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HomeMy WebLinkAboutUntitled City of Arcadia, CA ;., Permit,NO.Comm-20-0576 :; Development Services bepartment ,, Permit•Type:Commercial -1 >< 240 West Huntington Drive,Post Office Box 60021 4,..'� Worki ' Classification Commercial-Add/Alt 4 .,£5 Arcadia,CA 91066-6021 i *-0 (626)574-5416 - ','< , • Permit Status:Issued RCA D 1 A Issue Date 06/29/20Z01 Expiration• 06/29/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number • • 12369 LOWER AZUSA RD Arcadia, CA 91006-5889 8541017049 ti ` '95.T .x [s*^n^.re.@. +,rxs.=e-.fl'' :':«f m'c1.mase:;:s. v :;« nw«r.+:parr&rw: •i....,..a+....:urca if*if'w...,«:a:.r •..ma+canarms . Contacts YELLOW IRON IVESTMENTS Owner KENTUCKY MATERIAL HANDLING Contractor r 12369 LOWER AZUSA RD SYSTEMS INC 131 GRIFFIN WAY,MOUNT WASHINGTON,CA 40047 (502)504-5491 1007672 yg 4'NS ,r}S'if ,4R:w.:Art!' =-A.ti, 1.1,1 W.Wif if'';SX if Wk. 4,W<e'::_.. b.:.:.. N'* .'VtiS".:CMYKA"'xo-W Description:INSTALLATION OF A STRUCTUAL STEEL PATFORM Valuation: $ 675,515.00 Tenant Fed Ex FOR FUTURE CONVEYOR SYSTEM EQUIPMENT INSIDE �n'^ EXISTING FEDEX GROUND PARCEL SORTATION HUB Total Sq Feet: 0.00 Plan Check#20-576 Plan"yJ , Fees Amount Payments Amount Paid Accessibility Plan Check $506.85 Total Fees $11,532.04 Accessiblity Building Permit $519.84 Cash/Receipt#REC-04283-20 $5,543.39 Building Issuing Fee $47.01 Cash/Receipt#REC-04845-20 $5,988.65 Building Permit Fees $5,198.40 Building Plan Review Fee $3,378.96 Amount Due: $0.00 Cal Green Plan Check $337.90 Commercial T.I.Fire Plan Chk. $280.00 Energy Plan Review Fee $1,039.68 Green Building Standard $28.00 Solid Waste Management Fee $6.25 Strong Motion Inst.Program Com $189.15 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message Total: $11,532.04 requesting the address,timeframe and what inspection item is needed. . �(vm c,1Tis permit/plan review expires by time limitation and becomes null and feAkiWO void if the work authorized by the permit is not commenced within 180 days -7'•� from the date of issuance or if the-.pe'rmit is not obtained within 180 days ham. g-l/v from the date of plan submittal:.This permit expires and becomes null and V void if any work authorized by this permit is suspended or abandoned for 180 fINVCL (/�-6/ V ` consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. 4/- COMPLETED .. . . June 29, 2020 Issued By: Date June 29,2020 Page 1 of 1 OF AR 4`r,.ieoqu,C.9d °, 19 PERMIT/PLAN REVIEW APPLICATION %: .'.ice' Development Services Department,240 West Huntington Drive,Post Office Box 60021 -,..,,,n{Nu Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class Lic a Nq. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor 4AIperformance of the work for which this permit is issued. OWNER-BUILDER D CLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier _ demolish,or repair any structure,prior to its issuance,also required the applicant V ) i�for such per mit to file a signed statement that he or she is licensed pursuant to the Policy Number !ti F provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need o elleted if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is ❑ I certify that in the performance of the work for which this permit is issued,I shall exempt there from 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 not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Sectio 3700 of the Labor Code,I shall ❑I,.as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for es(/ v/_D c�_a V Signature /1 sale(Section 7044,Business and Professions Code:The Contractors License Lawdoes not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. e / 1 _ �� Title / PRINT N•�� certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of rcadia to enter upo the above-mentioned property for inspection purposes. 2....q Si afore 1 Date / Y� City of Arcadia, CA Permit NO. Comm-20-0607 '.4, (a Development Services Department - Permit Type:Commercial A.;: 240 West Huntington Drive,Post Office Box 60021 Work Classification:Commercial-Add/Alt . - t Arcadia,CA 91066-6021 (626)574-5416 Permit Status:Issued ARCADIA Issue Date:07/20/2020 1 Expiration: 07/20/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 12369 - LOWER AZUSA RD Arcadia, CA 91006-5889 8541017049 it it Contacts -YELLOW IRON (VESTMENTS Owner KENTUCKY MATERIAL HANDLINGContractor 12369 LOWER AZUSA RD SYSTEMS INC 131 GRIFFIN WAY, MOUNT WASHINGTON,CA 40047 (502)504-5491 1007672 Description:INSTALLATION OF A CONVEYOR SYSTEM INSIDE Valuation: $ 2,900,000.00 11 Tenant EXISTING FEDEX GROUND PARCEL SORTATION HUB F Total Sq Feet: 0.00 1 Plan Check#20 607 Plan#285 ,�., .�..�.� .:_n... �.:a„��,_. ....-.:_ : .., ,��•as>: . � -�<��a�,�._.�.<,�.,: Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $36,499.22 Building Permit Fees $20,544.00 Cash/Receipt#REC-05008-20 $21,530.26 Building Plan Review Fee $13,353.60 Cash/Receipt#REC-04337-20 $14,968.96 Cal Green Plan Check $1,335.36 Commercial T.I.Fire Plan Chk. $280.00 Amount Due: $0.00 Double Fee(Building) $5.00 Green Building Standard $116.00 Solid Waste Management Fee 56.25 Strong Motion Inst.Program Com $812.00 Total: $36,499.22 CALLS FOR INSPECTIONS p� Request for inspection by telephone at 626-574-5450. Leave a message i p--a---7. 0�Z� requesting the address,timeframe and what inspection item is needed. Ab" (1,(1(J This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. fti CO?vYPLETZD July 20, 2020 Issued.By: Date July 20,2020 Page 1 of 1 of Aire `" , V PERMIT/PLAN REVIEW APPLICATION • .I ; Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class Signature of Contractor 9/`�Lice .f• No.�DQ 76 ZZ Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. OWNER-BUILDER 1 LARATION 1:1I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under peva of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the follow Vg reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier /�/� t demolish,or repair any structure,prior to its issuance,also required the applicant vN" Fi�t/v for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further in rmation. Name % I7 `�t Title crd ..(/kJOI PRINT NAME I certif hat I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agre to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter up the above-mentioned property for inspection purposes. Signature /? Date Z61 _ "/) City of Arcadia, CA Permit NO. Elec-20-1207 I tri Development Services Department I , rf "a Permit Type:Electrical a 240 West Huntington Drive,Post Office Box 60021 E�� '_ Fk 4 . Arcadia,CA 91066-6021 I A, A `, i( `Work Classification:Electrical Commercial rj.41- (626)574-5416 Permit ARCADIA Issue Date:08/17/2020 I Expiration: 08/17/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 12369 LOWER AZUSA RD Arcadia, CA 91006-5889 8541017049 Contacts YELLOW IRON IVESTMENTS Owner G T ELECTRIC INC* Contractor 12369 LOWER AZUSA RD (909)983-6570 796545 affsgrafmcm Description:ELECTRICAL FOR CONVEYOR SYSTEM AT FEDEX.60 Valuation: $ 0.00 Tenant AMP SERVICE,800 AMP SUBPANEL Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Commercial Service<200amps $33.32 Total Fees $1,173.65 Distribution Panel $16.48 Cash/Receipt#REC-05223-20 $1,173.65 Electrical Permit Issuance Fee $47.01 Light Fixtures $136.48 Amount Due: $0.00 Misc Elec.Conduit,Conductors or Repair $65.92 Motors,Generators 1-10 hp $856.96 Sign Connection $16.48 Solid Waste Management Fee 2 $1.00 Total: $1,173.65 L �� —, ,^� CALLS FOR INSPECTIONS �liv Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. CCIWRLETFD August 17, 2020 Issued By: Date August 17,2020 Page 1 of 1 of ARc, PERMIT/PLAN REVIEW APPLICATION o20 je Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the pennit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of 0 I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. - ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME —— I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date 441-0 . � ./ ; P I T . ti LA EVI ' A]9"LICA ION t�;i : Development Services Department, 240 West Huntington Drive, Post Office Box 60021 ;'e , .`4Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 ' 4004 ONLINE ..:i t S IT 1"0 , y I 2:'.} k SF V'3_ F 5)Pl.,'( 11 ! T { • IN • Job pito A cidi:gas: 12369 Loa&r / 4/ 4 L ICENSED CONTRACTOR'S.DECLARATION WORKERS'COMPENSATION DECLARATION (,✓/1 1 hereby affirm under penalty of perjury that i am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000, of Division 3 of the Business and Professions Code, and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Ciassigll5A5 License No. Date J compensation, as provided for by Section 3700 of the Labor Code, for the / f performance of the work for which this permit is issued. Signature.of Contractorern_ :d�- OWNER-BUILDER DECLAY I have and will maintain workers'compensation insurance.as required by Section 'ION 3700 of the Labor Code,for therformance of the work for which this permit E I hereby affirm under penalty of perjury that 1 am exempt from the Contractors is issued. My workers'compensation insurance carrier and policy numbers are: License Law for the following reason(Section 7031.5. Business and Professions � /�',� I ,.- Code.Any city or county which requires a permit to construct, alter, improve, Carrier __t_C,,, -�J6-I-x._V_ ; demolish.or repair any structure,prior to its issuance.also required the applicant n I ti V I L D�,d O for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number 1 ! ? .____ provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of 1-1 I certify that in the performance of the work for which this permit is issued.I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code.I shall ®I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for 1,_ 1 sale(Section 7044, Business and Professions Code:The Contractors License Date_�j�_ne -_ aignaturc_ �_, ..._.j_._, ._ ?: —__ _-___ Law does not apply to an owner of property who builds or improves thereon. / or who does such work himself or herself or through his or her own r— --- ---- i employees, provided that such improvements are not intended or offered for WARNING: Failure co secure Workers'Compensation coverage is unlawful, sale. If, however.the building or improvement is sold within one (I) year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100.000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑1, as owner of the property, am exclusively contracting with licensed _ ^__ contractors-to construct the project (Section 7044, Business and Professions - Code: The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a i hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). DI am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name_ --------.- ^__.—_-_ Date __ Signatures _ Lender's Address .. c. .,.:r .? ._ -, _ ,. �PS. Pt.P'..xS .... _ ... -. $ 'S < � . _ _ -. _ - _. • 1'Y'tss .. .. .,a _ . ,.:Sd 2 .t5._ , k. ‘J., - I. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District (AQMD)regulations, renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at (909) 396-2000 for further information. • Name beTitle _t.e__ _d_e_,LA . 'RINI NA ME I certify that I have read this application and state that the above inau tion sfgis correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws ming to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the -bove-mentioned prop o ' spection purposes. Signature it. . Date �111� � --1-1_ Of V~4.CWF ARC k PERMIT/PLAN REVIEW APPLICATION miszi ..t4p" • Development Services Department,240 West Huntington Drive,Post Office Box 60021 \y% Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. 0 I, as owner of the property, am exclusively contracting with licensed - contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). 0 I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature _ Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date •• ■ . BC Engineers, Inc. 5720 Reeder'.Shawnee, KS 66203 •(913)262-1772 29 September 2020 Mr.Tyler Haas. Material Handling Systems 3.31 Griffin Way Mt.Washington,KY 40047 RE FXG Arcadia Mr.Haas: Regarding the project above;specifically the ampacity of the conductors feeding the motors: Based on the ampacity of the motor protectors(either 16A or 6.3A indicated in the PDF attachment),#12 wire should besufficient provided taps at the terminal block are made in accordance with NEC:430.28—meaning the motor protectorsare located within 25'-0" of where the tap is made: The 30A device the inspector has highlighted is not an overcurrent device. That is the maximum rating of the local disconnecting means, i.e. a non-fused disconnect switch. This device is merelya disconnecting means and does not provide any protection of conductors. The conductors are protected via the motor protector upstream,so the rating of the local disconnectis largely irrelevant. If the length of the:tap exceeds 25'-0";the wire will need to be#10 up to the motor protector: Should you have any:questions,please let me know atoFESSIp . Respectfully, AD -7,446 . S ��� Fro o� E19062 111 s;/• ' * 9OFMY— Darin T.Seidel, PE Eric Pagliotti From: Scott Edwards <scott.edwards@empowerenergies.com> Sent: Tuesday, September 22, 2020 11:06 AM To: Eric Pagliotti Subject: RE: 20-548 Solar FedEx Eric. Thank you for taking my call. As I mentioned, our business license is in transition as we complete an ownership reorganization. Can I get a 90 day extension on the plan check? The plan check number for my project is 20-548 (12369 Lower Azusa Rd.,Arcadia, CA 91006) and expires on 10/9/20. Thank you. Best regards, App ibtft ifictizozo Scott (J//�� `e44-e,0 180 dc"f6- 443-924-7294 '�• 61l420 From: Eric Pagliotti <epagliotti@arcadiaca.gov> Sent: Monday, September 14, 2020 6:59 PM To: Scott Edwards<scott.edwards@empowerenergies.com> Subject: RE: 20-548 Solar FedEx Hey Scott, The fees can not be paid online but they can be paid over the phone with a credit card or in person at city hall. ERIC PAGLIOTTI BUILDING TECHNICIAN II I CITY OF ARCADIA 240 W. HUNTINGTON DR. I ARCADIA, CA 91066 (626) 574-5448 epagliotti@arcadiaca.gov From:Scott Edwards<scott.edwards@empowerenergies.com> Sent:Thursday, September 10, 2020 12:33 PM To: Eric Pagliotti <epagliotti@arcadiaca.gov> Subject: RE: 20-548 Solar FedEx Hi Eric. Can we pay the outstanding fees online? Best regards, Scott • From: Eric Pagliotti<epagliotti@arcadiaca.gov> Sent:Thursday,August 27, 2020 4:35 PM To: Scott Edwards<scott.edwards@empowerenergies.com> Subject: RE: 20-548 Solar FedEx 1 V~� uF kvcIto e11 vJ��i, ; ' PERMIT/PLAN REVIEW APPLICATION Development Services Department,240 West Huntington Drive,Post Office Box 60021 ,.,°fN° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is I cethat in theperformance of the work for which this permit is issued,I shall exempt there from 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 not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date . . . . 't-6,rage..1Zcik • . . f---:77:. --'• • . . - - . . • . . . . . • .1 . . .. . . . . . - Engineering,' . . . . . . . . . . . . 23142 Arroyo Vleta RanCkoSarrta Hargarlta,-6A ø2ô&Tel 949.833.8850 Fax 94 .868.8851 • WebsFre:wo',istoro4ero cken.gIneering coemail emelk O l@storogeroakenglneering:com . . . . . . . . . . . . . . . . . . , . . . • - - . . .. . . • . • . • - . - Date: 9/21/2020 • - • . . .. . . • Re: Fedex r-pi.inal Arcadia . . 12304 Lower Azusa Rd Arcadia, CA 910p5 . ,. MHS Project#CC0000117 . . • . . 6 Storage Rack Engirieering, Inc Project#U-0413202 1 : 1 • . • . to:Whom 11-May Concern: . • - . . . • - • . . . . . . • - . , The information shown below indicates an approved alternate method of crrtachrnent for the deck . , . Mounted conveyor supports previously approved by this office. Please feel free.to contact me with any. • questions. . . . . . . 41100. .. .. . . . . . • . . . . . . . _____ ILIt ,, . . . - . -,-.5.5:-V•IL!,(di1VE111.0..7E1 . " ---21'-! . :/- -'.',;,"1 CP 011L•ME; • 11117e4i: , . •- ; • .._- • . . .• - • / L-3,3,,t 1/45 2.1/2 , L-3 2:12.1/4.1 2,/2 . . • . ., , 11111 17/14.![55 HA 59:5Y. 4 4,111i;I/cr EU[CIE AS70 411 - . . . 11‘ , . . 1.> <1,i ••, _- ' .. • . 4\i , . ., . . . . . . • , /- ,314! P*--1,774 ,, - • 1 , •• - , .. . - - .. . , 12,,,-,- ----- '1,1 Ti4,.„,..iii'011 Ilk 241,t 0 L. ! . - . .. . ... . . . . I.-1g .ip I.,,,>,- 03 0.-1LF1ED EC411 .i.01 . - ; .I '70,E20,40-D', I" 1 11" - ' .10 7E4f;Ed 02 • . . . . - imrio cisdismim. 0,,,,.—„ 6..f...,4,119 tEl I1, .War, IMAZISZ° 1111.,/N• . :'','J..t'lEi,,,g4.1E1: . _ . .• it . 4, . ri ) IIIIMIIIH_ffil - , . . . . . liall ...t.ii .Y ....,!,c: . . . 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J V ii-..-Ct.s-it, •',./1 11N• t - • ... 7fittr-- assani, ON cn=Ali Abolhassanl! 4k 1ethEittapptivuli•ACAD N IA. . 1 • P.E,o=Storage Rack • • - ,-..- Respectftilly, Abo I has Engineering,Inc,ou,SRE INC PpoJECT#1.14413201- . . . emeil=al@storageracke .. • ... . - . 41b4b0117444://4,14 P E 'nbineering.colt,,-,. - . • - . . . sanit P.E.Date:2020.09.ll E-4„,07,,fiaR„.i.ne. . • . . . • l'' ' All Abolhaseani, P.E. • 1721:40-0700' s.foresi..ibe4•Eivin.„..this- he ./ .. • .AFA.baibaksank RE President E Engineer of Record :zsiozAircyc- ry.s.fa . i...:, CA Civil Professional Engineer License#68381 Storage Rock Engineering, Inc. .0 :ilw.itc00.000.ie.4:0,vmeider4.cfm- - 0 Email: al@storagerackengineering.com , 0, witstarfiselaci,fnsilori7iko.cozp. . • 1 :N . . . . . ' . . . • - . . . . • . . - . - - „ . ' - .. ' , . . . .. - . . • - • - . ' .Page 1 • of-- 1 • NFL SCO LOT No.: 1911-63149 ISO 9001,IATF 18949 0518G ISO/IEC 17025 • 15014001 32s FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) 0 (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT W W W.CCN.CA) COMPLIES WITH EN10204:2004INSPECTION CERTIFICATE 3.1 DATE 2020-01-20 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ZCL AND MARKING HOLLOW TRIANGLE & "A325" SIZE GRADE QUANTITY 1/2-13 X 1 1/2 1036M 136,900 HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEAT NO. C% Mn% P% S% SI% A43709 0.37 0.95 0.011 0.009 0.21 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM E376 PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (HR 30N) (ROCKWELL) THICKNESS (psi) (Psi) (0.001 in) SPEC.MIN. 85,000 120,000 HRC 25.0 0.20 SPEC.MAX: EEC 34.0 s NO.1 PASS . 