D • REPORT OF WELDER QUALIFICATION TEST CLIENT: Law Steel LAB NO.: 5297 896 S. Hathaway Avenue FILE NO.: C-1065 Banning, California 92220 CARD NO.: 1431 WELDER: Roberto Tamayo SOC. SEC. NO.: 619-09-7792 DATE OF TEST: September 12, 1995 EQUIPMENT: Miller Welder ELECTRODES: 71 Mig Wire ` outer shield MATERIAL: A-36 i I THICKNESS OF PLATE: 1 Inch TEST RESULTS GROOVE WELDS, HORIZONTAL Side Bend Passed Side Bend Passed REMARKS: Tests were conducted in accordance with A.W.S. Section V for Metal Arc Welding. CONCLUSIONS: Test results qualify Roberto Tamayo to weld by FCAW for Structural Shop Welding in 1G, and 2G position only, semi-automatic, with 71 mig wire, and 1 inch plate for unlimited thickness in conformance to A.W.S. Standard Code. Welding and testing of above specimens witnessed by Jim Sinerson Respectfully submitted, FESS//A JOHN R. BYERLY, INC. B <c2� CO 2 No. 15871 m to 9-30-97 �r John R. Byerly, Civil Engine s� Civic �Q t JRB:ls 9TFOF rvpl\F�Q� GEOTECHNICAL ENGINEERS • TESTING AND INSPECTION 2257 South Lilac Ave., Bloomington, CA 92316-2903 Rlnnminntnn (AnQ) A77-1194 QivPrSlrfP (Qnai 7A.'i•iain co, 10n01 0'77.oIn 6