159,000 HRC 30.3 0.33 A NO.2 PASS 159,000 30.0 0.47 No.3 PASS 164,000 31.0 0.45 M NO.4 31.6 0.32 p NO.5 30.0 0.42 L NO.6 0.39 NO.7 0.52 E NO.8 0.28 NO.9 NO.10 0.41 0.41 NO.11 0.38 NO.12 0.40 NO.13 0.40 NO.14 NO.15 0.37 0.32 THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1, ASME B18.2.6, THREADS PER ASME B1.1 CLASS 2A UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS. THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 8000F. NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED ASTM P1941 Fe/En 5BN COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION COATING THICKNESS VALUES ARE PROVIDED BY GALVANO LABORATORY. MANUFACTURED IN: CANADA The steel was melted and rolled In North America and Is mercury and asbestos-free. ®a� INFASCO lea•elle Parent,Eng.,M.A.Sc. A division of ifestgroupe LP 700 Ouellette,Marleville(Quebec).1319.1319i P6 Quality Assurnce Foreman A Helco Company Tel.:(450)658-8741 Fax:(450)460-5496 03-LAB-009 Rev.10 Revision date of test report: 2020-01-27 Page 1 of 1 I N FAS G 0 LOT NO.: 1911-62208 9249L 1509001,IATF 16949 ISO!IEC 17025 15014001 P3RtT FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) Q (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT WWW.CCN.CA) • COMPLIES WITH EN102042004 INSPECTION CERTIFICATE 3.1 DATE 2019-11-19 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ZCL AND MARKING HOLLOW TRIANGLE & "A325" INDOOR USAGE ONLY SIZE GRADE QUANTITY 1/2-13 X 3 1036W 59,500 • HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEAT NO. C% Mn% P% S% SI% A42712 0.36 0.95 0.014 0.013 0.21 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM E376 PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (HR 30N) (ROCKWELL) THICKNESS (psi) (psi) (0.001 in) SPEC.MIN. 85,000 120,000 HRC 25.0 0.20 SPEC.MAX: HRC 34.0 s NO.1 PASS 143,000 HRC 31.2 0.40 NO.2 PASS 150,000 31.8 0.39 A NO.3 PASS 148,000 31.2 0.45 M No.4 30.6 0.35 p NO.5 32.1 0.31 NO.6 0.40 L NO.7 0.41 E NO.8 0.56 NO.9 0.39 • • NO.10 0.42 NO.11 0.32 NO.12 0.46 NO.13 0.44 NO.14 0.53 NO.15 0.37 • THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1 ASME B18.2.6, THREADS PER ASME B1.1 CLASS 2A. UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS ASTM F1941 Fe/Zn 5BN • THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 800°F. COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED MANUFACTURED IN: CANADA • The steel was melted and rolled In North America and Is mercuryand asbestos-free. • %j�111100P INFASCO Ise•elle Parent,Eng.,M.A.Sc. A division of Ifastgroupe LP 700 Ouellette.Merlevllle(Quebec)J3M 1 P6 Quality Assurance Foreman A Helco Company Tel.:(450)658-0741 Fax:(450)460-5496 D3-LAB-009 Rev.10 Revision date of test report: 2019-12-03 Page 1 of 1 V I N FAS CD LOT NO.: 1906-56925 Is09001,IATF 16949 7950G ISO/IEC 17025 ISO 14001 • 11..3R0FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) Q (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT W W W.CCN.CA) COMPLIES WITH EN10204:2004 INSPECTION CERTIFICATE 3.1 • DATE 2019-07-04 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ZCL AND MARKING HOLLOW TRIANGLE & "A325" INDOOR USAGE ONLY SIZE GRADE QUANTITY 1/2-13 X 3 1330M 15,100 HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEAT NO. C% Mn% P% 5% SI% v% A41080 0.30 1.65 0.016 0.014 0.23 0.03 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM E376 PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (HR 30N) (ROCKWELL) THICKNESS (psi) (psi) (0.001 in) SPEC.MIN. 85,000 120,000 HRC 25.0 0.20 SPEC.MAX: HRC 34.0 s NO.1 PASS 145,000 HRC 28.7 0.41 A NO.2 PASS 136,000 30.1 0.40 NO.3 PASS 142,000 28.5 0.54 M NO.4 29.6 0.46 p NO.5 0.54 L NO.6 0.39 NO.7 0.48 E NO.8 0.48 NO.9 0.62 NO.10 0.48 NO.11 0.45 NO.12 0.37 NO.13 0.70 NO.14 0.43 NO.15 0.57 THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1 ASME B18.2.6, THREADS PER ASME B1.1 CLASS 2A. UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS ASTM F1941 Fe/Zn 5BN THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 800°F. COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED COATING THICKNESS VALUES ARE PROVIDED BY GALVANO LABORATORY. MANUFACTURED IN: CANADA The steel was melted and rolled - • In North America and Is mercury and asbestos-free. 000111. 1111111 INFASCO Ma•elle Parent,Eng.,MA.Sc. A division of Ifastgroupe LP 700 Ouellette,MarlevIlle(Quebec).135 1P6 Quality Assurance Foreman A Helco Company Tel.:(450)658-8741 Fax:(450)460-5496 03-LAB-009 Rev.10 Revision date of test report 2019-10-26 Page 1 of 1 I IV FOS C 0 LOT NO.: 1906-57267 ISO 9001,IATF 16949 6229G ISO/IEC 17025 ISO 14001 P3RS FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) Q (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT W W W.CCN.CA) COMPLIES WITH EN102042004 INSPECTION CERTIFICATE 3.1 • DATE 2019-06-17 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ZCL AND MARKING HOLLOW TRIANGLE & "A325" INDOOR USAGE ONLY SIZE GRADE QUANTITY 1/2-13 X 3 1330M 16,500 HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEAT NO. C% Mn% P% S% • SI% V% A41074 0.31 1.64 0.014 0.009 0.20 0.03 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM E376 • PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (HR 30N) (ROCKWELL) THICKNESS (psi) (psi) (0.001 in) SPEC.MIN. 85,000 120,000 HRC 25.0 0.20 SPEC.MAX: HRC 34.0 s NO.1 PASS 144,000 HRC 31.8 0.31 A NO.2 PASS 145,000 31.2 0.31 NO.3 PASS 146,000 31.4 0.30 M NO.4 31.6 0.31 p NO.5 0.31 L NO.6 0.25 NO.7 0.30 • E No.8 0.35 NO.9 0.33 NO.10 0.40 NO.11 0.37 NO.12 0.26 NO.13 0.38 No.14 0.33 NO.15 0.42 THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1 ASME 818.2.6, THREADS PER ASME B1.1 CLASS 2A. UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS ASTM F1941 Fe/Zn 5BN THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 800°F. COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED COATING THICKNESS VALUES ARE PROVIDED BY GALVANO LABORATORY. MANUFACTURED IN: CANADA The steel was melted and rolled .. in North America and Is mercury and asbestos-tree. , • f� INFASCO Isa•elle Parent,Eng.,M.A.Sc. A dlvIslon of Ifastgroupe LP 700 Ouellette,Marlevllle(Quebec)J3M 1P6 Quality Assurance Foreman A Helco Company Tel.:(450)658-8741 Fax:(450)460-5496 03-LAB-009 Rev.10 Revision date of test report: 2019-07-11 Page 1 of 1 S caale, SPECIFIED ��r7/ Btb k : J•CONSTRUCTION ?Owers. LAM= ELco De er// FASTENERS TASTES/INa INNOVATIONS DEWALT - 701 East Joppa Road,Towson,MD 21286 (800)524-3244 Fx:(914)576-6483 Email:anchorsad ewalt.com Website:anchors.dewalt.com CERTIFICATE OF COMPLIANCE Date: February11, 2020. To: AIS MATERIAL CERTIFICATION FOR DEWALT 7400SD1 SERIES POWER- STUD+®SD1 ANCHOR CARBON STEEL VERSION The purpose of this letter is to list the materials used in the manufacture of the DEWALT 7400SD1 Series carbon steel Power-Stud+SD1 Anchor. The anchor body is made from cold drawn carbon steel for the 1/4"through 3/4" diameters. For the 7/8"through 1-1/4"diameters, the anchor body is made from machined carbon steel. The expansion wedges are formed from tempered carbon. steel. The nuts are commercial grade steel meeting ASTM Specification A563, Grade A and the washers are carbon steel meeting the dimensional requirements of ANSI B18.22.2, Type A Plain. The anchor is plated with commercial zinc and a clear chromate treatment according to ASTM Specification B633, SC1, (Fe/Zn 5); minimum plating requirement for Mild Service Conditions. If you require additional certifications, please contact our Customer Service Department. Very truly yours, 1 \I` � DEWALT Vulcan Threaded Products uidean 10eCross AL Trail JOB MATERIAL CERTIFICATION Pelham,AL 35124 Tel(205)620-5100 THREADED PRODUCTS,INC. Fax(205)620-5150 Job No: 644482 Job Information Certified Date: 10/14/19 Containers: S16345817 Test Results Part No:BAR B7.9144x290 HT Test No:56821 Test:Quench&Temper Information(Lbs) Description Austenitizing Temp (F) Tempering Temp (F) Run Speed (Ft/min) Quench Water Temp (F) Note Quench&Temper Information Results 1,632 — 1,348 26 89 __ Test No:56822 Test:Partial Decarb Test Description Surface Carb. (in.) Partial Surface Decarb. (in.) Note ____ 0 _ 0.006 ______ Test No:56823 Test:F1554-105 FB Requirements Description Tensile(ksi) (ksi) Yield 0.2%Offset(ksi) (ksi) —Elongation (%) Elongation Gage Length-(8irl) ROA (%) Note 138 126 14.6 8in 59.4 Test No:56824 Test:A193 B7,F1554-105 Requirements Description Tensile Yield 0.2% Elongation Elongation ROA Midradius Surface Center Hardness Note (ksi) Offset (ksi) (%) Gage Length (%) Hardness Hardness Hardness Test Type __ `__ 142 129 20 4D 62 30 29 31 HRC _ 142 128 19 4D 61 30� 30 31 HRC r _'i 142 129 20 _ 4D 61 31 _ 30 30 HRC _ 142__ 128 20 4D 62 31 _ 30 30 HRC _ � 143 _ 130 21 � 4D 63 29 29 30 HRC _ _ 142 129 20 4D 62 30 29 31 HRC 142 129 20 4D 64 31 29 29 HRC 142 129 21 4D 61 30 29 30 HRC Test No:56825 Test:F1554 Gd105 S4 Charpy ft/lbs Requirements . Description l Container Test Temp (F) Testi (ft/lbs) Test2 (ft/lbs) Test3 (Nibs) Results Avg (ft/lbs) Note I -20 68 70 67 68 swill NiTuAtova 10/14/19 Norwood,Sallie-Certification Engineer Date Plex 10/14/19 7:55 AM vulc.sano Page 2 of 2 • I N FAS C o LOT N O.: 1912-63726 ISO 9001,IA7F 16949 0172L ISO!IEC 17025 ISO 14001 Q3Rs FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) Q (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT WW W.CCN.CA) COMPLIES WITH EN10204:2004 INSPECTION CERTIFICATE 3.1 DATE 2019-12-22 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ECL AND MARKING HOLLOW TRIANGLE & "A325" WITH TOUCH RE-ROLL AFTER PLATING INDOOR USAGE ONLY SIZE GRADE QUANTITY 3/4-10 X 2 1036M 10,200 HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEAT NO. C% Mn% P% S% SI% A43531 0.35 1.01 0.010 0.009 0.19 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM E376 PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (HR30N) (ROCKWELL) THICKNESS (psi) (psi) (0.001 in) SPEC.MIN. 85,000 120,000 BRC 25.0 0.20 SPEC.MAX: HRC 34.0 s NO.1 PASS 150,000 BRC 31.0 0.41 A NO.2 PASS 145,000 30.0 0.46 NO.3 PASS 149,000 30.2 0.40 M NO.4 30.0 0.43 p NO.5 0.35 NO.6 0.36 L NO.7 0.41 E NO.8 0.36 NO.9 0.38 NO.10 0.33 NO.11 0.39 NO.12 0.28 NO.13 0.22 NO.14 0.48 NO.15 0.31 THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1 ASME B18.2.6, THREADS PER ASME B1.1 CLASS 2A. UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 800°F. NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED ASTM F1941 Fe/Zn 5BN - COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION MANUFACTURED IN: c,ANADA The steel was melted and rolled In North America and Is mercury and asbestos-free. /-4/111.".' INFASCO Isa•elle Parent,Eng.,M.A.Sc. A dIVIslon of Ifastgroupe LP 700 Ouellette,Marlevllle(Quebec).13M 1 P6 - Quality Assurance Foreman A Helco Company Tel.:(450)658-8741 Fax:(450)460-5496 03-LAB-009 Rev.10 Revision date of test report: 2020-01-29 Page 1 of 1 ' I N AS C O LOT NO.: 1906-57438 Iso 9001,IATF 16949 6935L ISO/IEC 17025 ISO 14001 P32� FASTENER TEST REPORT (THIS DOCUMENT MAY ONLY BE REPRODUCED IN ITS ENTIRETY,WITH PRIOR WRITTEN APPROVAL BY THE INFASCO LABORATORY) (THE INFASCO LABORATORY IS ACCREDITED BY THE CCN FOR THE TESTS LISTED AT WW W.CCN.CA) COMPLIES WITH EN102042004INSPECTION CERTIFICATE 3.1 DATE 2019-07-08 DESCRIPTION A325-1 STRUCTURAL BOLT UNC N ZCL AND MARKING HOLLOW TRIANGLE & "A325" WITH TOUCH RE-ROLL AFTER PLATING INDOOR USAGE ONLY SIZE GRADE QUANTITY 3/4-10 X 2 1/4 1036M 20,100 HEAT CHEMICAL ANALYSIS(provided by steel supplier) HEATNO. 0% Mn% P% S% SI% A41088 0.35 0.94 0.013 0.011 0.19 METHOD ASTM F606 ASTM F606 ASTM F606 ASTM 0376 PROOF LOAD WEDGE TENSILE SHEAR STRENGTH SURFACE HARDNESS CORE HARDNESS MICRO HARDNESS COATING STRENGTH (11R 30N) (ROCKWELL) THICKNESS (psi) (psi) (0.001 in) SPEC.MIN. 85,000 120,000 HRC 25.0 0.20 SPEC.MAX: HRC 34.0 5 NO.1 PASS 141,000 SAC 29.7 0.49 NO.2 PASS 140,000 29.5 0.48 A NO.3 PASS 140,000 29.2 0.50 M NO.4 29.2 0.54 p NO.5 0.61 NO.6 0.80 NO.7 0.83 E NO.8 0.74 NO.9 0.45 NO.10 , 0.49 NO.11 0.48 NO.12 0.46 NO.13 0.42 NO.14 0.40 NO.15 - 0.51 THE ABOVE TESTED SAMPLES HAVE BEEN INSPECTED FOR VISUAL DISCONTINUITIES AND FOUND ACCEPTABLE. THEY COMPLY IN ALL RESPECTS WITH THE LATEST EDITION OF THE FOLLOWING SPECS: ASTM A325 TYPE 1, ASME B18.2.6, THREADS PER ASME B1.1 CLASS 2A UNLESS OTHERWISE SPECIFIED. MEETS THE SURFACE DISCONTINUITIES REQUIREMENTS. ASTM F1941 Fe/En 5BN THESE FASTENERS WERE OIL QUENCHED AND TEMPERED AT A TEMP. ABOVE 8000F. COMPLIES WITH RoHS2 DIRECTIVE 2011/65/EU OF THE EUROPEAN UNION NO BISMUTH, SELENIUM, TELLURIUM OR LEAD HAVE BEEN INTENTIONALLY ADDED MANUFACTURED IN: CANADA The steel was melted and rolled • In North America and Is mercury and asbestos-tree. i® 01111111.00/ INFASCO isa elle Parent,Eng.,MA.Sc. A division of Hastgroupe LP 700 Ouellette,Marlevllie(Quebec)EM 1 P6 Quality Assurance Foreman A Heico Company Tel.:(450)658-8741 Fax:(450)460-5496 03-LAB-009 Rev.10 Revision date of test report: 2019-08-08 Page 1 of 1 ri Li C.CA LOT NO. Post Office Box 6100 435713ASaint Joe.Indiana 46785 FASTENER DIVISION Telephone 260%337. 1600 CUSTOMER NO/NAME . •9347 ALL INTEGRATED SOLUTIONS NUCOR ORDER tt 190385 TEST REPORT SERIAL# FB630180 CUST PART N • TEST REPORT ISSUE DATE_ 3/25/20 i.,,,--,;-.% DATE SHIPPED 4/06/20 CUSTOMER P.O. N 1097427 r /,';::-7-:\ NAME, OF LAB SAMPLER:. RYAN UNGER, LAB TECHNICIAN \\ t•• i) ********* *******CERTIFIED MATERIAL TEST REPORT***************** NUCOR PART NO . QUANTITY LOT NO. DESCRIPTION '•\.�: i` 175619ZC 63000 435713A 3/4-10 GR C HV HX NUT �• _ % MANUFACTURE DATE 2/26/20 .0002 ZN-CLEAR --CHEMISTRY MATERIAL GRADE -1045L • MATERIAL HEAT **CHEMISTRY COMPOSITION (WT% HEAT ANALYSIS) BY MATERIAL SUPPLIER NUMBER NUMBER C ' 'MN P S SI NUCOR STEEL - SOUTH CAROL RM033907 D.L2010.0876 .45. .66 .010 .022 .19 • --MECHANICAL.PROPERTIES IN ACCORDANCE WITH ASTM A563-15 SURFACE CORE PROOF LOAD ' TENSILE STRENGTH HARDNESS HARDNESS. 48100 'LBS DEG-WEDGE (R3ON) (R3ON) (RB) .(LBS) STRESS .(PSI) N/A . 88.2 PASS. ' N/A N/A N/A 93:.4 PASS' • N/A ' . .N/A • N/A 90.4 PASS N/A N/A N/A 92:9 PASS N/A N/A N/A 91.3 PASS N/A N/A AVERAGE VALUES FROM TESTS ' . 91'..2 PRODUCTION LOT SIZE 125400 PCS --VISUAL INSPECTION IN ACCORDANCE WITH ASTM A563-15 80 PCS. SAMPLED LOT PASSED --COATING - .0002" minimum Zn (Fe/Zn 5)4 Type III Clear (Blue) Chromate 1. 0.00039 2. 0.00052 3. 0.00062 4. 0.00056 5. 0.00054 6. 0.00056 7. 0.00056 8. 0.00051 9. 0.00053 10. 0.00040 11. 0.00054 12.' 6.00048 13. 0.00042 14. 0.00044 15. 0.00049 . " AVERAGE THICKNESS FROM 15 TESTS .00050 --DIMENSIONS PER ASME B18.2.6-2010 CHARACTERISTIC NSAMPLES' TESTED MINIMUM MAXIMUM Width Across' Corners ' 8' 1.398 1.401 Thickness 32 0.734 0.750 • • ALL TESTS ARE IN ACCORDANCE WITH THE LATEST REVISIONS OF THE METHODS PRESCRIBED IN THE APPLICABLE SAE AND ASTM SPECIFICATIONS. THE. SAMPLES TESTED CONFORM TO THE SPECIFICATIONS AS DESCRIBED/LISTED ABOVE AND WERE MANUFACTURED. FREE OF MERCURY CONTAMINATION; 'NO INTENTIONAL ADDITIONS'OF BISMUTH, SELENIUM, TELLURIUM, OR LEAD WERE USED IN THE STEEL USED-TO PRODUCE THIS PRODUCT: THE STEEL WAS MELTED AND MANUFACTURED IN THE U:S.A. AND THE PRODUCT WAS MANUFACTURED AND TESTED IN .THE'U.S.A. PRODUCT COMPLIES WITH'DFARS :252.225-7014. WE CERTIFY.THAT THIS DATA.IS A:TRUE REPRESENTATION.OF INFORMATION PROVIDED BY.THE MATERIAL SUPPLIER AND OUR .TESTING LABORATORY. THIS CERTIFIED MATERIAL TEST REPORT.RELATES ONLY TO THE ITEMS LISTED ON THIS DOCUMENT AND MAY NOT BE REPRODUCED EXCEPT-IN FULL. 'CERTIFICAT=ON FORMAT'MEETS EN10204 3.1 Oki 11111 NUCOR FASTENER A 'DIVISION OF NUCOR CO PORATION ACCREDITED ' / • MECHANICAL FASTENER CERTIFICATE.NO: A2LA.0139.01 BOB HAYWOOD EXPIRATION DATE 12/31/21 QUALITY ASSU• ERVISOR Page 1 of 1 : ‘94 :. Wrought Washer Mfg.,Inc 1901 Chicory Road Mount Pleasant,WI 53403 Stnmping The Future - - Certificate Of Conformance Date: Certification To:AIS/All Integrated Solutions 8625 Industrial Drive Franksville,WI 53126 USA Part.Info. PO No Revision: Customer Part NO: /900500 Customer Part Rev Level: Part Name: 112 F436 S MARK MECH:ZN Quantity: 79,800 Customer PO No: 1096374 Supplier: Master Unit No(s): M015928. Line No. 1 Piece List: Tracking No(s): S094802 Wrought Washer Mfg.,Inc:Part No:.017261 Revision: Heat Code(s): 191080 Shipper No:,WW03951 . Job No(s): 1595 HT 9 5 9 Supplier • Heat No Attachment. 191080 191080 • We hereby certify that the subject,parts conforrn to the purchase order and any applicable specification indicated above.We further certify that all hardening and/or plating meet full purchase order specification requirements. We hereby certify that all statutory requirements as to American Production and Labor Standards and all conditions of purchase applicable to the transaction have been complied with andthat the subject parts were manufactured:in the USA. Signature .Date �io4nn,n P.AA An Ino.;n..:: 1.f+ "�;4"m'JZMM'tom. ir.3'+ LCA'-^ yi'Q,:"�7 .�C. ip 1800 Touhy Ave. Elk Grove Village, IL 60007 Letter of Conformity Sold To: WROUGHT WASHER MFG INC Ord: 303049 2100 SOUTH BAY STREET • Purchase Order: 003073 MILWAUKEE, VVI 53207 Customer Lot #: 1595 Quantity Part Number/Part Name/Part Description Pounds 211976 017261 3,593.00 1.095 0.563 0.177 Process Steps: SPECIAL INSTRUCTION -WW, ALKALINE CLEAN/WASH, MECHANICAL ZINC PLATING, QC AFTER PLATING, "' DUMP CONTAINERS "", FINAL Q.C. SHIPPING DEPARTMENT, INTER-PLANT TRANSFER Inspection Name: Scale: Minimum: Maximum: PLATING THK MAG ASTMB499 in 0.0003 .0 This order has beenaccepted and processed in accordance with the above operations and customer requirements. Other terms and conditions will apply. - 'Martin Straus CEO Chem-Plate Industries Inc. • hETALLLTJGICAL TESTING CERTIFICATION D4B04k7. Nucor. Steel Indiana Certificate Number: 841480 • 4537 South Nucor Road Date Issued: 08/30/2019 Crawfordsville, IN 47933-0907 Page: 3 of 4 Customer Name: WROUGHT. 1SFER NFG INC Order barber: 319487 - 0009 HOT'ROLLEO PICKLED 6 OILED • Customer Address: 2100 5 tY.ST Order Dirensions: 0.1220 in'X 49.5000 in HRPO,NILL,1035 • MILWAUKEE: . •WI 53207 Release,Order.: ASTM A568-17A 'Cust'PD:Niaber: ' H3563 SAE 3403-14 1035 Coil Naber- TAIL • ' .2428624.000- Rockwell•8: 86 • Part Number • 544128-60 TONS Weight: 42,840 LBS CHEHICTL ANALYSIS Heat Slab C 1, P' S Si • Cu Sn Ni. •Cr Mo Al N V Nb Ti B Sb 191080 05 0:34 0:850 0:007 0.003 0.229 '0-086 0.005 0.049 0:054 0.020 0:025 • 0:007 0:004 0.001 0:002 (0.0005 0.001 • • • • WE HEREBY CERTIFY.T1€ ABOVE-.IS CORRECT.05 CCNTTAINED.IN THE RECORDS.OF THE CORPORATION MELTED.AND ROLLED IN-THE USA ,`.a''c,.c c oib OF-0261 04/01/2019 NUCOR OUPLITY ASSURANCE-, 1-800-777-0950 .HTR.IND IMIUIRIES@N000R:C0H • Wrought Washer Mfg.;Inc 2100 South Bay Street Milwaukee,WI 53207 Slampinti nm fwu,eTe1414-744-0771 .. _ Material Certification Customer.AISIA1I Integrated Solutions Ship To:.AIS/All Integrated Solutions Customer PO No: 1096374 . Wrought Washer Mfg.,Inc.Order No: 1140 Order Line: 1 Wrought Washer Mfg.;Inc.Part No: 017261 . Customer Part No: /900500 Shipped Qty: 79;800 Heat: 191080 Heat Code: 191080 Grade: 1035 Note: Material Specification Type : Material Specification Actual Chemistry C : 0.34% Mn 0.85% S 0% • Cu. 0% Ni 0% : Cr 0% We hereby certify that chemical analysis and/or physicalcharacteristics shown area true copyof original test reports on file with us from the producing source covering the heat or lot from which this.material was.taken: Flex 1/31/2020 8:46 AM/.GPrill.ww 1 of I • 'TWINING 18011 Sky Park Circle Suite J Tel 949:553:0370 CONSULTING Irvine CA 92614 • Fax 949.553.0371 October 01,2020 Twining Project No:200401.1 Permit#.: COMM-20-0576' Thomas.Blackadar; P.E. FedEx Ground Facilities and:Material Handling Systems 1000 Fedex Dr Moon Township, PA 15108 Subject:. Final Report of Special Inspection and Testing Project: FedEx Ground-Arcadia Smalls Sorter Project • Mr.Thomas Blackadar, This letter may be considered the final report and is to affirm the material testing and inspections services:by registered special inspectors, performed between July'02, 2020 and September 27, 2020,through Twining.Consulting, Inc:, on the: Structural Steel: Inspection of field welds and bolting; To the best of our knowledge, all the inspected work requiring specialinspection for the structures constructed under the subjectpermits as indicated in the scope of work is in conformance with approved plans, revisions; specifications,approved inspection and testing program, and the applicable workmanship provisions of the California Building Code. This letter and our services reports do not relieve the contractor of being solely responsible for the work performed to conform to the approved plans and specification, and the requirement of the governing jurisdictions and Building Coder Should you need additional information, please do not hesitate to contact at (424).501-5111'or email atohmehAtwiningconsultinq.corn. Respectfully Submitted by: TWIN G CONS -TING, INC: .MmM eh/ .,..i Ahmed Tohmeh Project Manager 1% ." TINING C N 5 U LT I N G Irvine Corporate Office:949.336.4325 Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.com STRUCTURAL STEEL Testing.& Inspection Report INSPECTOR CODE Roger Miller JOB NUMBER 200401.1 - DATE 9/27/20 ; . Om OT OW OT OF .O S QO S JOB NAME Fed Ex Arcadia DSA FILEE#/OOSHPD INCA('N/A ADDRESS 12369 Lower Azuza .DSA APPL.#/OSHPD/PERMIT# Comm-20-0576 • GENERAL CONTRACTOR MHL+ - JURISDICTION City of Arcadia/CBC ARCHITECT M HS.LVIO I ENGINEER MHS -- SUBCONTRACTOR Of any) Hy-tek REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each,joint must the specifically identified for SSW/HS bolt inspection.Non-compliant work must be specifically identified.Communication(RFI,Sketch,etc.)voiding previous non-compliant items must be listed,, record conversations and communications with project designers,building and permit granting authority officials._ HOURS REGULAR 1.5X 2X TIME IN TIME OUT MEALPERIOD*(11ME) ❑ Mileage ❑ Expenses • ❑ Shop El Field ❑� Welding 0 Sampling ❑'Fireproofing ❑ NDT ❑ Bolting 0 Other DESCRIPTION OF.WORK INSPECTED Inspected welding for new conveyor system addition at the Fed-Ex project in Arcadia Ca. 1: Verified & reviewed,welding procedure &welding details. 2. Verified welding process & electrodes. SMAW E7018. Verified welding oven in use. 3. Verified qualified welder. Angel Sepulveda. AWS D1.1 qualified. Active within 6 months. 4. Inspected joint preparation, fit up &welding of structural HSS steel for new conveyor belt systems. HSS3X3X1/4", HSS4X4X1/4", HSS6X3X1/4", HSS12X3X1/4". Butt, Tee, Corner& flare bevel joints, Metal Grating. Grid lines: B@7-10. 1st & 2nd levels. Reference detail: 202A. Grid lines B@1-25. All anchor bolts are installed & torqued to specified torque values per ESR-1917. All welding is complete & acceptable per AWS D1.1. . WELDER CERTIFICATION/EXPIRATION DATE WELDER CERTIFICATION/EXPIRATION DATE Angel Sepulvada 'AWS D1.1 Qualified/Active rr Electrode Used: . . E7018 • CERTIFICATION OF COMPLIANCE All inspections based on minimum of 4 hours and over 4 hours— The WORK WaS inspected in accordance with the 8 hours minimum.If inspector is called to a project and no work is wasT performed,a 2-hour minimum charge will be applied. requirements of the City approved documents. (DSA,OSHPD,City,etc. The WORK INSPECTED Met the requirements of the Approved/Authorized met/did not meet pP by On-Site Representative City approved documents. (DSA,OSHPD,City,etc. N/A Submitted by MATERIAL SAMPLING performed in accordance Twining Consulting,Inc. was/was not/N/A I with City . approved documents. (DSA,OSHPD.City,etc. - - - Inspector Name Roger Miller Inspector Signature R'sis`^ 0 Additional Page(page#)SS Inspector ID/Lic.# #P007959 This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes and project.documents. 1 Report# .. TWINING • , CONSULTING c T A,r Irvine Corporate Office:949.336.4325 V 0 I\J 1 17 V Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.com STRUCTURAL STEEL Testing& Inspection Report. - INSPECTOR CODE .JB NUMBER DATE B:McCaw O � . 200401.1 - . 07-14-2020 1 Om.00 T- Ow. OT OF Os Os JOB NAME FEDEX-ARCADIA DSA FILE#/OSHPD INC.# N/A /� ADDRESS 12369.Lower Azusa Canyon: ,Arcadia Ca. - 'DSA APPL.#/OSHPD/PERMITCOMM-20-0607 OMM-20-0607 _ GENERAL CONTRACTOR JURISDICTION .. - .. Kentucky Material handling systems .' Arcadia . ARCHITECT ENGINEER SUBCONTRACTOR(if any) ' Fazekas Scott and Associates I Fazekas Scott and Associates Hy-tek . REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each joint must the specifically identified for SSW/HS bolt inspection.Non-compliant work must be specifically identified.Communication(RFI,Sketch,etc)voiding previous non-compliant items must be listed,. record conversations and communications with project designers,building and permit granting authority officials. HOURS REGULAR 1.5X 2X : TIME IN TIME OUT MEALPEFIIOD*(11ME) • 8` • 0 0 . S:OOAM 2:OOPM : : N/A. ❑ Mileage ❑ Expenses - If no meal is taken,,complete appropriates el section below. ❑ Shop ❑ Field ❑ Welding. • 0 Sampling ❑ Fireproofing ❑..NDT • I].Bolting HS I] Other DIA • DESCRIPTION OF-WORK INSPECTED Erection of conveyor,structure columns, Welding of column to baseplate, tube to tube throughout. SMAW process performed for steel connections for conveyor supports . 1) work in progress- welds need to be cleaned and prepped prior to inspection of weldment Reviewed provided.WPS and WPQR documentation . Review of plans Verified proper electrode and storage devices WELDER: CERTIFICATION/EXPIRATION DATE :: WELDER CERTIFICATION/EXPIRATION DATE Electrode Used: - CERTIFICATION OF COMPLIANCE • - All inspections based on minimum of 4 hours and over 4 hours- The WORK Was inspected in accordance with the 8 hours minimum.If inspector is called to a project and no work is • was/was not requirements of the . approved documents. performed,a 2-hourminimum charge viii a lied. Arcadia . 9 pp lied. OSHPD,City,etc. The WORK INSPECTED Met �anotmeet -the requirements ofthe Approved/Authorized by Juan Gil Arcadia. On-Site Representative • approved documents. • (DSA,OSHPD,City,etc. N/A Submitted by — MATERIAL SAMPLING performed in accordance Twining consulting,Inc.' was/was not/N/A with Arcadia approved documents. (DSA,OSHPD.City.etc. • - - - Inspector Name Brian.T: McCaw • Inspector Signature ❑Additional Page(page#)SS Inspector ID/Lic:# 5258502 ICC, 14 45. AW QC- This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes'and project documents. 00. • Report#" • 00 TWINING CONSULTING Irvine Corporate Office:949.336.4325 Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.com • STRUCTURAL STEEL Testing& Inspection Report. • INSPECTOR CODE B McCaw- I JOB NUMBER 200401 1 DATE 07-21-2020 O M.OOT. OW OT OF OS OS JOB NAME FEDEX- /t RrlC/t D i/t DSA FILE#/OSHPD INC.#'N/A .. • . ADDRESS 12369.Lo verVAzzus/a.Canyon ,Arcadia Ca. "DSA APPL.#/OSHPD/PERMIT# COMM-20-0576: . ' . GENERAL CONTRACTOR - - - ' Kentucky Material handling systems ".' JURISDICTION Arcadia ARCHITECT ENGINEER " SUBCONTRACTOR(If any) - . . Fazekas Scott and Associates I Fazekas Scott and Associates Hy-tek - • REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each joint must the specifically identified for SSW/HS bolt inspection.Non-compliant work must be specifically identified.Communication(RFI,Sketch,etc.)voiding previous non-compliant items must be listed, record conversations and communications with project designers,building and permit granting authority officials. HOURS REGULAR • 1.5X 2X TIME IN TIME OUT MEALPERIOD*(1IME) 40 0 8:OOAM 12:00PM _ N/A ❑Mileage 0 Expenses • •If no meal is taken,complete appropriate section below. ❑ Shop 0 Field 0 Welding. 0 Sampling - • - ❑ Fireproofing 0 NDT I] Bolting HS H.Other DIA DESCRIPTION OF WORK INSPECTED Erection of conveyor structure columns, tack welding of column to baseplate assembly • Verified installation of high strength fasteners at phase 2&3 1) F3125 A325 bolts installed,-tightening operations complete phase 2, phase 3 All work in progress and on-going WELDER CERTIFICATION/EXPIRATION DATE ' WELDER CERTIFICATION/EXPIRATION DATE Electrode Used: CERTIFICATION OF COMPLIANCE • All inspections based on minimum of 4 hours and over 4 hours The WORK WaS inspected in accordance with the 8 hours minimum.If inspector is called to• project and no work is was/was not. - - requirements of the Arcadia approved documents. performed,a 2-hour"minimum charge will i e applied. • (DSA,OSHPD,City,etc. The WORK INSPECTED Metand got meet the requirements of the Approved/Authorized by 4 �/ / i U.n Gil mot - Arcadia ,„ •esentative ' approved documents. , (DSA,OSHPD,City,etc. N/A _ Submitted by MATERIAL SAMPLING' performed in accordance Twining Consulting, no: " was/was not/N/A• with Arcadia approved documents. (DSA.OSHPD,CIty.etc - Brian T. McCaw Inspector Name ••• Inspector Signature 0 Additional Page(page#)SS Inspector ID/Lic.# 5258502 ICC, 14 45. AW QC- This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes and project documents. • so • MI . • TWINING • Irvine Corporate Office:949.336.4325. CONSULTING Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.corn STRUCTURAL STEEL Testing&Inspection Report INSPEDTOR CODE Roger miller JOB NUMBER 200401.1 DATE-7/30/20 - I Om OT Ow T OF OS OS JOB NAME Fed Ex Arcadia' - DSA FILE NOSHPD INCA A . . . ADDRESS 12369 Lower Azuza DSA APPL NOSHFD/PEFIMIT F - Comm-20-0576 GENEF1AL CONTRACTOR MHS JURISDICTION City of Arcadia/CBC . ARCHITECT MHS ENGINEER MHS SUBCONTRACTOR(if any) Hy-tek - REQUIREMENTS:Limit one job number,one permit number per sheet Identify all work by type and SPECIFIC location.Each joint must the specifically identified for SSW/HS bolt inspection.Non-conipliant work must be specifically identified.Communication(RFI,Sketch;etc.)voiding previous non-compliant items must be listed, record conversations and communications with project designers,building and permit granting authority officials • HOURS REGULAR 1.5X •. 2X TIME IN TIME OUT - MEAL PERIOD*(nrop 8 2 1. • 5:00am 3:30pm .5 • o mileage 0 Expenses 0 Shop 0 Field - It Welding 0 Sampling 0 Fireproofing El NDT 0 Bolting 0 Other . . . . . . . . DESCRIPTION OF WORK INSPECTED • Inspected drilled in anchors&welding for new conveyor system addition at the Fed-Ex project in Arcadia Ca. 1. Verified& reviewed welding procedure&welding details. 2. Verified welding process&electrodes. SMAW E7018. Verified welding oven in use. 3.Verified qualified welder.Angel Sepulveda.AWS D1.1 qualified.Active within 6 months. 4. Inspected joint preparation,fit up &Welding of structural HSS steel for new conveyor belt systems. - HSS3X3X1/4", HSS4X4X1/4", HSS6X3X1/4", HSS12X3X1/4". Butt,Tee, Corner&flare bevel joints. Grid lines: B@15-16. Reference detail:202A. 5. Inspected installation of Hilti KB-TZ 1/2"&3/4"diameter anchor bolts. Verified drilling &cleaning of holes. Verified depth of embedment.Verified 40ft lbs of torque per ESR-1917. Grid lines B@15-16. 6. * Marked welds that need to fixed due to poor weld profiles. per AWS D1.1. Location B@14-16. Welding per AWS D1.1 • • WELDER CERTIFICATION/EXPIRATION DATE WELDER - CERTIFICATION/EXPIRATION DATE Angel Sepulveda AWS DIA Qualified/Active . . • • • Electrode Used: E70.18 CERTIFICATION OF COMPLIANCE • . • All inspections based on minimum of 4 hours and over 4 hours— The WORK Wasinspected in accordance with the 8 hours minimum.If inspector is called to a project and no work is was/was not performed,a 2-hour minimum charge will be applied. requirements of the citY approved documents. (DSA,OSHPD,City,etc. The WORK INSPECTED Met • the requirements of the Approved/Authofted by C-D44#. met/did not meat On-Site Representative ' • City • approved documents. (DSA,OSHPD,City,etc. MATERIAL SAMPLING N/ASubmitted by performed in accordance Twining Consulting,Inc. was/was not/NIA with City approved documents. • IDSA.OSHPD.City.etc. . Inspector Name Roger Miller Inspector Signature /2641111°1 0 Additional Page(page#)SS Inspector ID/Lic.# #P007959 This report will be distributed to the architect engineer,client and governing jurisdiction(e.g.DSA)as required by applicable codes and project documents. 1% . . . . . . . . .•. - . . . .. TWINING • • . . • ., . . • CONSULTING Irvine Corporate Office:949.336.4325 Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.com STRUCTURAL STEEL Testing& Inspection Report. - INSPECTOR CODE Roger Miller I JOBNUMBER;200401.1 _ DATE- 8/8/20 OM.-OT- OW OT OF OS OS JOB NAME Fed Ex Arcadia . • DSAFILEE#/OOSHPPD INC.#-A 1/ q A ADDRESS 12369 Lower Azuza. . - .. - :DSAAPPL#/OSHPD/PERMIT# Comm-20-0576 ..--'. GENERAL CONTRACTOR MHS .. - JURISDICTION 'City of Arcadia!CBC- - ARCHITECT MHS,MHS . _I ENGINEER MHS _ - .. ' .,SUBCONTRACTOR(If any) Hy-tek .. ' . REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each joint must the specifically identified for ' SSW/HS bolt inspection.Non-compliant work must be specifically identified.Communication(RFI,Sketch;etc.)voiding previous non-compliant items must be listed,, record conversations and communications with project designers,building and permit granting authority officials. .. H -. • OURS" . _. REGULAR 1.5X 2X TIME IN TIME OUT MEALPERIOD*(rIME) 10 5:00am • : 3:30pm . -5 El.Mileage. • • ❑ Expenses , ' 0 Shop • " • 0 Field ❑M Welding.- 0 Sampling 0 Fireproofing 0.NDT 0 Bolting • ❑ Other DESCRIPTION OF.WORK INSPECTED Inspected drilled in anchors&welding for new conveyor system addition at the Fed-Ex project in Arcadia Ca. 1.Verified &reviewed welding procedure &welding details. • 2-Verified welding process &electrodes. SMAW E7018:Verified welding oven in use. - 3. Verified qualified.welder:Angel Sepulveda.AWS D1.1 qualified.Active within-6 months. 4. Inspected joint preparation,fit up&welding of structural HSS steel for new conveyor belt systems. HSS3X3X1/4", HSS4X4X1/4", FiSS6X3X1/4", HSS12X3X1/4". Butt,Tee, Corner&flare bevel joints, Metal Grating. Grid lines:-B@15-16, 1st&2nd levels. Reference detail:202A. 5. Inspected installation of Hilti KB-TZ 1/2"&3/4"diameter anchor bolts. Verified drilling &cleaning of holes. - Verified depth of embedment. Verified 40ft lbs of torque per ESR-1917.Grid lines B@15-16, 2-3. . . *two missing anchors. Location: B@1-2. - Welding per AWS D1.1" .WELDER. ' CERTIFICATION/EXPIRATION DATE WELDER- CERTIFICATION/EXPIRATION DATE Angel Sepulvada AWS:D1.1 Qualified/Active - - - Electrode Used: . E7018 CERTIFICATION OF COMPLIANCE All inspections based on minimum of 4 hours and over 4 hours— The WORK Was inspected in accordance with the 8 hours minimum:If inspector is called to a project and no work is • was/was not - . requirements of the City approved documents. performed,a 2-h"our minimum charge will be applied. • • (DSA,OSHPD,City,etc. - • The WORK INSPECTED Met the requirements of the Approved/Authorized by . • met/did not meet pp ' . On-Site Representative City approved doCuments. (DSA,OSHPD,City,etc. N/A • • ' Submitted by MATERIAL SAMPLING performed in accordance Twining Consulting,Inc. was/was not/N/A with City ,. approved document . Inspector Name Roger Miller Inspector Signature • al°114°1 " 0 Additional Page(page#)SS Inspector ID/Lic:# #P007959" This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes and project documents. • 1% TWINING A�c r Irvine Corporate Office:949.336.4325 V O 1\J LT'A'17 Long Beach San Bernardino I San Diego I Ventura I www.twiningconsulting,com • STRUCTURAL STEEL Testing&Inspection Report INSPECTOR CODE Roger Miller JOBNUMBER'200401.1 • ' DATE 8/28/20 I.-OM.01 OW OT .I F OS OS JOB NAME Fed Ex Arcadia :. DSA FILEjNOSHPD INC.#'N/A ADDRESS Lower ower Azuza_ - .DSA APPL.#/OSHPD/PERMIT;# :Comm-20-057`+ GENERAL CONTRACTOR MHS - - - - JURISDICTION City of Arcadia/CBC - -" ARCHITECT MHS a7 ENGINEER MHS_ SUBCONTRACTOR(if any) Hy—telt' REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each joint must the specifically identified for SSW/HS bolt inspection.Non-compliant work must be specifically'identified.Communication(RFI,Sketch,etc.)voiding previous non-compliant items must be listed, record conversations and communications with project designers,building and permit granting authority officials. HOURS . REGULAR. . 1.5X 2X .. TIME IN TIME OUT MEALFERIOD*(11ME) • 8 2 5:00arn 3:30pm ; . .5' El Mileage Expenses • Shop . . Il Field ' III Welding • 0 Sampling ❑ Fireproofing ❑ NDT ❑ Bolting • ❑.Other • DESCRIPTION OF WORK INSPECTED Inspected drilled in anchors&welding for new.conveyor system addition at the Fed-Ex project in Arcadia Ca. 1 Verified & reviewed welding procedure &welding details. 2- Verified welding process&electrodes. SMAW.E7018. Verified welding oven in use. 3.Verified qualified welder:Angel Sepulveda.AWS D1.1 qualified.Active within 6 months. • 4. Inspected joint preparation,fit up &welding of structural HSS steel for new:conveyor belt systems. HSS3X3X1/4", HSS4X4X1/4", HSS6X3X1/4", HSS12X3X1/4". Butt,Tee;-Corner&flare bevel joints, Metal -- . Grating. Grid lines: B@7-10. 1st&2nd levels. Reference detail:202A. 5. Inspected installation of Hilti KB-TZ 1/2"&3/4"diameteranchor bolts.Verified drilling &cleaning of holes. Verified depth of embedment-Verified 40ft lbs of torque per ESR-1917. Grid lines B@7-15 • Welding per AWS D1.1 WELDER CERTIFICATION/EXPIRATION DATE WELDER CERTIFICATION/EXPIRATION DATE Angel Sepulveda AWS:D1 Qualified/Active . .• • Electrode Used: E70.18 CERTIFICATION OF COMPLIANCE • • - All inspections based on minimum of 4 hours and over 4 hours- The WORK Was inspected in accordance with the 8 hours minimum.If inspector is called to a project and no work is was/was not • performed,a 2-hour minimum charge will be applied. requirements of the City approved documents. - - (DSA,OSHPD,City,etc. - The WORK INSPECTED Met' aianoimeet the requirements of the Approved/Authorized by . On-Site Representative City approved documents. (DSA,OSHPD,City,etc. N/A MATERIAL SAMPLING' performed in accordance Submitted by Twining Consulting,Inc. was/was not/N/A with City , approved documents. . (DSA,OSHPD,City.etc. Inspector Name Roger Miller • Inspector Signature �'11`01 0 Additional Page(page#)SS . Inspector ID/Lic.# #P007959 This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes and project documents. 1% " TWINING • CONSULTINGIrvine Corporate Office:949.336.4325 Long Beach I San Bernardino I San Diego I Ventura I www.twiningconsulting.com • STRUCTURAL STEEL Testing.& Inspection Report INSPECTOR CODE Roger Miller JOBNUMBER 200401.1 DATE 9/15/20 . OM OO T Ow OT OF Os Os JOB NAME Fed Ex Arcadia DSA FILE#/OSHPDINC.# N/A _ - ADDRESS 12369 Lower Azuza DSA APPL.#/OSHPD/PERMIT# Comm-20-057 6 GENERAL CONTRACTOR MHs- JURISDICTION City.of Arcadia/CBC . ARCHITECT MHS. ENGINEER MHS SUBCONTRACTOR(if any) Hy-tek - - REQUIREMENTS:Limit one job number,one permit number per sheet.Identify all work by type and SPECIFIC location.Each joint must the specifically identified for SSW/HS bolt inspection.Non-compliant work must be specifically identified.Communication(RFI,Sketch,etc.)voiding previous non-compliant items must be a listed, record conversations and communications with project designers,building and permit granting authority officials. • • • HOURS REGULAR 1.5X 2X TIME IN TIME OUT . MEALPERIOD'(11ME) • 8 2 5:00am 3:30pm . .5 • • ❑ Mileage ❑ Expenses ❑ Shop It Field EE Welding ❑ Sampling El Fireproofing ❑ NDT ❑ Bolting __ - ❑ Other DESCRIPTION OF WORK INSPECTED Inspected drilled in anchors&welding for new conveyor system addition at the Fed-Ex project in Arcadia Ca. 1. Verified & reviewed welding procedure &welding details. 2. Verified welding process&electrodes. SMAW E7018. Verified welding oven in use. 3. Verified qualified welder.Angel Sepulveda.AWS D1.1 qualified.Active within 6 months. 4. Inspected joint preparation, fit up&welding of structural HSS steel for new conveyor belt systems. HSS3X3X1/4", HSS4X4X1/4", HSS6X3X1/4", HSS12X3X1/4". Butt,Tee, Corner&flare bevel joints, Metal Grating. Grid lines: B@7-10. 1st&2nd levels. Reference detail: 202A. 5. Inspected installation of Hilti KB-TZ 1/2"&3/4"diameter anchor bolts. Verified drilling &cleaning of holes. Verified depth of embedment. Verified 40ft lbs of torque per ESR-1917. Grid lines B@8-12. Welding-per AWS D1.1 WELDER CERTIFICATION/EXPIRATION DATE WELDER CERTIFICATION/EXPIRATION DATE Angel.Sepulvada AWS D1.1 Qualified/Active Electrode Used: E7018 . CERTIFICATION OF COMPLIANCE All inspections based on minimum of 4 hours and over 4 hours— The WORK Was inspected in accordance with the 8 hours minimum.If inspector is called to a project and no work is was was not requirements of the City approved documents. performed,a 2-hour minimum charge will be applied. (DSA,OSHPD,City,etc. The WORK INSPECTED Met did not meet the requirements of the Approved/Authorized by On-Site Representative • City approved documents. (DSA,OSHPD,City,etc. MATERIAL SAMPLING N/A performed in accordance Submitted by Twining Consulting,Inc. was/was not/N/A with City approved documents. IDSA,OSHPD,City.etc. Inspector Name Roger Miller T� Inspector Signature /� `� ❑Additional Page(page#)SS Inspector ID/Lic.# #P007959 This report will be distributed to the architect,engineer,client,and governing jurisdiction(e.g.DSA)as required by applicable codes and project documents. M LJ C Q R' 6226 W.74TH STREET https:Uwww.nuc ortubular.00m CHICAGO.IL 60638 https://www.ntppartal.com TUBULAR PRODUCTS Tet 706.496-0380 CartlfiCate Number.MAR 322527 Fax:708-583-1950 Sold By: Purchase Order No:P25818 NUCOR TUBULAR PRODUCTS INC. Sales Order No:MAR 389982-3 MARSEILLES DIVISION BHI of Lading No:MAR 231723-3 Shipped:4/30/2020 1201 E.BROADWAY Invoice No: Invoiced: MARSEILLES,IL 61341 Tel:815 795-4400 Fax:815 795-4449 Sold To: Ship To: 265-BLACK DIAMOND PIPE&TUBE,INC. 1-BLACK DIAMOND PIPE&TUBE,INC. 521 N.FIRST STREET 29900 SOUTH GOVERNORS HWY PEOTONE,IL 60468 WAREHOUSE PEOTONE,IL 60468 CERTIFICATE of ANALYSIS and TESTS Certificate No:MAR 322527 Customer Part No: • Test Date:4/2912020 TUBING A500 GRADE B(C) Total Pieces Total Weight Lbs 10'SG X 5/16'X36' 14 20,335 •DOMESTIC STEEL MSM' Bundle Tag Mill Heat Specs Y/T Ratio Pieces Weight Lbs 885347 5N 1198207 YL156110/TEN=72510/EL0=34.6 0.7738 X4 5,810 885348 5N 1198207 YLD=56110/TEN72510/ELG=34.6 0.7738 >:4 5,810 885349 5N 1198207 YLD=56110ITEN 72510/ELG=34.6 0.7738 x4 5,810 885350 5N 1198207 YLD=561101TEN=725101ELG=34.8 0.7738 2 2,905 • Mill#:5N Heat#:1198207 Carbon Eq: 0.3553 Heat Src Origin:MELTED AND MANUFACTURED IN THE USA C Mn P S SI Al Cu Cr . Mo V ` Ni Nb Cb 0.2100 0.7700 0.0100 0.0014 0.0300 0.0300 •, 0.0800 0.0400'0.0100" 0.00301 0.0300 0.0000 1 0.0000 Sn N B 11 Sb Ca 0.0050 0.0080 0.0000 0.0020 0.0000 0.0020' LEED Information(based on the most recent LEED information from the producing mill) Method _ Location Recycled Content - Post Consumer Post Industrial EAF Hickman,AR 58.646, 37.896, 21.0°x6 Certification: I certify that the above results are a true and correct copy of records prepared and maintained by NUCOR TUBULAR PRODUCTS INC.Sworn this day,4/29/2020. WE PROUDLY MANUFACTURE ALL OUR PRODUCTS IN THE USA NUCOR TUBULAR PRODUCTS ARE MANUFACTURED,TESTED AND INSPECTED IN ACCORDANCE WITH ASTM STANDARDS. 01,06. avn MATERIAL IDENTIFIED AS A500 GRADE B(C)MEETS BOTH ASTM A500 GRADE B AND A500 GRADE C SPECIFICATIONS. CURRENT STANDARDS: Chris Allen,ASO CMQIOE A252-19 Quality Systema Supervisor A500/A500M-18 A513/A513M-19 ASTM A53/A53M-18I ASME SA-53/SA-53M-18 A8471A847M-14 A10851A1085M-15 IN COMPLIANCE WITH EN 10204 SECTION 4.1 INSPECTION CERTIFICATE TYPE 3.1 • Page-1 Atlas Tube Corp.Chicago 000 A AtlTube Customer: fL: 80942718 a 0 1855 East 122nd Street Date: 03J49I2020 Customer: 1953 Chicago Illinois USA 60633 0 00 A DIVISION OFZEKELMAN INDUSTRIES Tel: 773-646-4500 • Fax: 773646-8128. MATERIAL TEST REPORT Sold To Shinned To Black Diamond Pipe 8 Tube Inc Black Diamond Pipe&Tube,Inc.. 521 N.First Street 29900 South Governors Hwy PEOTONE IL 60468-8975 PEOTONE IL 60468 USA USA • Material: 8.0x8.0x375x48'0"0(2X2). Material No: 800803754800 Made in: USA • Melted in: USA Sales Order. 1497812 Purchase Order: P25859 Neat No C Mn P S Si Ai Cu Cb Mo NI Cr V Ti B N Ca W87427 0.200 0.750 0.008 0.008 0.011 0.047 0.010 0.005 0.004 0.010 0.030 0.001 0.001 0.0001 0.0080 0.0000 Bundle No PCs Yield Tensile EIn.2in Certification CE:0.34 M901119309 4 057492 Psi 072230 Pal 34% ASTM A500-18 GRADE BBC MILL Mitt Location Method Recycled Content post Consumer Pre-Consumer leost industriell 1/4 Harvested Within Miles of Location 111187427 USSTEEL GARY.IN BOF 38.90% 19.80% 14.40% 100% 500 Material Note: • Sales Or.Note: - Material: 10.0x10.0x313x40'0"0(2x2). Material No: 1001003134000 Made In: USA Melted in: USA Sales Order: 1502741 Purchase Order: P25854 Heat No C Mn P S SI Al Cu Cb Mo Ni - Cr V Ti B N Ca 1E85509 0.190 0.770 0.013 0.009 0.012 0.054 0.020 0.006 0.005 0.010 0.030 0.001 0.001 0.0001 0.0060 0.0000 Bundle No PCs Yield Tensile Eln.2in Certification CE:0.33 M901120950 4 056401 Psi 075310 Psi 32% ASTM A500-18 GRADE BBC He MILL KM irocatiort Method J.cxcIed content post Consumer Pre-Consumer{Post Industrial' %Harvested Within Miles g_f Location E85500 USSTEEL GARY,IN BOF 38.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: Authorized by Quality Assurance: The results reported on this report represent the actual attributes of the material furnished and Indicate full compliance with all applicable specification and contract requirements. CE calculated using the AWS 01.1 method. r Steel Tube ++ Metals Service Center Institute �� Institute I OF NORTH AMERICA Page:4 of 5 Atlas Tube Corp.Chicago h Ear: FF ° Atlas Tube 60633 0i 33 Illinois USA O D p A DIVISION OF ZEKELMAN INDUSTRIES 60633 Tel: 773-646-4500 Fax: 773-646-6128 MATERIAL TEST REPORT Shinned To Sold To Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube, Inc. • 521 N.First Street 29900 South Governors Hwy PEOTONE IL 60468-8975 PEOTONE IL 60468 • USA USA __----- -•-- ---_.. Material: 10.0x10.0x313x56'0"0(2)(2). Material No: 100100313 Made in: USA Melted in: USA Sales Order: 1497485 Purchase Order: Bob 2-28-2020 Heat No C Mn P S SI AI Cu Cb Mo NI Cr V Ti B N Ca W03424 0.190 0.760 0.009 0.007 0.011 0.056 0.020 0.004 0.006 0.010 0.040 0.001 0.001 0.0001 0.0040 0.0000 ;ilii Bundle No PCs Yield Tensile Eln.2in Certification CE:0.33 15901133151 4 056266 Psi 072815 Psi 35% ASTM 4500.18 GRADE B&C Heat MILI, PM Location Method Recycled Content Post Consumer Pre-Consumer Post Industrial) %Harvested Within Mlles pslocation W03424 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: --- -- Material: 12.0x12.0x313x40'0"0(2x2). Material No; 1201203134000 Made in: USA Melted in: USA Sales Order. 1511644 Purchase Order: P25975 Heat No C Mn P S Si Al Cu Cb Mo Ni Cr V Ti B N Ca M87477 0.180 0.480 0.011 0.012 0.010 0.047 0.030 0.004 0.004 0.010 0.030 0.001 0.001 0.0001 0.0050 0.0000 Bundle No PCs Yield, Tensile Eln.21n Certification CE:0.27 15901118499 4 063959 Psi 070477 Psi 29% ASTM A600-18 GRADE B&C Heat MILL Mill Location Method Recycled Content Post Consumer Pre-Consumer;Post industrlail %Harvested Within Miles of Location 1587477 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: - - - • Authorized by Quality Assurance: !lf.,,,,._ r1 The results reported on this report represent the actual attributes of the material furnished and Indicate full compliance with all applicable specification and contract requirements. CE calculated using the AWS D1.1 method. V' Steel Tube +++ Metals Service Center Institute Institute h Nee OF NORTH AMERICA Page: 1 0! 3 Atlas Tube Corp.Chicago gog Car,Atlas Tube Date: . °211853 Chicago Illinois USA 60633 0 00 A DIVISION OF ZEKELMAN INDUSTRIES Tel: 773-646-4500 Fax: 773-846-6128 Sold To MATERIAL TEST REPORT Shinned To Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube,Ipc. 521 N.First Street 29900 South Governors Hwy PEOTONE IL 60468-8975 PEOTONE IL 80468 USA USA ' Material: 7.0x7.0x313x56'0"0(2x2). Material No: 70070313 Made In: USA Melted in: USA Sales Order: 1477477 Purchase Order: P22222 • . Heat No C Mn P S SI Al Cu Cb Mo NI -Cr V Ti B N Ca D00024 0.200 0.790 0.012 0.010 -0.025 0.046 0.030 0.001 0.005 0.010 0.040 0.001 0.001 0.0000 0.0000 0.0010 Bundle No QCs Yield - Tensile EIn.2in Certification CE:0.35 M800924981 4 061268 Psi 076793 Psi 32% ASTM A500-18 GRADE B&C Material Note: Sales Or.Note: - --._-- - - Material: 10.0x10.0x313x56'0"0(2x2). Material No: 100100313 Made in: USA Melted in: USA Sales Order: 1477477 Purchase Order: P22222 Heat No C Mn P S Si M Cu Cb Mo NI Cr V TI B N Ca 1187501 0.190 0.780 0.008 0.008 0.010 0.048 0.040 0.004 0.008 0.020 0.040 0.001 0.001 0.0001 0.0040 0.0000 Bundle No PCs Yield Tensile Eln.21n Certification CE:0.34 M901112701 4 055122 Psi 073596 Psi 30% ASTM A600-18 GRADE B&C Hot WA VIII LEgit2n Method Recycled Content Post Consumer Pre-Consurnet1Post Industrials 76 Harvested Within Miles of Location M87501 USSTEEL GARY.IN BOF 36.90% 19.60% 14.40% 100% 500 Material Note: Sales Or.Note: • . Authorized by Quality Assurance: (a.•rf The results reported on this report represent the actual attributes of the material furnished and indicate full compliance with ail applicable specification and contract requirements. CE calculated using the AWS 01.1 method. Sa Steel TiMetals e Center institrte • Institute OF NORTH AMERICA Page:1 of 4 Atlas Tube Corp.Chicago 0 0 0 ��'�� Tube REF.BIL: 80®19112. 1855 East 122nd Street Date: 11/18/2019 Chicago Illinois USA Customer. 1853 60633 0 0 0 A DIVISION OF ZEKELMAN INDUSTRIES Tel: 773-646-4500 • Fax: 773.646-6128 MATERIAL TEST REPORT Shipped To Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube,Inc. 521 N.First Street 29900 South Governors Hw ^ UEOTONE IL 60468-8975 PEOTONEA IL 604th • Material: 3.0x3.Ox188x40'0"0(6x4). Material No: 300301884000 Made in: USA Melted In: USA Sales Order. 1456674 Purchase Order: P22108 As:titeat No q Mn P S Si AI Cu Cb Mo Ni Cr V Ti B N Ca 8968 0.170 0.660 0.009 • 0.005 0.040 0.034 0.140 0.002 0.020 0.050 0.080 0.002 0.002 0.0003 0.0050 0.0017- Bundle No PCs Yield Tensile Efn.2in Certification CE 0.32 M800901941 24 054585 Psi 073331 Psi 28% ASTM A500-16 GRADE B&C ` Hea MILL =Location Method Recycled Content post Consumer Pre-Consumer(Post industrial) V28968 BETA PORTAGE.IN •EAF 85.00% - 50:00% 40.00% Material Note: Sales Or.Note: Material: 8.0x6.0x500x40'0"0(2x2). Material No: 800605004000 . Made In: USA Melted In: USA Sales Order: 1454662 Purchase Order: P22090 Heat No C Mn P 9 SI Al Cu Cb Mo NI Cr V Ti B N Ca M84832 0.200 0.780 0.013 •0.012 0.017 0.036 0.040 0.004 0.006 0.010 0.040 0.001 0.001 0.0001 0.0040 0.0000 Bundle No PCs Yield Tensile EIn.2in Certification CE:0.35 M800900827 4 064780 Psi 076999 Psi 34% ASTM A500-19 GRADE B&C - Heat MILL Imi Location Method Recycled Content post Consumer pre-Consumer oat Industrial! 6184632 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% Material Note: Sates Or.Note: Authorized by Quality Assurance: 40.64.r/ The results reported on this report represent the actual attributes of the material furnished and indicate full compliance with all applicable specification arid contract requirements. CE calculated using the AWS D1.1 method. prt Steel Tube4-++ Metals Service Center Institute Institute lilNk OF NORTH AMERICA n......•..s .r • Atlas Tube Corp.Chicago EL. Atlas Tube 1953 Chicago Illinois USA • 8063 0 D D A DIVISION OF ZEKELMAN INDUSTRIES Tel: 773.64&4500 Fax: 773-646-6128 MATERIAL TEST REPORT Shipped To Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube,Inc. 521 N.First Street - 29900 South Governors Hwy PEOT� ONE IL 80488-8975 PEOUSTONE IL 60468 Material: 6.0x8.0x250x36'0"0(3x2). Material No: 80080250 Made In: USA Melted in: USA = Sales Order: 1497485 Purchase•Order. Bob 2-28-2020 �Heat No C Mn P S SI Al Cu Cb Mo NI Cr V Ti B N CO T01431 0.200 0.760 0.007 0.006 0.010 0.048 0.010 0.004 0.007 0.010 0.030 0.001 0.001 0.0001 0.0040 0.0000 . &DARNo PCs Yield Tensile 'tin Certificatio CE:0.34 M901129242 6 051262 Pal 070957 Pel 3514 ASTM A500-18 GRADE BSC lint MILL f Location Method Receded Content Post Consumer Pre.Consumer(Post Jndustrlall yL Harvested Within Mlles f Location T01431 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 500 ,Material Note: Sales Or.Note: Material: 8.0x8.0x250x52'0"0(3x2). Material No: 80080250 Made in: USA Melted in: USA Sales Order. 1497485 Purchase Order: Bob 2-28-2020 _ Heat No C Mn P S Si Ai Cu Cb Mo NI Cr V TI B N Ca T01431 .0.200 0.760 0.007 0.006 0.010 0.046 0.010 0.004 0.007 0.010 0.030 0.001 0.001 0.0001 0.0040 0:0000 Bundle' Imo �C , Yield Tepsile Eh_an Certification CE:0.34 MI101129239 a 051262 Pal 070957 Pal 35% ASTM•A500-18.GRADE B&C Eta it lacaBonMet od Recycled Content Post Consumer Pre-Consumer p...M Induetrieq yy, thin Mina 2 imam T01431 USSTEEL GARY,IN BOF 36.90% 19.90% 14.40% 100% 600 Material Note: Sales Or.Note: • Authorized by Quality Assurance: 0.s.-Q •e/ The results reported on this report represent the actual attributes of the material furnished and Indicate full compliance with all applicable specification end contract requirements. CE calculated using the.AWS 011.1 method. . Iiire Steel Tube +++ Metals Service Center Institute T.!hIFSAi -W _ - - 0 A B Atlas Tube Corp.Chicago Q 1 13 O REF.BiL: 80922032 1855 East 122nd Street Q D Atlas Tube Customer. 1953 Chicago Illinois USA 60633 �]D O A D!VISION OFZEKELMAN INDUSTRIES Tel: 773-646=4500 Fax 773-646-6128 MATERIAL TEST REPORT Shipped To Black Diamond Pipe&Tube Inc •Black Diamond Pipe&Tube.Inc. 521 N.First Street 29900 South Governors Hwy PEOTONE IL 60468-8975 PEOTONE IL 60468 USA. Material: •8.0x8.0x313x65'0"0(2x2)DUS Material No: 80080313 Made In: USA Melted in: USA 'Sales Order: 1441065 Purchase Order: P22015 Heat No C Mn P S Si Al Cu Cb Mo NI Cr V Ti _B N _ Ca _— 82152 0.180 0.820 0.015 0.009 0.018 0.049 0.040 0.003 0.007 0.010 0.040 0.001 0.001 0.0000 0.0080 0.0000 Bundle No f Yield Tensile Eln.2in Certification, CE:0.33 61901088083 4 061761 Psi 076241 Psi 32% ASTM A500-18 GRADE BSC Material Note: Sales Or:Note: - Material: 8.0x8.0x313x40'0"0(3x2). . Material No: 600803134000 Made in: USA Molted in: USA Sales Order: 1466680 Purchase Order: P22128 Heat No C Mn P S SI Al Cu Cb Mo NI Cr V T1 B N_ Ca , W86546 0.180 0.850 0.008 0.006 0.012 0.042 0.030 '0.004 0.002 0.010 0.040 0.001 0.001 0.0000 01005b 0.0000. 13undle No PCs Yield Tensile Ein.21n. Certification CE:0.33 M901099776 8 062665 Psi 078988 Psi 31% ASTM A500-18 GRADE B&C Material Note: Sales Or.Note: Authorized by Quality Assurance: 0.,o..- The results reported-on this report represent the actual attributes of the material furnished and IndIcato.full compliance with all applicable specification'and contract requirements. CE calculated using the AWS D1.1 method. . 'Ala Steel Tube 400Metals Service Center Institete \•/ ORNORTH AMBftiCA .- _ Atlas Tube Corp.Chicago O O O REf.BIL: 3FPo Atlias Tube Date: Customer: Chicago Illinois USA 60633 0 131:1 A DIVISION OF ZEKELMAN INDUSTRIES Tel: 773.646.4500 Fax 773-646-6128 MATERIAL TEST REPORT Shipped To Sold112 Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube,Ilrc. 521 N.First Street 29900 South Governors Hwy PEOTONE IL 60468-8975 PEOTONE IL 60488 USA Material: 10.Ox10.0x313x560"0(2x2). Material No: 100100313 Made in: USA Melted In: USA Sales Order: 1477477 Purchase Order. P22222 1\10Heat No C Mn P S SI Al Cu Cb No NI Cr V Ti B N Ca 87501 0.190 0.780 0.008 0.008 0.010 0.048 0.040 0.004 0.008 0.020 0.040 0.001 0.001 0.0001 0.0040 0.0000 Bundle No PCs Yield Tensile Eln.2in Certification CE:0.34 M901112700 4 055122 Pal 073596 Psi 30% ASTM A500-18 GRADE B&C Heat MILL MITI Location Method Recycled Content Post Consumer Pm-Consumer(Post Industriail S Harvested Within Miles of Location M87501 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: - --__-- Material: 8.0x8.0x500x60.0"0(2x1). Material No: 800805006000 Made in: USA Melted in: USA Sales Order: 1477477 Purchase Order: P22222 Heat No C Mn P S SI Al Cu Cb .Mo Ni Cr V TI B N Ca W87120 0.210 0.760 0.009 0.006 0.017 0.043 0.020 0.005 0.006 0.010 0.040 0.001 0.001 0.0001 0.0050 0.0000 Bundle No PCs Yield Tensile EIn.2in Certification CE:0.35 M901112230 2 061716 Psi 075866 Psi 36% ASTM A500-18 GRADE 8&C Heat MILL Mill Location Method Recycled Content Post Consumer Pre-Consumer Egg Industrialt %Harvested Within Miles,of Location W87120 USSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: Authorized by Quality Assurance: 0.....-12......1.1 The results reported on this report represent the actual attributes of the material furnished and indicate full compliance with all applicable specification and contract requirements. CE calculated using the AWS D1.1 method. /'''\ Steel Tube C$!Metals Service Center Institute . lnsuituteI OP NORTH ARICA Page:2 of 4 Atlas Tube Corp. Chicago 000 Tube Er; 88493620 0 Atlas Tube 30I2020 Chicago Illinois USA 60633 CIO O A DIVISION OF ZEKELMAN INDUSTRIES Tel: 773-646-4500 Fax: 773-646-6128 Bold To MATERIAL TEST REPORT Shipped To Black Diamond Pipe&Tube Inc Black Diamond Pipe&Tube, Inc. 521 N. First Street 29900 South Goveors Hwy PEOTONEEOIL 60468-8975 USA IL 60468 • Material: 10.0x10.0x313x56'0"0(2x2). Material No: 100100313 Made in: USA Melted In: USA Sales Order: 1497485 Purchase Order: Bob 2-28-2020 )(a.N03424 Heat No C Mn P S Si Al Cu • Cb Mo NI Cr V Ti B N Ca 0.190 0.760 0.009 0.007 0.011 0.056 0.020 0.004 0.005 0.010 0.040 0.001 0.001 0.0001 0.0040 0.0000 Bundle,No PCs Yield Tensile Eln.21n Certification CE:0.33 11901133151 4 058286 Psi 072815 Psi 35% ASTM A500.16 GRADE B&C Heat MILL MO.Location Method Recycled Content Post Consumer fre-Consumer IPost Industrial! %Har psted Within Miles of Location W03424 USSTEEL GARY,IN BOF 36.90% • 19.80% 14.40% 1007E 500 Material Note: Sales Or.Note:--- Material: 12.0x12.0x313x40'0"0(2x2). Material No: 1201203134000 Made in: USA _ Melted in: USA Sales Order: 1511644 . Purchase Order: P25975 Heat No C Mn P S Si AI Cu Cb Mo Ni Cr V TI B N Ca M87477 0.180 0.480 0.011 0.012 0.010 0.047 0.030 0.004 0.004 0.010 0.030 0.001 0.001 0.0001' 0.0050 0.0000 Bundle rg PCs Yield Tensile EIn.2in Certification CE:0.27 11901148499 4 063969 Psi 079477 Psi 29% ASTIR A500-18 GRADE B&C Heat MILL MB Location Method Recycled Content Post Consumer Pre-Consumer(Post Industrial) %Harvested Within Miles of Location 1187477 USSTEEL GARY.IN BOF 36.90% 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: Authorized by Quality Assurance: The results reported on this report represent the actual attributes of the material furnished and Indicate full compliance with all applicable specification and contract requirements. CE calculated using the AWS 01.1 method. PA1 Steel Tube • -401 Metals Service Center Institute Air. oInstitu - Page: 1 of 3 Atlas Tube Corp.Chicago O O O BERM.: 80E133212 1855 East 122nd Street a o Atlas Tube r ° °2° Chicago Illinois USA 80633 O O O A DIVISION OF ZEKELMAN INDUSTRIES • Tel: 773-848-4500 Fax: 773-846-6128 n MATERIAL TEST REPORT Shipped To Black Diamond Plpe&Tube Inc Black Diamond Pipe 8 Tube.Inc.• 521 N.First Street 28900 South Governors Hwy„ PEOTONE IL 80488-8975 PEEOOTONE IL 60488 . e Material: 10.0x10.0x313x36'01/(2x2). Material No: 100100313 Made in: USA Melted In: USA Sales Order: 1477477 Purchase Order: P22222 .. �Hest No C Mn P S SI Al Cu Cb Mo NI Cr V TI B N Ca A87501 0.190 0.780 0.008 0.008 0.010 0.048 0.040 0.004 0.008 0.020 0.040. 0.001 0.001 0.0001 0.0040 0.0000 Bundle No PCs Yield Tensile Eln.21n Certification CE:0.34 M901112703 4 055122 Psi 073596 Pal 30% ASTM[A500-18 GRADE B&C BBit MILL, IMll Location Method Recycled Content Post Conaumer Pie-Consumer) os industrial) M Harvested Within Elm of tasejtrm M87501 USSTTEL GARY,IN BOF 36.90%. 19.80% 14.40% 100% 500 Material Note: Sales Or.Note: Material: 10.Ox10.0x313x38'0"0(2x2). Material No: 100100313 Made In: USA Melted in: USA Sales Order: 1477477 Purchase Order: P22222 Heat No C Mn P S SI Al Cu Cb Mo NI Cr V TI B N Ca M87501 0.190 0.780 0.008 0.008 0.010 0.048 0.040 0.004 0.008 0.020 0.040 0.001 0.001 0.0001 0.0040 0.0000 ateiNo Egg MIA c1 I Tensile EIn.2ln Certification CE:0.34 M901112702 4 055122 Psi 073586 Poi 30% ASTN!A500-18 GRADE BSC Mal MSI 1 Location Mang Recyhed Content post Consumer Pm-Consta ar Rest hlduat iall %B9E5Eldd min min sg imago M87501 tISSTEEL GARY,IN BOF 36.90% 19.80% 14.40% 100% 600 Material Note: Sales Or.Note: Authorized by Quality Assurance: The results reported on this report represent the actual attributes of the material furnished and Indicate full compliance with all applicable specification and contract requirements. . • CE calculated using the AWS 01.1 method. /`1 Steel Tube ♦++ Ketals Service Center Institute th•• lnstiUIte yr 1voRTa - • • Invoice No. C=11 NUCOR YAMATO STEEL CO. CERTIFIED MILL TEST -._ P.O.BOX 1223:OLYTHEYILLE.AR72316 100%Melted and Manufactured in U.S.A Bill of Lading X727 All Shapes produced by Nucor.Yamato Steel are cast and rolled to a fully Customer No. killed and fine grain practice • Z to CUStomer P.O EV107976 Date 2015-12.09 ce co I 11 ' c SUGAR STEEL $ SUGAR STEEL ASTM 4992/A992M-11 A572/a372M G950.15 id I PO BOX 429 1 SUITE 9400 ASTM 4703/A709M-15 01150(345) ° MONEE IL 60411 r S401 HWY 41 N ASTM 4709/A70951.15-15 01(505(3455) CSA G40.21-13 SGWM(345WM) Z0 1 USA t EVANSVILLE IN 47711 ASPM A6IA6S1.14 Z o o USA r- O r0 - - - - - Mechankal Properties Chemical Properties Chirpy impact _ Yield to YRea9ar� su EWNG - co co Berea Bern Oesuiption OR Beata Temp Impact Energy toe Tensile F ft- , C Mn P 5 51 Cu NI Cr Mo V Cb Cl Sn Pan Cl MI ICSI 14 'Rada MPS 1 MPA, Y °C 1 - W16X026.0 57 73 2S 1 45 h 0 In 3 5165[$ 0'79 57 72 .08 1.01 -013 .023 14 16 .13- .09 .05 .02 .001 .31 .01 .17 o Vi410)38.8 0.79 355 502 Z (13.72 ml 393 499 v co W18X035.0 60 76 21 .; 45 R Ola 0.79 60 76 21 f� C 'Jr) W4L-0X52 0.79 412 521 (13.72 m1 414 521 _�_ W113=40.0 54 70 24 ` 40 ft0in 0.77 54 70 25 3 �,4 5 517363 0.7F 372 46b .00, 1.10 .016 MS 34 2.6 .10 .15 .03 .04 .001 .32 _01 .16 (12.19 m1 369 402 _ , CO ELONGATION BASED ON 6.00 INCH GAUGE LENGTHCARBON EQUIVALENT CE.C,r.1nIG+(Cr+e.1O.VJ/5+(Ni+Cuu15 • _ Porn=C+51/30+Mn/20+Cu/20+NU60+Crj20+Ma/154V/10*59(6=Approx.0005) Mercury has not been used(n the direct manufacturing 01 this material OM Corrosion Index=26.01(94Cu)t383(9:ti)sL2t%Cr}sL451%`7+17.28(%P).718(96Cii} This material was produced in accordance wfih the Nucer-Yarnato Steel Ctualiry Manual. EL CO f%Nij-9.101%NI){%P1.33.39(%Cu1"2 MISO 9701:2025 certified(Regvstranon a 09a5-07). • ill 2 2 Meets mechanical Illi independence requirements of EN10201 type 3.1. . O0 The Chirpy machine striber geometry used by Nucer•YSrnAW Steel is the 8mm(0.3157striker(KV3)per ASTM A370 Section 22.1-2 and 150148-1 Section 73. In 00 . 7 N I haelty certify[tilt the contents Of this report are accurate and -- - - '.:1� T 'r ;Ar U 0reState orar'xamas r» cermet.All test results and operations performed by this material s m anulacuuetwe in compliance with the requirements of the County of mit.'s •d° ssippl ,r-V' material spec fica0cins and when designated by the purchaser,meet S• worn to and sehserihed bolore me NOTARY the applicable spCcilltatlons. ^ , + PUBLIC odd Metallurgist 1(l.cw� .a, ef on 2019.12409__ R114,t749• e94 t�¢T Mycomrnlssiancupireson07J37I2023 �4 .-ASS' U Z Cl) Z 0 E o • (C _i Z 0 • to o EO -I co) ill � W = I-- O rn 4)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:01/20/2020 tong Products Group Ship to: Customer# 000004 Bill to: Produced:01/19 f 2020 .n 2601 S.County Revd 700 East Sugar Steel-Evansville Sugar Steel E 0 Cctumbia City,Indiana 46725 5401 HWY 41 Cd Street Z V (260)625.8100 (200)62S-8550 FAX Suite 9400 ChIc goStHeights: I Clttcago I! 60411 US M Quality Steel 100%EAF Melted and Manufactured in the USAEvansville IN,47711 US Attn: Receiving rb Recycled content PCA 75.0%,Pl.22.0'/, Atte: Receiving or Thames r = CO !SO 8001:2015 and ABS Certified CMATR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL I/0000579986-29640.00lbs oo Standards Grades' i. O Product Wide Flange Beam ASTM A6/A6M-19 a) °' ,ASTM A9921A992M-11 Asst rA9921d Bundle!ASN# Length pcs Cust PO Job/Reference to ,_ Size W12X19 061178012 45'0" 8 EV-108195 '4. W310X28.3 ASTMA572/A572M-18 A572 gr50/gr345 061178032 50'0" 8 EV-108195 N Heat Number 8173466 ASTM A7091A709Prt-17e1 A709 gr59/gr345 061178034 50'0" 8 EV-108195 CondltlOn(s) As-Rotted AASHTO M270M/t.1270-15 M270 gr345/gr50 061178026 50'0" 8 EV-108195 Fine Grained CSA G40.21-13 50W1'.'11345WM Ftdly Killed ASTMA3S/A36M-14 A35.//136M Noo Weld Repair -SDI-marl meets the requirements cfASTh1A992,A572.-50,A704So.A529-50. ZA36andA709.35:AASI4TO M270-50 and M270-35:GSA 300';.345W end 350W - d I, 00 CHEMICAL ANALYSIS (weight percent) 'o I` M C Mn P S Si Cu Ni Cr Mo Sn V NbICb Al N B *C1 *C2 *C3 *PC *I Analysis Type � � .05 .93 .009 _013 .24 .41 .10 .10 .03 .011 .032 .001 .003 .0108 .0004 .28 .321 .24 .15 5.77 Heat MECHANICAL TESTING ,CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft-lbf IJ m Strength Strength fy 1 fu %Elong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi I MPa ksi!MPa ratio (8"gags 1 O 0- 1 59/405 75/515 .79 28 2 a. o 2 59/405 75/515 .79 30 3 m co 3 • 4 EIt 2 IP! 4 5 N • 6 Z CV 7 U rn Notes: •CacLlaaod crer.islry Va5e*.Cannan EgafralerKs(Ct.CZ C3.PC),Can,ioe 6bcex R(AST4 Gtet}n 26A1p.4.3.9e(na)•1.wi0l•5.;6lS5.17.'L^-(Ph72^@;CLyr)-9.16(Kt)(P}-33.9J(L11) Pcm(Ayes)sC.SV3a•14r:'cl1•CuRO•reirik-CVie•men5•,sto•SII CET{GY,}=c.vnS.iCr•uo.yb5•(t1i.Cuy15 cel(Av,"$)=C•(M1ht•SIys's•1Crt Lls.011,54(Ta.Cu115 CET(CET)=C.(MMne)•(5124)•(Ca(5).(::140)•15Gwt4)+(V)14) I hereby wait/that the material described herein has been made to the applicable ABS CERTIFICATION specification by the electric arc fumacdeontinuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: 1 hereby certify that the content of this report are accurate and correct. All Tests and v State of Indiana, County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the Ca requirements of the material specifications and applicable purchaser designated requirements, this day of • E ?u Signed: Todd Bashford �6cret Signed: My commission expires: r6 J Fars F.*3103a52C54 nova Quality Manager Notary Public Z0 ASTM AG-14.6:Asignature is not required on the test report;however.the document sha:1 clearly identify the organization submitting the report. irt 1±1, hoh•,ithstanding Lire absence of a signature.the organization submitting the report is responsible for the content of the report Page 4 of 4 E2 w y W 7 I- U cn • Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:01 123/2020 ` Long Products Group Shipto: Customer* 000004 Bill to: Produced:01!18 I 2020 Srratursta'd Cal Atiisin .a 2601 S.County Road 709 East Sugar Steel-Evansville Sugar Steel E rn Columbia City,Indiana 46726 5 401 HWY 41 N 2521 Slate Street Zh- (zeal625-8100 (260)625.2950 FAX Suite 9400 Chicago Heights IL,60411 US iie- w r-c Quality Steel 100%EAF Melted and Manufactured in the USAEvansviii EN.47711 us Attn: Receiving 2 m Recycled content:PC=75.0%,PI=22.0% Receiving or Thomas ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS 001110000580595-21120.00 lbs o Standards Grades' Z _ Product Wide Flange Beam ASTM A61A6M-19 ` Bundle/ASN# Length cs Cust PO Job/Reference Size tN12X22 1r ASTM A992/A992M-11 A992/A992M 9 �-- `4- ASTMA572JA572M-18 A572 r50J r345 051177651 600" $ EV-1089Gfi U) '1' V1r310>32.7 ASTM A7(19/A7G9M-1711 }1709 gr5argr345 061177650 617 0` 8 EV-10895G Heat Number B173479 AASHTO M270111/.1270-15 M270 gr3451gr50 Condition(s) As-Rolled Fine Grained CSA G40.21-13 50W1'.71345WM Fu2y Killed ASTO.I A36IASSM-14 A36/A30M No Weld Repair *SDI-MULTI meets the regt::reracrts of ASTI.1A332,A572-50.A703,50.A529.50. Z ASE and A708.36:AASHTO M270-50 and M270-36;CSA 300'14 345W and 350W. B CO CHEMICAL ANALYSIS (weight percent) .o r c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .08 .99 .013 .010 .22 .33 .11 .14 .04 .015 .031 .001 .003 .0110 .0004 .32 .353 .27 .17 5.80 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(lu) Temp Absorbed Energy ft-lbt/J Strength Strength 00 ty i fu %Elong. Test F i C Specimen 1 Specimen 2 Specimen 3 Average Minimum cv Test ksi 1 f.7Pa kel J MPs. ratio {8"gaze} I -- - 4 d 1 56/385 75/515 .75 28 2 d 6 2 57/395 75/515 .76 28 3 a) M 3 4 E 0) 4 5 .2 r 6 In op 0. (N 7 U o) (dotes: •AIcaz:ad Cltar¢s� Values;comm Equivalent/1 CI.C2.C:t,PC.Ccera ru Irtdrx R(.tSTM Gt81 `y ( t ( }s'28.01(ce149.11b(rs)41,:4:Cr141,45ts!.17.2inIP)<7.25(Ca)M}stt(1\t)(a)-33.39(t;wJ rcrn[%+vs)=C.S;r.,o.r.In@a»Gyza•n�w:crrl0.nrr15,vlaa.s0 CEI(an'.eC.r1n5.(G.41o•L'')r5.0.E.4`d1f15 C[2{StS)=G(Mr•SYG4(Cr•I„94V31b•INi•Cu)'15 CO CCE'!=0•(IMO)4.(5:24)•(CrtO}•IN.-1.40)-4(61.3M)•(614) I henrby certify that the material described herein has boon made to the applicable ABS CERTIFICATION specification by the electric arc(u rnacelcontinuous cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct All tests and State of Indiana, County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material sctipecifications and applicable purchaser designated requirements. this day of Z 0 Todd Bashford . or l= Signed: 1 Signed: My commission expires: CO O r9�rnFro;CO.0O2.04ruv6 au ali ty Manager Notary Public '- Cl) ASTM A6-14.6:A signature is not required on the test report:however,the document shall dearly identify the organization submitting the report. £ J Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 ,9. W tn W 7 I- O (/) CERTIFIED MATERIAL TEST REPORT Pane I/1 1.. CUSTOMER SI{1P TO CUSTOMER LOLL TO GRADE SILA l'F,/SIZE DOCUMENT ID: A�192/A572-50 Wide Flange Beam! 12 X 229 1 310 000)412194 p� RDALI SUGAR STEKL CORPORAT10N SUGAR STEEL CORPORATION X 34 1 3 �. itr 2521 STATE ST 2521 STATE S7 z CHICAGO I1E1GIITS.IIr60411-4335 CH[CAGOIII1IGIMIL 604II-4335 LENGTH PCS 1VEIGEIT HEAT/1EATCII . "- ML1;O 1.13 US-ML-MIDLOTHIAN USA USA S0" 20 26.4 0 510-11545/02 ttI c, N co 300 WARD ROADCUSTOtiIL•R MA L"I.KIAL,.'° _ SALES ORDER SPECIFICATION./DATE or REVISION hS1DLOTI I[r1N,17C 76065 5648119/200010 ASTM 4.6.17 USA ASTM A709-17 OASTM A992.11(11115),A572-1) Z CUSTOMER PURCHASE ORDER NUMBER BILL OF 1 ADLNG DATL' CSA G40.2143 345wM N▪ OCH-1119354 1327-0()00357401 02!0512020 t M CII1ou ALC01swas 101 S U) ° 4111 i is ./0 C.T Jo CZ0c �� % 12io 0.09 0.86 0.011 0.026 0.21 0.30 0,10 0.14 0.026 0.005 0,001 0.019 0.003 CUEMICA I.CO'LP0S1T1ON CE0)A6 0 Z 0.29 C) MECIL\N[LAL PROPERTIES Co p�,„ 1 g YS N a ?TVsti t 1[- > r YSSP59/° P I YS bs�io lust 5 car) 55398 69909 362 482 0.790 8.000 56015 70218 386 .&3 0.800 3.000 MECHANICAL PROPERTIES GI E19pt. mm 200.0 25.70 03 200.0 26.10 N I 0_ O(;O`IME`7S 1NOTES 0. !1 O- y O E CoM N- O O) w+ W co N O 0) U Z US Z Tho above figures arc certified chemical;nil physical test recouL's5 contained in the pcnnincnr records ofcompony.We certify!hal these djta arc correct and in compliance with E I= specified requirements,Weld icpnir has not been performed on This tnatceial.This material.including the billets,was melted and rnanul:clued in the USA,CMTR complies with EN co J 10204 3.1. Z w " �r WADE Ll st K:\5 W F • Y,..'Y� ...Z fl1L1�i:..R Y,�L.L`.L\i�ltna :�+--- OJ am.-QUALITYDina CrOP. rtt+Alsn ANSulcAM:ii:Sr;... 3 I— r41,-.°:1.401.11291-1971 Gtm11:0 a.1",.ar.l'atans.tchi:i w gadau.ek ii 1'i,aw:91111-77')-311,1 Bund:l�-:as.l.mpkiaaS_.'5UJau,c:l_n O U) 1 • s Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02!26/2020 Llai,,Praavcts Group. Ship to: Customer# 000004 Bill to: Produced:01 1271202D a) 2601 S.Count/Roar 7DD Enst Sugar Steel-Evansville Ja Columbia City,Indiana 46725 g Sugar toSteeltr E rn (260)625.0103 (260)6254950 FAX 5401uiHWY 41 N 2521 State Street 3 Suite 9400 Chicago Hefgnts IL,60411 US Z F- Quality Steel 100%EAF Melted and Manufactured in the USAEvansviile IN,47711 US ALM: Receiving e co Recycled content:PC=68.0%,Pt=27.0'/. Attn Receiving or Thomas Q 1.50900f:201Sand ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS 1301 ii 0000585758-6240.00 lbs 0 Standards Grades* Z Product Wide Flange Beam ASTM A61A9ld-99 Bundle!ASN# Length ices Gust POI Job/Reference a Size W16X26 n ASTM A992JA092l.(-11 A992 f A9921.1 061983059 40'0' 6 S1/109863 - CW410X38.8 ASTM A572/A572M-18 A572 gr50lgr345 r'n M Heat Number A173794 ASTM A709/.4709M1-17e1 A709 gr541gr345 • AASNTO M270hMP.1270-15 1.1270 gr345/gr50 Conditions) At-Roiled Fine Grained - CSA 040.21-13 56WM/345V/M Fully Killed ASTM A36/A35MM-19 • A361 A36M o No Weld Repair 'SDI-MULTI rreetc the requirements of ASTM A992.A572-50,A703-50,A529.50, Z ASS andA70936;AASHTO L1270-SD and M270-55;CSA 300W,345W and 350W T.) rco -- CHEMICAL ANALYSIS (weight percent) v • C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type `� .07 1.02 .0W .029 .20 .37 .10 .09 .03 .013 .033 <.001 .001 .0094 .0002 .30 .335 .26 .15 5.72 Heat -_ • MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensity(fu) Temp Absorbed EnarOy f1.lbfIJ Strength Strength fy i fu Elong. Test Ft C Specimen 1 Specimen 2 Specimen 3 Average Minimum 2 Test ksi!MPa ksi!MPa ratio (8-gage) 1 p p p a 1 57/395 73 i 505 .79 28 2 0 2 671 395 731505 .79 29 3 0 3 4 ce M E *t4 6 Q.. 0) 6 Ce co 7 = (N t.) 01 F9otUS: •CaisGl;xt Chenist;ila-,rr:Carbon Ee:tvairrm 101.02.C3.?CJ.Cerroten Index(gi(ASTM 0011-,26.31(04-3.3a,:t1).1.23(CrplAS(63,-17_23(e).7.29(Cu03-3.10041(P1•33.39(0.1 eer(AWS1=C•SlrO.61Me•rL2e•taisaiozo.ma'15+'?1e•S6 CO tm'.yc•rAser•ICt•CAo•V3.(tt ciiiii5 092(A1'.5)=C.(x':n•S.".1*(Cr•Mo.Vy5•4NI.CujlS CE3(CET)..C•(12n+1'Pat)s(Cde)•(n,'40l*4r,1e4).Nil 4) I h eroby certify that the material described herein has boon made to tho applicable ABS CERTIFICATION specification by the electric are furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with natisfaetery results. Signed: I hereby certify that the content of this report are accurate and correct All tests and State of Indiana,County of Whitley Sworn to and subscribed before me c.iZ operations perfomred by this material manufacturer are in compliance with the requirements of the malarial specifications and applicable purchaser designated requirements. this day of U) z Signed: Todd Bashford , ,,� g • My commission expires: a1 p Signed: EJ For„FA1a3.cw2-05.,4:a a Qualify Manager - Notary Public co Z p ASTM A6-14.6:A signature is not required on the test report;however,the document shelf clearly identify the orsanizaL'on submitting the report. m to Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 or E W 0 4- W co W 7 t- O CO • e*04° Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02/26/2020 iii Lang Products Grvsp Ship to: Customer# 000004 Bill to: Produced:01 1 27/2020 s:,:'d Crrut„v'� 2601 S.County Read700 East Sugar Steel-Evansville Sugar Steel E E to Colembie City,Indiana 46725 5401 HWY 41 N 2521 State Street Z r- [260)6254100 (200)625.$95t)FAX Suite 9400 Chicago Heights IL.60411 US ce P. Quality Steel 100%EAF Melted and Manufactured in the USA Evansville IN,47711 US Attn: Receiving ro m Recycled content:PC=68.0%PI ra 27.0'/.,-- Attn: Receiving or Thomasm ISO 9001:2015 and ABS Celli-fled • CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0009585758-6240,00les O z Standards Grades' - d Q Product wide Flange Beam ASTM A6/A6M-19 Bundle/ASN# Length _pcs Gust PO!Job/Reference a v Size W16X26 a ASTM A992rA992t.1-11 A992 rA992rn 061183049 40.0^ 6 EV-109863 N M W410X38.8 ASTM A572JA572R1-18 A572 gr50/gr345 ASTM A700/A709M-17e1 A709 gr5D/gr345 Heat Number 8173795 AASHTOM270M/M270-15 M270 gr345/gr50 • Condition(s) As Rolled CSA G4021-13 50'AtM1345/M Fine Grained Fully Killed ASTM A30/A35M-19 A35/A35!.t Z No Weld Repair .SDI-tdUi,Timeetssthcrequ`scn•.rnsMASTftA992,A572-50.A709-50.A529.52. A36 and A709.35;AA..HTO M270.59 ma?7270-a6;CSA 300W,345W and 350W. Or-- ___ c l' o° CHEMICAL ANALYSIS (weight percent) c M C Mn P _S Si Cu Ni Cr MoT Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .05 1.04 .006 .027 .23 .22 .07 .06 .02 .011 .036 <.001 .002 .0105 .0002 .28 • .314 .25 .14 4.69 Heat MECHANICAL TESTING CHARPY IMPACT TESTS (available only when specified at time of order) Yield fly) Tensile(fu) Temp Absorbed Energy ft-Ibr/J m Strength Strength fy/1u V.Elong. Test F/C Specimen I Specimen 2 Specimen 3 Average Minimum = Test tcsi/MPa Itsi/MPa ratio (B-gageLY 1 d 1 58/400 72 1 495 .80 29 2 0. o 2 581400 741510 .79 28 3 • `m 33 E rn 4 5 co 6 w N = N 7 0 0) Notes: •Cafe=ms Gaerristry Values:Careen Equvatoru(al,C2•Ca,PC),Ceraabn Isdex 16(OSTM G151)=2d.e1(Ce).3.88(shle1.201C1).1.42(40•17.291 77.a(CakVilp.1C`1:1(P133.39LC*T1 Pcrig4WS)n C.5'=0.1P120*OU0.1.4'53.C'20r '1:sY7:0•56 ca In•1}=C.,mev.(Cr.a,10.Vy5.(NI.Cuy15 CEZ(AY.'8'} ;.lMn.$45*(Cre!.7m.V55.t5i.CuylS CM(CET)=C•(NVG).(meg-(Cr.'5)+(tar40).M5(4).{'7i14j I hereby certify that the materiel described herein has been made to the applicable ABS CERTIFICATION speciflcatlon by the electric aro furnace/continuous cast process and tested in accordance with the requirements of American 8 ureau of Shipping Rules with satisfactory results. Signed: ZI hereby certify that the content of this report are accurate and cermet All tests and State of Indiana.County of Whitley Sworn to and subscribed before me operations performed by this material manufacturer arc in compliance with the US requirements of the material specifications and applicable purchaser designated requirements. this day of z 0 Todd Bashford !� . • E Signed: Signed: My commission expires: Z _1 Form F-e1caao-2�imns Quality Manager Notary PubEc rA ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly Identify the organization submitting the report. J Notv.nthatanding the absence of a signature,the organization submitting the report is responsible for the content el the report Page 6 of 7 O w y W F— O CO • # Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:031 03 1 2020 Long Prodectsa.%p Ship to: Customer# 000004 Bill to: Produced:01 1 27/2020 d, 2901 S.County Road 700 Lest Sugar Steel-Evansville Sugar Steel Columbia City,Indiana 46725 5401 HWY 41 N 2521 State Street E (260)625.5100 (290)626.8S50 FAX Suite 9400 Chicago Heights IL,60411 US Z co Quality Steel 100%EAF Melted and Manufactured in the USA Evansville IN,47711 US Ann: Receiving CO N. Recycled content:PC=68.0%,PI=27.0•/, Atte: Receiving or Thomas CD ' ISO 9901:2015 and ABS CQtf;ficd _' m CMTR complies with EW 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS sot_06000566820-18720.00lbs C Standards Grades' Z Product Tide Flange Beam ASTM AB/PAM-19 o Bundle 1 ASN Length pcs Cust PO 1 Job/Reference 0 rn Size W16X26 a.ASTMA992/A992M-11 A992/A992/4 051182459 60'0' 6 EV-109863 `r W410X38.8 ASTM A572/A5721.1-18 • A572 gr50rgr345 _ ASTM A7091/1.70014-17e1 A709 gr501gr345 m06718245$ 60'0" 6 EV-109863 Heat Number 8173819 Condition(s) As-Re9ed AASHTOM270M/M270-15 M270gr3451gr50 Fine Grained CSA G40.21-13 93WM/345WM Fully Killed ASTM A36/A361.1-19 A36 i A3SM 0 No Weld Repair 'SO4-MULTI meets the rega�rernen of ASTM A492,A572-50,A709.50,A529-50, Z A36 chdA709.36;MSHTO 1.1270.50 and M27036;CSA WOW.345w and 350W. 8 0 CHEMICAL ANALYSIS (eight percent) C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 '°C2 *C3 *FC *1 Analysis Type .06 1.04 .006 .023 .21 .19 .06 .06 .02 .009 .031 <.001 .001 .0106 .0002 .27 .307 �.25 .14 4.38 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy)" Tensile{fu) Temp Absorbed Energy ft-Ibf/J Strength Strength fy i fu ED Test sl I h4?a silo %Elong. Tort F/C Specimen 9 Specimen 2 Specimen 3 Average MinimumN -- _t`gage} 1 — I 1 55!380 69/475 .79 29 2 4k CI- 0 Q 2 561385 711490 .79 29 3 a. M 3 4 m 4 5 00 Or 6 CO N 7 o Motes: "Cnt.arnICrsrnis:y YAWS.Ca=[ qWS). .)(C1,C2,Ca,r•M V)/5•)M•Cu)(1ti Rs E1) 2(Mn)•(S 24b•.12a;•P,401^..0.10/1)•(-721Cu1{\i)-3fa{j:;,P��,^,?(cu') Peon;A•:.•S]=C•Si:9.6lrl2Q.CuN•P.'.Et»Cr2Qrttv.'15.Ve70+C.5 C@1{C:.rC..'aL:tl•(CnA1a*'ry5•(t:i•C4/15 Ct;7(AYJS;�C+(61n•Siy6+(Cr.kSorV�S.(P4.Cr.¢nS CE7{CET}•C+(tJn6)•(SI14)•(G15)s t,;igc7+(b1p�'q)+(•r114) I hereby cortlfj•that the malarial described heroin has bean made to the applieablo ABS CERTIFICATION sp.calcadon by the cloclrlc arc furnace/continuous cast precepts and tested in accordance with(ho requirements of American Bureau of Shipping Rubs with Satisfactory raselta. Signed: I hereby certify that the content of this report are accurate and correct All tests and State of Indiana,County of Whitley tleyr Sworn to and subscribed before me Zoperations performed by this material manufacturer are in compliance Stith the requirements of the material specifications and applicable purchaser designated requirements. this day of z Z0 Todd Bashford , .,, CD Signed: Signed: My commission expires: E D !cm P-61oa-002.054 m:s Quality Manager Notary Public CO ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly identify the organization submitting the report m u) Noh ithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 4 of 4 Lit o w W N W 7 I- O (1) c-,##,Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03109/2020 Long Products creep • Ship to: Customer# 000004 Bill to: Produced:03!0712020 Staara)ard AU Ohiku .0 2601 S.County Road 700 East Sugar Steel Sugar Steel E .Cambia City,'Indiana 46725 Z co (260)625.1100 (260)625.8850 FAX ChiicagoaHe ghts IL,60411 US • ChicagoaHe Heights IL,60411 US m in Quality Steal 100%EAF Melted and Manufactured In the USAAttn: Receiving Attn: Receiving m — Recycled content:PC c 68.0%.PI=27.0%. • I < ISO 8001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS SOL#000058765 5-4450.00 los O Standards Grades' Z Product Wide Flange Beam ASTMA6FA6M-19- m 9 s ASTM AS82/A992M-11 A9921A992St ' Bundle l ASN# Length _pas Cust PO JoblReference Size W12X14 j 010088510 40 0' 8 CH-110198 M W310X21 ASTM A572/A572M-18 A572 gr50lgr345 co Heat Number M75862 ASTMA7091A709M-17e1 A709 gr501gr345 Condition(s) As-Rolled AASHTO M27064/M270-15 M270 gr345/gr50 Fine Grained CSA G40.21-13 50W1/1/345WM Fully Kited ASTM A361A36M-19 A38/A36M O No Weld Repair •SDl•htt1LT1 moots the requrarnents of ASTMA992,A572.50.A709-S0,AS29-S0. Z A36 and A703-36;AtSHTO M270.60 and M27036;CSA 300W,345W and 350W. d I"- O oD CHEMICAL ANALYSIS (weight percent) 'o r` c C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 5C3 *PC *I Analysis Type .08 .82 .009 .019 23 .40 .13 .09 .03 .014 .032 <.001 .003 .0088 .0003 .28 .321 .24 .16 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(Ey) •Tensile(fu) Temp Absorbed Energy tt-Ibf l J . m Strength Strength fy l to %Bong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum CV Test ksi/MPa ksi 1 MPO ratio (8'gage) 1 vt - 1 58/400 741510 .79 27 2 a o 2 591405 741510 .80 27 3 m co 3 4 co E rn 4 S .. 6 Co co 0 cn 7 . Notes: 'C=lacked Cocrityr Yawn:Carson E4,i.ralents(Cl,Ci,C3.PC),Calow lnerac(p(ASTM G1 o1) 29.01(Cu)•&6E:t3N i.74(C) 1,49:$it17.25P).7.29(Cuya:44.1l(e)(P9.3 SsiCu`) Pem(AWS)`C•SO0.t5rt20.-Cu27•t5.Ft?H:r2il•mo/15-.VI1S.56 CEI(SW).C.Mr,G.(C•moo,eys•(te.Cc)nS CE2(AvS)=Ct Mil.5r05•(Cre MD.V)f5.(ti.C4t15 CE3(CET1=C•(noisy.(3124)•Van).(N(et)•(Id64).(Vn4) I hereby certify that the material described heroin has been made to the applicable ABS CERTIFICATION specification by the electric arc furnacerconunsoua cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: V I hereby certify that the content of this report are accurate and correct.Aft tests and State of Indiana,County of Whitley Sworn to and subscribed before me • Z operations performed by this material manufacturer are in compliance with the to requirements of the material specifications and applicable purchaser designated requirements. this day of Z E j Todd Bashford Signed: Signed My commission expires: CO J Pam F4100-0C2-051 ray Quality Manager Notary Public ZASTM A6-14.6:Asgnature is not required on the test report;however.the document shall dearly identify the organization submitting the report. Ew Nolvrithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 et 3 w W • et W O fn . #)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/09/2020 Lang Products Geoup Ship to: Customer# 000004 Bill to: Produced:03!08!2020 • S+acera'J4 Rai iliosen i2681 S.Coun:yRoad'709 East Sugar Steel-Evansville Sugar Steel • E c+1 Columbia.City.Indiana 40725 '5401 HWY 41 N 2521 Slate Street Z ,r (2601625-8100 (260)525.8950 FAX Suite 9400 Chicago Heights IL.60411 US R o Quality Stool 100%EAF Melted and Manufactured In the USA Evansvlce IN.47711 US Attn: Receiving CD ,— Recycled content:PC=68.0%,P1=27.0'!. Alin: Receiving or Thomas I < ISO 9001:2015 and ASS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL 4 0000587702-5600.00 lbs o Standards Grades' o Product wide Flange Beam ASTM A6/A6M-19 m °' s ASTMA992/A992M-11 A9fl2 JA992M Bundle!ASN# Length pcs Cust POI Job/Reference a Size W12X14 n ASTMA572IA572M-18 A572 r501 1345 010088511 SD'0" 8 E V-110141 W310X21 9 9 Heat Number 0175843 ASTMA709IA700M-17e1 A709 gr50/gr345 Condition(s) As-RolledAASHTO M270M1M270-15 M270 gr345/gr50 Fine Grained GSA 640.21-13 50WMI345WM Fully killed ASTM A36/A36/.1-19 A36 1 A361.1 o Ne Weld Repair Sfll•J IULTI mer thr r�)o n mems of ASTM A992.1 72-50•0709 50,0529 50, Z A 5 and 0709-36;AASHTO 15270-50 and M270 36;CSA 3004"7,345'N and 350W C) N- C3 co CHEMICAL ANALYSIS (weight percent) 'o 'e M C Mn .P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC SI Analysis Type .06 .83 .010 .012 .20 .33 .15 .12 .04 .013 .033 <.001 .003 .0103 .0002 .27 .302 .22 .14 5.77 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ftibf/J m Strength Strength fy I fu %Etong, Test F 1 C Specimen 1 Specimen 2 Specimen 3 Average Minimum Test ksi/MPa ksi I MPa. ratio (8"gage} 1 9 qk a 1 561385 71/490 .79 29 2 0. o 2 58/400 73/505 .80 28 3 `m co3 4 E 0) 4 5 +' 6 co •co 0 0) 7 Notes: -C:laCaled Mantis;y vas Caner Sa.oralcrCs(CS,C2,C3,PC).Caroacn been(y(AST1(G1a1)•1301(Cu.3,ao{fa}.1.2840).1.42$0.17.29(P.7.29iC..Jla-9.1epaxP)43.3S<Cu) Pcm(A..vS)=C•5r5eih'M125•Cur10.:8,5MCrGGrnstifovYa+5E CEI(!r V).C•Mnti•(Cr.t•a.vPS.pc-.o 15 CE2(AM)C. . !n•S7}5•(C 1Lo.4l5.(r.S.Coy15 can(COT)=C•(tdn�•( 124)•(C05i•(hirci.(uarq)•(V114) . I hereby certify that the material described herein has been made to the applkablo ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: rJ I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the US requirements of the material specifications and applicable purchaser designated requirements. this day of Z Todd Bashford �� 1 co j Signed: — Signed: My commission expires: Z O ramFLloo-002-0Str.va Quality Manager - Notary Public r_ ASTM A6-14.6;A signature is not required on the test reports however,the document shall clearly identify the organization submitting the report. ELu Notwithstanding the absence of a signature.the organization submitting the report is responsible for the content of the report Page 4 of 8 o LijJ ren W O v) • • 0~ Steel Dynamics, CERTIFIED MILL TEST REPORT . Printed:o3,1712020 Long grcdlN�fifO�' Ship to: Customer# 000004 Bill to: Produced:03 J 0712020 a1 Srrrr:;:ra'Jar Rdi Cfeslnl 2501 S.County Read 700 East Sugar Steel-Evansville Sugar Steel E Columbia City.Indiana 46725 32521 Slate Sheet Z ea (260)625-810D (260)625.6959 FAX ape 9400 41 N Chicago Heights IL.60411 US - R � - Quality Steel 100%EAF Melted and Manufactured in the USA Evansville IN,47711 US Attn: Receiving a1 Recycled content•PC r 75.0%,Pt a 22.0% Attn: Receiving or Thomas I < ISO 9001:2015 and ABS Certified CMTR complies with EN 1020.13.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENTDETAILS BOL#0000588862.1400'0.09 lbs Z C Standards Grades* o Product WiideFlange Beam ASTLIAVA6fA-19 `m rn Bundle IASN# Length pes Cust PO 1 JoblReference • Size VIr12X14 a ASTM A992/A992M-11 A992 l A992M 061206439 35.0° 8 EV-110270 L M W310X21 ASTM A5721A572M-18 A572 gr5olgr345 Cr) ASTM A7091A709M-17e1 A709 gr501gr345 061206455 45 0 8 EV•110270 Heat Number A175854 AASHTO 1.S270AtiM27o-15 M270 grJ451gr50 061206450 45'Cr 8 EV-110270 Condition(s) .As-Rolled , Fine Grained CSA G40.21-13 50WM/345WM Fully Killed - ASTM A361A36M-19 A36/A36l8 • o Z No Weld Repair quam -S01-MULTI meets the reeeets erASTM AS92,A572-S0,A529-50,A709.50,M270-50.Aad. A705.36,M270.36,CSA900'W..0SA345WM,CSA350W. ai N- c 03 CHEMICAL ANALYSIS (vit ght percent) c M C Mn P S Si Cu Ni Cr Mo Sn V Nb!Cb Al . N B *C1 *C2 *C3 *PC *1 Analysis Type .08 .83 .013 .019 .23 .39 .12 .12 .03 .014 .034 <.001 ' .003 .0103 .0003 .29 .327 .24 .16 5.89 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(hi) Temp Absorbed Energy ft-lbf 1J C0 Strength Strength fy l fu %along. Test F 1 C Specimen 1 Specimen 2 Specimen 3 Average - Minimum 2 Test ksl/81Pa ksi/MPa ratio (8'gage) 1 - It 0_ 1597405 751515 .79 28 2 d o 2 59/405 74.1510' .80 i - 28 3 `m 3 4 • o * 4 5 ' H 6 ie 02 00) 7 Nates: •Q:k..ticoecnonssy trauma Carton ecaar.Xcnss(C.,C2.Ca.Pet,Coeeean tndwc{r)(ASTM Gtasf 25a01(Ca}.3.E3{roy l.20[C4.1AritS)•1729(AJ-7.200 r1gral-0.1(Nl(P;32.24Cwi ikm(AWS)=C•Sr.40•MrJ Cw2o.l:sl.0.0 .mrlt5•vha aii CE1{C.O.C•Mn.l1.( V•(10*Cu}'t5 CC2{A'WS}°Cor(>rn.W3.(Cu.Mo•Vj$.pt!•CMS CE3(CET}a C+(WO)•1$44)•(Crie).(1:ir401•(Mag}•W114) I hereby certify that the malarial described herein has been made to the appliitabto ABS CERTIFICATION , specification by the electric arc lumacelcontinuous cast process and tasted In accordance with the requirements of American Bureau of Shipping Rules with satisfactoryresutla. • Signed: • • V I hereby certify that the content of this report are accurate and correct. Ail tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer arc in compliance with the . US requirements of the material specifications and applicable purchaser designated requirements, this day of Z 0 . E P Signed: Todd Bashford Signed: My commission expires: Z O F«mF6 6-002.09 rev ES Quality Manager Notary Public s_ (q ASTM AS-14.6:A signature is not required on the test report however,the document shall dearly Identity the organization submitting the report. ar W Notadthstatlding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 4 EJ • toW a ui -. cPN)Steel®ynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/17 1 2020 Lau Products Ship to: Customer# 000004 Bill to: Produced:03 1 07 1 2020 at Suctardamt ATI arisen • .o 2001 S.County Road 700 East Sugar Steel-EvansvilIe Sugar Steel E of Cctunhar City,(nelans 46725 5401 11VYY 41 N 2521 State Street lA (250)625-8100 (260)625.8950 FAX Suite 9400 Chi Z co cage Heights IL 80411 US R ti Quality Steel 100%EAF Melted and Manufactured in the USA Evansville IN.47711 US Attn: Receiving Ias Q Recycled content:PC=75.0%,PI=22.0% Alin: Receiving or Thomas • ISO 9001:2015 and ABS Certified CMT?complies with EN 10204 3.1. • GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000588862-13440.00 Its Standards Grades" Z o Product Wide Flange®cam ASTMAbIASM-19 Bundle I ASN# Length pcs Cust PO I JoblReference rn Size W12X14 • a ASTMA992/A992M-11 A992/A992M v 061206350 40'0- 8 EV-119141 t �r ASTM A572/A572M-18 A572 gr50Jgr345 .c ch W310X21 061206351 40'0" 8 EV-110141 Heat Number A175858 ASTMA709JA709M-17421 • A709 gr50Jgr345 061206348 40'0- 8 EV-110141 Condition(s) As Rolled AASHTO M270M!M270-15 M270 gr345Jgr50 • - Fine Grained CSA G4021-13 50WM/345WM Fully Killed ASTM A36/A3SM-19 A36/A36111 Z No Weld Repair 'SOt-MULTImaca the requirements elASTM A992,A572-50,A529-50,/.705-50,M270-50,A36, A70436,M270-36,CSA300W,CSA345WM,CSA350W. c 03 CHEMICAL ANALYSIS (weight percent) c ; C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B `C1 kC2 *C3 *PC *1 Analysis Type .06 .84 .010 .017 .21 .39 .13 .09 .03 .015 .035 <.001 .003 :0123 .0003 .27 .301 .22 .14 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile fru) Temp Absorbed Energy ft-tbf J J m Strength Strength fy/fu %Etong. Test F J C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test lri I MPa Itsi r MPa ratio 18"gage) i a 1 58/400 72/495 ,80 28 2 O CL a) 2 581400 731505 .81 28 3 • Eeco 3 4 • of 4 5 h 6 to 00 77 U 0) Notes: 'Calatsal CeeiietryValues:Carbon Egswlccs(CI.C2.C3.PC).Corrosion eeoc t0(ASOM(St01)=45.0t(Cu).3,e8;N).120;p).t.49(s4.17.2rrtPs.72S(Cu)(icate(ItiHP)J3.35(Cu3 Pcm[AWS)=C•SF30•61r.23. e.Nl6WCri204 rod 15rv71a.59 CEI{It5V)-•'C4Mn^v(Cr.Mo.V).1.(ro.Cuy15 CES(AWS),C.(Mn•Sili6.(Ct.rMs.V)'S.(no•Cuy)5 ct (Cu)m C.vont)*(S(24)+(WO.(N'46).(L1014)4(V114) I hereby codify that the material described heroin has been made to the applicable ABS CERTIFICATION specification by the electric arc funaceJcontinuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: ci I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements. this day of Z 411, 0 Si Signed: Todd Bashford i g �� Signed: My commission expires: Cu --I Form F61C0.022454 air 8 Quality Manager Notary Public Zii (°r) ASTM A5-14.5:A signature is not required on the test report;however,the document shall dearly identify the organization submitting the report. E W O Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 2 of 4 J H W 0 CO c:S• Steel Dynamics,Inc. CERTIFIED MILL TEST REPORT Printed:03 1 17 1 2020 t00g ':elsar°y Ship to: Customer# 000004 Bill to: Produced:03/07 1 2020 Zi SrrtetsialdArilko ire .0 21301 S.County Read 700 East Sugar Steel-Evansville Sugar Steel E cc, Celereb'xs City,ind;na 46725 5401 H1N'Y 41 N Street Z (250)5254100 (260)6254950 FAX Suite 9400 2521 State I Chicago Heights IL 60411 US m ti Quality Steel 100%EAF Melted and Manufactured in the USAEvansv0 illIN.47711 US Ann: Receiving m ,-- Recycled content:PC=75.0%,P1 a 22.0% Afire Receiving or Thomas = < ISO 9001:2015 and ABS Certified CMTR complies with EN 10201 3.1. • GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS SQL#0000588862-13440.00 Es o Standards Grade ? O Product Wide Flange Ream ASTM AS/A6M-19 a a, Bundle!ASN# Length pcs Gust POI Job/R eference Size W12X14 : ASTMA992/A992M-11 A992/A992M a 061208350 40 0" 8 EV-110141 �~ :c 4ASTM A5721A572M-18 A572 gr50/gr345 W310X W th 21 ASTM A709/A709M-1701 A709 gr50/gr345 031206351 40'0" 8 EV-110141 Heat Number A175858 061206348 40'0" 8 EV-110141 Condition(s) As-Rolled AASHTO M270M/M270-15 M270 gr345/gr50 Fine Grained CSA G40.21-13 50 WM1345WM Fully Killed ASTMA367A36M-19 A36 fA36R1 Z No Weld Repair 'SDI-MULTI meets t o requirements ofASTMAtl92,A572-50.A529-50.A709-50,M270-50,A36, A709-96.M27036,CSA300W,CSA34SWM.CSA350W. O N- o °�° CHEMICAL ANALYSIS (weight percent) O co C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb AI N B *C1 *C2 *C3 *PC *I Analysis Type .06 .84 .010 .017 .21 .39 .13 .09 .03 .015 .035 <.001 .003 .0123 .0003 .27 .301 .22 .14 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy R-tel/J 03 Strength Strength fy/ie %Etong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum 2Test tan/MPa Its)I MPa moo {8°gage} 1 d 1 58/400 721495 .80 28 2 0. o 2 58/400 73/505 .81 28 3 m 2 3 4 E o rn 4 S N cm 6 7 7 U cn Notes: •Ceioda:ad Ch+snstry Vabo.:Cartoon Ecivaleao(Cl.C2.C3.PC).Corrosion 5.3w it(ASTM UI 01).20,0lEe)•18.141.4)•1.20;Cr)•1.0Si).17.29iP).725(Cu)pLl-3.t0(nl(P1-37.35(Cu') Pun[AWS}=C.SmQ'Mn20,r1Y20.:tieD.CrRD.md15.V:1e.59 CO{iilw}--C.Mn6•(Cr•rto•vys.(to•cain5 cE2(AWS}r:C•(Mn.SW.(Cr.Ms.ty'5.r54Cuy:5 CP(CET).C•(Mna)•(SI.':)•(Cr1S)•tHt'<0)• rte).(W7a) r hereby certify that the material described heroin has bran made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested In accordance _ with the requirements of American Bureau of Shipping Rufus with satisfactory results.. • Signed: O I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the rn requirements of the material specifications and applicable purchaser designated requirements. this day of Z ' im F.° Signed: Todd Bashford ,,,, • 9 Signed: My commission expires: Z O Form r.6103.032.064 rave Quality Manager Notary Public (Q ASTM AS-14.5:A signature is not required on the test report;however,the document shall dearly identify the organization submitting the report. EEW Notwithstanding the absence of a signature•the organization submitting the report is responsible for the content of the report Page 2 of 4 'J N W 3 F- O r/) , # Steel Dynamics,Inc CERTIFIED MILL TEST REPORT Priftted:03/18 1 2020 ti Long Prod° op Ship to: Customer# 000004 Bill to: Produced:03/07 i 2020 .0 2601 S.County Road 700 fast Sugar Steel-Evansville Sugar Steel E ,a, Cotternb:a Cl ,teIna-ars 46725 5401.HWY 41 N 2521 State Street Z CO1260)626-6100 (26 825.8950 FAX Suite 9400 Chicano heights IL.60411 US COQuality Steel 100%EAF Molted and Manufactured in the USA Evarsvitle n47711 US AIM Receiving CO a) < ecycled content:PC=75.0%,P1=22.0% Attn: Receiving or Thomas IISO 4001:2015 and ABS Certified CATTR complies with EN 1,0204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL;/000056896$-6150.50 lbs oStandards Grades• o Product Wide Flange iteam ASTMA61A6M-19 Bundle/ASN# Length_.pcs, _,gust PO i Job/Reference_ a Size WI2X14 a ASTMA9921A992h9-t1 A992/A992i+d - OG120d322d 55'0" a EV-110270 ce M W31 DX21 ASTM A572/A572M-18 A572 gr50fgr345 Heat Number A175864 ASTM A70901709114-17e1 A709 gr501gr345 Heat N 1,00Conr As-Rolled AASHTO M270M1M270-15 M270 gr345Jgr50 Fine Grained CSA G40.21-13 50WM1345WM , • Fully Killed ASTM A36/A36M-19 A381 A36M - oN0 Weld Repair -SDI-MULT1moats CrarequirementsofASTMAS62,A572-50.A529450,AT09.50,M270-60,A36, A709-36,M270-36,CSA300W,CSA345WM,CSA3501/1. c 00 • CHEMICAL ANALYSIS (weight percent) c14- m C Mn P S Si Cu --‘Ni Cr Mo Sn V Nb/Cb AI N B *C1 *C2 *C3 *PC *I Analysis Type .03 .85 .009 .021 .21 .38 ' .13 .09 .03 .015 .032 <.001 .004 .0091 .0003 .27 .301 .23 .14 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) r Yield(fy) Tens lie ea) Tamp Absorbed Energy ft-Ibf/.1 m Strength• Strength fy f fu %Efong. _Test - F/C Specimen 1 Specimen 2 Specimen 3 Average Minanunn = Test _ksi J P.1Pa ksi 1 MPa ,ratio LL I8 gage}- 1 O 1 661385 74/485 .80 28 2 . 0. CO 2 581400 73/505 .70 29 . 3 . `m 2 3 4 E * 4 5 w 0 N 7 U, rn Noiegi •Ce4e6ird Chirnutri Vali.:Cartsan.Equo.atcr.:4(el.C_•.C3.PC).Ccrrosan}relax(11 CAS71.1 GtD114l,O Cuy.3,63tOlit.t201Cr}.r,45sS11.17.2D,P1-r.2010uj(Gi)•6.19t14tijtP155.1.91Cu.) Pcnvia s)=C+SL3o•t4r. .Ce2a.r:lt).Cr07.0rrrrp/75•l7>6.5D CE1(0.1=0.1Ara.lenrlsr.VAt(e Cuy75 CE2tA'!JS}C.(Mnrr43.(Cr.6;a.VD5•¢+li•Cul)15 CE](CET I=C•(MM6).{Sir2.0'(Crls)-i01a7)r:semi.Lyn 41 1 hereby certify that the material described herein has boon made to the applicable ABS CERTIFICATION . specification by the electric arc furnace'eonunuous east process and tested in accordance .with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: • I hereby certify that the content of this report are accurate and correct. All tests and • cU State of Indiana,County of Whitley Sworn to and subscribed before me z operations perforated by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements, this - day of co Z . Todd Bashford m H Signed: Signed: My commission expires: ZD fon F-6100 02.004ruv8 Quality Manager Notary Public ` 0 ASTM A0-14.6:A signature is net required on the test report:however,the document shall clearly identity the organization submitting the reparL • ELL Notwithstanding the absence of a signature.the organization submitting the report is responsible for the content of the report Page 2 of 4 E 'J (0 W () c/) • c,®� Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:04/01 1 2020 Long Pro4XlsG&orrr Ship to: Customer# 000004 Bill to: S Produced:p3 1 25 1 2020 SrrIV:..:,01 FJ.rk:i:x:r E 2601 S.County Road 700 East Sugar Steel-Evansville Sugar Steel O CV Columbia City.!odor-145725 5401 HWY 41 N 2521 State Street Z to (2644625-8100 (260)625-6550 FAX Suite 9400 Chicago Heights IL 60411 US er-a m Quality Steel 900%EAF Melted and Manufactured in the USA Evansville IN.47711 US Attn: Receiving 2 < ecycled content:PC=68.0%,PI=27.0% Atm: Receiving or Thomas ISO 9001:2015 and ABS Certified cMrR complies with EN 10204 3.1. O GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL or 0000591283-28500.00 los Z Standards Grades' `• 0 Product Wide Flange Beam ASTM A6/A6M-19 ED rns Bundle!ASN# Length pcs Gust PO I JoblReference ct v Size W16X26 •ASTl.9A9921A9921.5-11 A592 dA;92M 061217301 55 0- 6 EV-109863 to co W410X38.8 ASTMAS72/A5721.i-18 A572 gr5Qrgr'�t5 061217303 55.0' 6 EV-109853 Heat Number A176512 ASTMA7C91A709t.1-17c1 A709 gr50'yr345 061217305 55 0' 2 EV-109853 AASHTO M270M1M270-15 M270 gr3451gr50 Condition(s) As-RolledOSAC40.21-13 50'.NMf345L"Ja 061217298 5`i 0' 6 EV-109863 Fine Grained O Fully K led ASTM A3E!A2QM-19 A361A36M Z No Weld Repair •AS3D6 Ia4n,IdU,LT7l0r9c36b:AthAeSrNTOtirM2r-iscoaIAndST62%9-7962.AC5S7A23-5(00,.AN,730495'SiOr.aA6nd2305-S004:, '.d wo CHEMICAL ANALYSIS (weight percent) c co C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *1 Analysis Type .07 1.05 .016 .023 .23 .35 .10 .14 .03 .014 .034 .001 .002 .0130 .0004 .32 .354 .27 .16 5.91 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(1y) Tensile(fu) Temp Absorbed Energy i1-Ibf/J m Strength Strength fy 1 fu %Elong. Test F/C Specimen t Specimen 2 Specimen 3 Average Minimum = Test ksi 1lePa lcsi 1 l.tPa ' ratio {8-gage} 1 4t 0- O 1 501405 741510 .79 27 2 EL o 2 591409 731505 .80 27 3 E co 3 4 o 4 5 CO wrn 6 U rn 7 Notes: •Csrua;•<:Cratistry va;.ss:Cxt ,Egt.iralerts(C1.CZ C3.PC),Corrmian Inda<(Q(/31M G1o1}.26C1(C4.).3.82(:11)•1.2C(Cn•1.45(s.1.17.297)-7.20(C6jlNI-0.10:N)(Pi33.3:ice) PcniAV.S!=C•yP.4+rar20•Ctfe•KyeS•CfR3•Risrle•Vr10.53 CEt{1iCo3 C•rdno•(Cr•tro•v75.lr.ti•G1415 CE2{:4',5}=C•01n.565.{Cr.).(orV).5•V.11.CuIn5 CE3{CET)e C•(?.Wil)•(5)/241•(C4,6)*(ra40)•l1!d4)•{Vfi4) I hereby certifythst the material described herein has boon made to the applicable ABS CERTIFICATIO N specification by the electric arc furnaceicontinuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: • Z I hereby certify that the content of this report are accurate and correct. All tests and State of Indiana,County of Whitley Sworn to and subscribed before me operations performed by this material manufacturer are in compliance vnth the Zrequirements of the material specifications and applicable purchaser designated requirements. this day of 41 ° Tadd Bashford <,,�,. . a co o Signed: Signed: My commission expires: Force F•6rCO.c]2-0i4taw a Quality Manager Notary Public `m rA ASTM AS-14.6:A signature is not required on the lest report;however,the document shall clearly Identify the organization submitting the report. E J Notwithstanding Me absence of a signature.the organization submitting the report is responsible for the concent of the report Page 3 of 3 O N W 0 CD t�`�SteelDynamics,lnc; CERTIFIED MILL TEST REPORT Printed:04/21 1 2020 Products Grow Ship to. Customer# 000004 Bill to: Produced:03 1 06/2020 . B STrotaa ar#Rat AVision J0 2601 S,County Road 799 Fast Sugar Steel-Evansville Sugar Steel E (, Colurn'ra City,ndlana46725 5401 HWY 41 N 2521 State Street Z 0)( 250)625-8100 (260)625-9950 FAX Suite 9400 Chicago Heights IL.60411 US Li, Quality Steel 100%EAFMeltedandManufacturedintheUSAEvansville IN.47711US Attn: Receiving or Recycled content:PC=68.0%,P1=27.09'm Attn: Receiving or Thomas I m 1S0 ff001:20%5 and ABS Certified CMTR compiles wird EN 102134 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000593695-15200.00 lbs o Standards Grades' Z Product Wide Flange Beam ASTM A61A6M-19 a AST1A A992/A992h1-11 A992/A992r.1 Bundle I ASN# Length pcs Cust PO 1 Job/Reference Size W12X19061205483 50'0- 8 EV-111098 s v ASTM A572/A572M-18 4572 9/50/91345 rn r•) W310X28.3 ASTM A709/A709M-17e1 A709 gt50/gr345 061205481 50'0" 8 E1/111098 Heat Number 8175899 AASHTO 1.4270M1M270-15 M270 gr345/gr50 Condition(S) As-Rolled Fine Grained CSA 640.21-13 501NM1345WM Fully Killed ASTM A30/A38M-19 A36 FA36M C No Weld Repair .SD6MULTI meet Ste requiromrnte atASTMAaa2,A572-50.4709.59,A529.50, Z438 end A703�9:AAStrTO h+279S6 and M270-3s;CSA3D0W,345W and 3SQ'i1. m c h- 1:3. CHEMICAL ANALYSIS (weight percent) _C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .08 .94 .010 .010 .23 .38 .14 .11 .05 .012 .034 .002 .003 .0130 .0003 .31 .348 .26 .17 5.85 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) cold(fy) Tanslto ffu) Temp Absorbed Energy It-Ib4/J m Strength Strength ty/fu %Elong. Test FIC Specimen 1 .Specimen 2 Specimen 3 Average Minimum CV Test ksi/MPa tcsi I MPa ratio {8-gagoL 1 a 1 57/395 74/510 .76 28 2 a o 2 57/395 74/510 .77 27 3 m p 3 4 orn 4 5 w ti 6 N 3 co 7 0 cn -- Notes: meowsw Cnom4ry Valuta:Cwl,on E7ivulwris(C1,C2,C3,PCI.Canoslon tidosgp[ASTM G101)•2491(Cu)N3.88(My130{01.1.45(5.)y7.2SiP}72E(Cuj(N¢A,10(td;{PI3332104 Pem(A4t3).C•$i3O Mn2Ocu'2WNl50.CAM.rno115.i 10+55 0E1 Fil/i)=C*Mn9.(C.MONfysaledaCi 1:5 C£2(AWS)-C.(Mrr.& .(Cr.Mo.V)'5•(te•CaY15 CE3(CET)•C•{Bra)*maa)+ICI))a 1M'4Ol KMoF4)a(vra.0 I hereby codify that the material described heroin has boon made to the appllcab(a ABS CERTIFICATION ipidtice:on by the electric arc romans/continuous cast process and tested In accordance with thu rsqulrumaub of American Bureau of Shipping Was with satisfactory results. Signed: U I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements ohne material speciliications and applicable purchaser designated requirements. this _ day of Z Todd Bashford � - E F- Signed: Signed: My commission expires; co J Form F0:03-CC2-654 rave Quality Manage: Notary Public Z 0 ASTM A6-14.6:A signature is not required on the test report however,the document shall dearly Identify the organization submitting the report. EuJ Notwithstanding the absence of a signature.the organization submitting the report is responsible for the content of the report Page 4 o15 O J 2 W co UJ 3 1- 0 0 (/) # Steel Dynamics,lnc, CERTIFIED MILL TEST REPORT Printed:12/26/2018 Long Prcduels&Mr Ship to: Customer# 000004 Produced: ` �c�1ra vMrtxA' r Bill to: 09 1 17/201 8 °'e Sugar Steel Sugar Steel E d (260)625.8100 (260)625.8950 FAX 2521 State Street 0) 100% Chicago Heights IL,60411 US 2521 State Street zQuality Steel EAF MeltedChicago Heights IL60411 US and Manufactured in the USA Atte. Receiving Atte Receiving CC 1.0 2 < Recycled content:PC a 75.0%,PI=22.0% ISO 9001:2015 and ABS Certified GENERAL INFORMATION SPECIFICATIONS - SHIPMENT DETAILS BOL#000053180(-12400.00 lbs 0 Standards Grades' z Product Wide Flange team ASTMAGrA6M-17a aSize W16X26 a ASTM A992/A992M-ti A992/A992M Bundleg7asog # Length pcs Cust PO Recv PO Job W410X38,8 ASTM A572/A572M-16 A572 gr50/gr345 000978809 40'0' 6 CH-99144 Cl) cr.) 060978808 40'0' 6 CH-99144 Heat Number A154694 ASTM A709/A709r.1-17e1 A709 gr501gr345 COodItiOn(s) As•RelJed AASHTO M270W?,1270-15 M270 gr3445/gr50 Fine Grained CSA G4021-13 50WM/3 45W1s1 Fully Killed ASTM A36/A36M-14 A36 jA36M O No Weld Repair 'SDl-f.1ULTl niects iho requacmanis ASTM A992 A572-50,A525 50.A71t9 So,C.;70 50.ASS, z A709 36,Kd27a 3ti,CSA30eW,CSA345VyM,CSA35ti'A! 0 M CHEMICAL ANALYSIS (weight percent) v C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 PC *1 Analysis Type .06 1.105 .014 .031 .24 .36 .14 .13 .04 .015 .031 .001 ,001 .0109 .0004 .31 ,349 .26 .16 5.95 Heat MECHANICAL TESTING ,CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy It-Ibf/J 'Strength Strength y m Test ks1/MPa ksi f MPa ration /Bong. Test F/.0 Specimen 1 Specimen 2 Specimen 3 Average Minimum co {$"gaga} 1 I 1 56/385 71/490 .79 26 2 0- O2o 2 57/395 731505 .79 27 3 a.`. co 3 4 d E 4 4 5 13 H 6 , 3 7 U cn Notes: •CaWlxca cnprourr values:Catm1swamisrot,ca.Cs.Pct.corm:sat Irre to IA57M G104,21101t0u0.3.e8{t5).7.5tCrh9.a9(S4.1429iP}i,2P:C0/044,1000l(P}33.34aei PcmtA':rS?'C-s1no.Rrn2a,Cur1P.11152*ar.�rrcu15.v1743.5e cm{Irm=C.6G4.(G.rda•4745•1Nt.Cuyt6 CE2,ASVS=C.{Mn.$1;.S.1Ca•NoWl75.{Ati«C.015 CM(CET}*C•I"•avS)•(231,24).(CGS).FsINO)•WV4).(W14) I hereby certify that the material described herein has been made to the applicable specification by the electric arc fumacelcontinuous cast process and tested in accordance ABS CERTIFICATION with the requirement.of American bureau of Shipping Rules with satisfactory results. Signed: ci I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements. ui this day of z0 Todd Bashford E i= _._.: Signed: My commission expires: E Form F a:caca Z 0 ASTM AS.14.6:A signature is not required on the test report;however,the document shall dearly identify the organization submitting the report. m` Cl) Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 6 O w N W 3 F- V CO C,Off)Steel Dynamics,lac: CERTIFIED MILL TEST REPORT • Printed:12 1 04/2019 Long Products Croup Ship to: Customer# 000004 Bill to: Produced:11 129!2019 .11 Pru7agxtiRai a'i;si+n . .0 2601 S.County Road 700 Bast Sugar Steel Sugar Steel E .. Cotumnta City.Indidna46725 2521 State Street 2521 State Street Z (260)625-8100 (260)625-0950 FAX Chicago Heights IL 60411 US Chicago Heights IL 60411 US ., r; Quality Steel 100%EAF Melted and Manufactured in the USAA 11 Receiving Attn: Receiving 2 m Recycled content:PC=75.0%,P1=22.0% ISO 9001:2015 and ABS Certified CMTR compiles with EN 102043.1. • GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL r 0000573968-28160.00 ms Standards Grades_ Z Product Wide Flange Beam ASTM A6/A6)+1-17a ce N . ASTM t Ass21A992M-11 A992/A992M Bundle/ASN# Length pcs Cust PO I Job/Reference Size W12X22 061149620 40'0" 8 CH-107408 .c M W310X32.7 ASTM A57214572111-18 A572 grSOlgr345 061149622 40'0" 8 CH-107408 ASTMA709/A709M-17e1 A709 grSDlgr345 Heat Number B171574 001149630 40'0' 4 CH-107408 AASHTO M270M1M270-15 M270 gr345/gr50 Condition(s) As-Rolled CSA G4021-13 50WM1345WM 061149631 40'0" 4 CH-107408 Fine Grained 061149619 40'0' 8 CH-107408 • Fully}filled ASTM A36fA38M-14 A36/A36M Z No Weld Repair •SDI.MULTI meets the requirements of AST/,1 A992.A572-50,A529-50,A709-50,M270-50,A38, A709-35.M270-38,CSA300W.CSA345W7.1,CSA350W. C1 O O M CHEMICAL ANALYSIS (weight percent) '5 rn M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *i Analysis Type .05 1.06 .007 .014 .24 .26 .10 .09 .04 .011 .035 .003 .003 .0144 .0004 .28 .324 .25 .14 5.24 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ftdhf/J Strength Strength m (Y/fu 7.Elong• Test F i C Specimen 1 Specimen 2 Specimen 3 Average Minimum co Test ksi/MPa ksi l MAa ratio {8'gage) 1 Li- 1 561385 73/505 .78 29 2 e. o 2 57 1395 721495 .79 27 3 m L. co 3 _ 4 o *44 5 N- ., cm 6 U 0) 7 Notes: •C"a'rc'ed Chimissy Wises:CTebTO Estir,Veree(CT.C2.C1.PC),Crook=trades(b(AM G101ja25011Ce).3.8e0e1.12C(Cr1•lASYS.17.29tP)-7.29(C4.}9,10(stXP)33.37(Cury Pan(•iN5}.C.SilMetk20•Cu/Cnt6E0+Cr.20•>r,e/15.411C+5B Cat{nvf}-C.wses(Cr.Mo•VA-.04.0.05 CM toWS} .(11n•Silte.ICY•Ste.415,g c0u;115 CE1.1 T)=C+( m%+($924)•(C45)+tR:40}.@SN43 r M'11 I hereby certify that the malarial described herein has been made to the applicable ABS CERTIFICATION specification by the Metric arc furnace/continuous cast process and tested in accordance with time requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and Li State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the . V) requirements of the material specifications and applicable purchaser designated requirements. this day of Z odd Bashford f m i= Signed: Signed: My commission expires: ZFomF-6i100-QO2.C54rev a Quality Manager Notary Public ` 0 ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly Identify the organization submitting the report. W Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 2 of 2 J en W 0 (I) ##)SteefDynamics,Inc. CERTIFIED MILL TEST REPORT Printed:01 (21 (2020 Lang Products 0ioup Ship to: Customer# 000004 Bill to: Produced:11/29 f 2019 01 s ritniNldritlaTiAp7 .0 2501 S.County Road 700 East Sugar Steel Sugar Steel Columbia City,Inciane 40725 2521 State Street N. (200)625.8103 (260)6255450 FAXChicago State Street Z Chicago Heights 1L,60411 US Heights IL,60411 US Quality Steel 100%EAF Melted and Manufactured in the USAAM: Receiving Attn: Receiving w o Recycled content:PC=75.0%,PI=22.0% 2 m ISO 9001:2015and ASS Certified Cf4TR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS SOL.#0000580091-30400.00 lbs O Standards Grades' Z Product Wide Flange Beam ASTM A6IA6M-19 °' N ASTM A992iA992A1.11 A992 rA992M Bundle/ASN# Length _pcs Cust PO 1 Job/Reference a 4 Size W12X19 y 061149647 40'0" 8 CH-107889 t W310X28.3 ASTM A572/A572Id-18 A572 gr501gr345 ASTM A709JA709M-1701 A709 gr501gr345 Ov1144648 40'0" 8 CH-107889 W M Heat Number 8171572 061149650 40'0" 8 CH-107889 AASHTO M270M1M270-15 M270 gr3451gr50 Condition(s) As-Rolled CSAG40.21-13 5D'uvMr345WM 061149651 40'0" 8 CH-107889 Fine Grained 061149646 40'0" 8 CH-107889 Fully Kited ASTM A361A36M-14 A361A36M O No Weld Repair *SDI-Mull]meets the rcquirernenl orAsTMAssz-A 572.50,A705-50;A525-50, Z A36 and A70935;AASHTO M270.50 and M270-36;CSA 300W,345W and 356W, CD o rf) CHEMICAL ANALYSIS (weight percent) rn MC Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .04 .94 .006 .015 .25 .27 .09 .06 .03 .011 .033 .003 .003 .0110 .0004 .25 .287 .21 .12 5.34 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available-only when specified at time of order) • Yield(fy) Tensile(fu) Temp Absorbed Energy ft•Ibf I J Strength Strength fy1 fu %Ming- Test F 1 C Specimen 1 Specimen 2 Specimen 3 Average Minimum 2 Test ksi/MPa ksl 1 MPa ratio (8"gage) 1 a 1 571395 721495 .79 26 2 O. to 2 561400 73J505 .80 26 3 CB 24 E ai 44 5 IR: 6 ro C N 7 ✓ a) Notes: •C:daled Crmrsr y Vole=Carom Ernivotenna(Cl.C2.C3.PC).Carrs index 4{ASTLI 6101 26.01 Co1.3. 1,20:01.1.a Sr.17 cm(rlw •une.(G.uo.V)J5.'si.aMs Cas,vr. . ( Y ( . o)l 2s{Pf1141 cu)(t179 sc(nt3lPraaastGr) Pcrn(nw$}=c•sew•xn�o•e,�a•::�o.Gra.Rorss.vno•t3 { S}-C•lvn`51)r6(Cr•MaVy`S.lA�4b+X15 CEa(CEr}=C.(Nn67.(Si2a).(Grs).q,(;�;,D'(Mav►.(V/7a) I hereby certify that the material described herein has been made to the applicable - ABS CERTIFICATION • specification by the electric arc furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shlpptng Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and • State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and apptcable purchaser designated requirements, this day of ui z 0 Todd Bashford `- Signed:E P. Signed: �� ► g My commission expires: m Zas O no ,Fslcom2 asc,e a Quality Manager Notary Pubfc ASTM A6-14.6:A signature is not required on the test report:however,the document shall clearly Identify the organization submitting the report. y rn Notwithstanding the absence of a signature,the organization submitting the report Is responsible for the content of the report Page 2 of 3 E W O J N W Ui 1 ' CERTIFIF:D;11ATERIALTEST REPORT Pace 1/l CUSTOMER SHIP TO CUSTOMER BILL 1'0 GRADE SI1APE J SIZE DOCUMENT! SUGAR STEEL CORPORATION SUGAR STEEL CORPORATION A99?/A572.50 Wide Flange Eisen / 16 X 264/410 0000202255 ' O (0 O ERDA 2S21S'I'A'1'E5't` 2521 STATE X38.S _ _—____..----...__.... .._— CHICAGO NEIGIITS.1L60411-4335 CHICAGO IIE[GIITS.IL60411-4335 LENGTH PCS WEIGEff HEAT/BATCH o _M co IJ5-►IL-PET[RSE3UKCl USA USA 40.005 6 6240 LB 60131156107 x, d 0 25801 FIOPE[E1,M R.WAY PETERSBURG,.VA 23803-8905 SALES ORDER CUSTOMER,MATERIAL.N SPECIFICATION f DATE or REVISION 83409311000020 ASTM A6-17 USA AS3 Y.c A709-17 O ' ASTM A992.I I(201550 A573-15 Z CUSTO.NJER PURCHASE ORDER NLIM 3ER BILL OF LADING DATE CI) N CI1.106959 1330.0000133760 0E117/2020 CSA 610.21-13 345WM O. v :c v - CO co CI IEhlICAL COMPOSITION IS!� a' aS SP �ii SF �D !r a; lv. Al . ;ro fo /u n) A o io io u r ru 'u 0.10 0-88 0.013 0.026 013 0.30 0.13 £1.10 0.010 0.009 0.002 0.007 0.003 Cllt'MICALC OMP05[TION Z CEyyA6 C) 0 030 - VM "— .O ti .1 Cl lAhiCALPROPERTIES • • G 5 ai Ar" 1T !Pa 1s YTratiE IT 69900 80800 482 557 0.860 8.000 68800 81300 474 361 0.850 8.000 SIECIIANICAL PROPERTIES Gil E18u0. mm .o m 200.0 - 20.30 = 200.0 20.40 Ud r - - -- .... d COSL\EYrS•.r NOLEs 0 y M , Or - .►+ 1` W 0) 7 O rn • U Z CI) Z 0 a1 F— co - The above figures are certified chemical and physical test Records as contained in the permanent records o Icor pony.We certify that[hist data ale correct and in complianuc wiii1 Z 0 specified requirements.Weld repair has not been performed on this material,This material,including the billets,was melted and manufactured in the USA.CMTR complies with EN • 1,-. co 141204 3.1. O W, C I j I nrIASRAil YALA.MANCI IILI co r''U_ICT PiTERFORI) m1- QUALITY INFECTOR � �., , QUALITY PM+RANGE MGR 0 V) • SteelDynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02/04 1 2020 LCt1 Proarl,ctscror, Ship to: Customer# 000004 Bill to: Produced:01127!2020 Sir ss'at?R,ii?,'r,'sbrl 42 260IS.County Road 7c0East Sugar Steel-CPU Sugar Steel E Columbia City,Indiana 416725 Cust.PA) Sugar Steel 2521 State Street = 0) (260)6255100 (260)625-6750 FAX Z Chicago Heights Chitage Heights IL,60411 US of co Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving w Q Recycled content:PC=68.0%,PI=27.0% Attn: Daryl Gunter • IISO 9001:2015 and ABS Certified CMTR compiles with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000582316-18720.00 lbs O - Standards Grades* Z Product Wide Flange Beam ASTM A6/A6M-19 m N Bundle/ASN# Length pcs Cust POJ Job/Reference a Size W 16X26 s ASTM A9921A992M-11 A992 JA992M ASTM A572/A572M-18 A572 gr501gr345 061183083 60't7' 6 CH-108380 - W410X38.8 061183075 60'0" 6 CH-108390 Heat Number A173794 ASTM A709/A709M-17e1 A709 gr501g(345 Condition(s) As Rolled AASHTO M270M1M270-15 M270 gr345/gr50 Fine Grained CSAG40.21-13 56WM)345Wht Fully KilledASTM A36/A36M-14 A36/A361.1 • O No Weld Repair 501-t MULTI meets the requirements of iSTI.A992,AS72-50,A709-50,A529.50, Z ASS and A709-36;AASHTO M270-50 and 14270-36;CSA 300W,345W and 350W, 0 rn CHEMICAL ANALYSIS (weight percent) 'o 'c 4- C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B 'Cl *C2 *C3 *PC *I Analysis Type .07 1.02 .010 .029 .20 .37 .10 .09 .03 .013 .033 <.001 .001 .0094 .0002 •.30 .335 .26 .15 -5.72 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy 11t•Ib11 J m Strength Strength fy/fu %Elong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum 2 Toast ksi/MPa ksi/MPa ratio (8'gage) 1 O 0- 1 571395 73/505 .79 28 2 0. o 2 571395 73/505 .79 29 3 `m r.-) . 3 4 oo E 5 • +r r .- 6 (n ✓ cn 7 Notes: •Calt.deea Chemistry Vahan:Carbon Efaialerm(Cl,C2,CZ.PC),Ceooaion ln6mt(q(ASTM G10tp.6,Ot(R+}•she{t5)-1.20(CrH1A3e,30.17.2_4(P)-7,2SiCuEN}9.:0(N)(P}33.33:CV) Pcm(AWS)=C•Slr3wtN20•QY2o+K350.0123innn5.vna.59 CO liiVir •h'N6•(Cr•InoeV)5.(N).Cr y15 CE2(AV.S)C.thIn.S.W.(Cr.Mc.v)r5eve.+Cu)tS 060(0)e C•(U,6)a(5124)e-(015)•(MVJ).(ISG)•(►714) I hereby certify thattha malarial described heroin has been made to the applicable ABS CERTIFICATION specification by the electric aro furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: hereby certify that the content of this report are accurate and correct.Alt tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z coperations performed by this material manufacturer are in compliance with the • requirements of the material specifications and applicable purchaser designated requirements. this day of ab o Signed: Todd Bashford 1A al, .dir Si ned: • E 9 My commission expires: co Z O Fcrm F.6t00-002.054 rev a Quality Manager Notary Public ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly identify the organization submitting the report. W Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 O -J N W 7 I- 0 s#>SteelDynamics,lax 'CERTIFIED MILL TEST REPORT Printed:02 1 11/2020 Lo„ Products Produced:01 1 26/2020 g Ship to: Customer# 000004 Bill to: d straYud x;T rev Duffles 13 2601 S.County Road 700 East Sugar Steel-CPU Sugar Steel E M Cdumbia C4,Indiana 45725 Cust.PIU-Sugar Steel 2521 Slate Street Z (260)625-8100 1260)525-6050 FAX Chicago Heights Chicago Heights IL,60411 US A co Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL 60411 US Attn: Receiving C) m Recycled content-.PC=68.0°%,PI=27.0°!. Atln: Daryl Gunter ISO 9001:2015and ABS Codified I . CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000583232-10140.00 lbs c Standards Grades' ZN Product Wide Flange Beam ASTM A6/A6M-19 d N Bundle/ASN## Length pcs Cust POJ Job/Reference Size W 16X26 >a ASTM A992/A992M-11 A992/A992(.i 061182316 65'0' 6 CH-108390 .c M W410X36.8 ASTMAS72/A572M.18 A572 gr50/gr345 Heat Number 6973$23 ASTM A709/A709M-1701 A709 gr56/gr3 45 AASHTO L1270M11.1270-15 M270 gr345/9r50 Condition(s) • As-Booed CSA G40.21-13 5OWM/345WM Fine Grained Fully KilledASTM A36/A36M-14 A36/A36M O No Weld Repair 'SCI•h1uLYlmeebthe cegwmmcntsofASTMA992 A,72-50,A,70650,A529 50, Alt)and in709-36;AnSHTO h1270-50 and td270-36:CSA 300W,345W and 350 W. Gr O o rn CHEMICAL ANALYSIS (weight percent) I, C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *1 Analysis Type .07 1.05 .008 .027 .20 .20 .07 .07 .02 .009 .034 <.001 .002 .0109 .0002 .29 .321 .26 .15 4.50 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ftdbf/J CO Strength Strength fy I fu %Bong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum co Tost ksi/MPa ksi/MPa ratio (8•gage} I d 1 54/370 GB/470 .60 27 2 on. a. CD o 2 55/380 70/485 .79 - 28 3 m M 3 4 co E 4 s °-' rn 6 to O cn 7 NetOS: 'Calalutd Che ninny Valuer:Cmbon CGsratenla(Cr,C,C9,PC).Coaeslon bxbs(y(AST))GIer)=2401(CuN3,66(N)-S9Cr)•1,4sI5-i)•t7.29IPi-7.25(cu)(.)-s.tCfri)F)-3.3SlCul PcnrAWS} C•SieO.1-'rP10.Cu26..11E4•C•R0.grich5V10.5.8 Cal(evr}=C,Mr s-(Cr•Mo•VA•Pli•Guyts CEa(A e)=c.(erm:J}5.(Cr.MO.WS*I)3'C YIs CEI(CEI)=C•(Mr15)•(51/24)•(CO)•Nita).(Mdc)•(vita) • I hereby certify that the material described herein has been mado to tho applicable ABS CERTIFICATION specification by the electric arc fumacelconilnuoua cast process and tested in accordance with the requirements of American Bureau of Stripping Rules with satisfactory results. Signed: • I hereby certify that the content of this report are accurate and correct.All tests and U State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the to requirements of the material specifications and applicable purchaser designated requirements, this day of Z o ned: Todd Bashford ,�� P. ` °' Signed: Signed: My commission expires: ZD :ar„F-6109-0O2-054 roe 6 Quality Manager - Notary Public � 0 ASTM A6-14.6:A signature is not required an the test report:however.the document shall dearly identify the organization submitting the report. C) Cip - Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 C .._I co W . 3 1- 0 0 (/) • #)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02 J 16 J 2020 4-) long Products Group Ship to: Customer# 000004 Bill to: Produced:01 J 27/2020 Saecnrarad Rad Pirson .0 2601 S.County Road 700 East Sugar Steel-CPU Sugar Steel E 0, Columbia,City,11W:211246725 CusL.P/U-Sugar Steel t (260}625.8100 (260}625-8950 FAx g Chic go eights I Z Chicago Heights Chicago Heights IL 60411 US cQuality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving 63 in Recycled content:PC=68.0%,PI=27.0% AW: Daryl Gunter I m ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS SOL 00000584078.6240.00 lbs Ztan aids Grades' N Product Wide Flange Beam ASTM AfJAfifl-19 CB w aAST}dA992lA992fA-11 A992lA992A1 Bundle J ASN# Length pcs Cust PO i Job/Reference is 4 Size W16X26061182438 60'Cr 4 CH-108416 t '' W410X38.8 ASTM A572/A572M-18 A572 gr50'gr345 0 ASTM A709fA70924-17e1 A709 9r50/91345 Heat Number 8173819 AASHTO M270M11.t270-15 M270 gt3454r50 Condition(s) As-Rolled GSA G40.21-13 50W}N345WM Flee Grained Fully Killed ASTM A36/A30/.1-19 A313 IA36M o uirements of AST/A Assz.A572-50.A709-59.A529-50, Z No Weld Repair ,36 and A789-36;AASN01-MULT1meets me TO M270-50 and M270.36;CSA 300W,345W and 3.50W. CD 0 ca CHEMICAL ANALYSIS (weight percent) rn c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *l Analysis Type .06 1.04 .006 .023 -.21 .19 .06 .06 .02 .009 .031 4001 .001 .0106 .0002 .27 .307 .25 .14 4.38 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft-lbf/J m Strength Strength fylfu %Elong. Test F/C Specimen 1 Specimen 2 Specimen Average Minimum ca Test ksi/MPa ksl I MPa ratio (8-gage} 1 9k a- 1 551380 69/475 .79 29 '2 ta. 0 2 56/385 71/490 .79 29 3 d M 3 4 co E * 4 s rn N. s co o a) 7 Notes: •Calalated Cherniuy Values:Carbon Egurraleceu(C1.C2.C3.PC),Caroian Index(U(AScMM Gtb1}=28.01(0.}43.85(13).1.2e;0.1,45(Sil. ,26(P)'7.Zre;Cu;.;1.11..9.63(.1)IP)-13.3Dtcul Pcm(AWs}•C•3933.r.n20.003.r6.66.0120.ma150110•6e CE1(1W}-04a66.(Cr.M1.v}15.4tS40,6/15 CE2(AWS}=C•(Mrn56.6.[C•MosVy5.(r i.Coy15 CE](CET}a C•WAS)•(S624)•(Crr51•(h.40)•plias)•(vn.q. ' I hereby certify that the malarial described herein has been made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tasted In accordance with tho requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana.County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements, this day of Z 0 Todd Bashford -"�,- III E R. Signed: Signed: My commission expires: Z O Form R61oo.ccact . c rev 6 Quality Manager Notary Public ` 0 ASTM AS-14.6:A signature is not required on the test report;however,the document shall dearly identify the organization submitting the report. £ W Noh ithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 J o iii o W 0 C • 5Q® >>Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed;o /05/2020 Lolig Prvdc•.rsGroup Ship to: Customer# 000004 Bill to: Produced:02/02/2020 m :r: ,._,•.!,,.:::x,:si . -0 2001 S.County Road 700 East Sugar Steel Sugar Steel E toCc(umbla City,Indiana 49725 2521 State Street 2521 Slate Street Z0 (250).6258100 (260)625.8950 FA)( Chicago Heights IL,60411 US Chicago Heights IL,60411 US Quality Steel 100%EAF Melted and Manufactured in the USAA n: Receiving Attn: Receiving m Recycled content:PC=68.9%,P1=27.0% I < 1so 9001:2015 and ABS Certified CNMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000587174-12000.00 lbs o Standards Grades' Z rt CV Product 6hideFlange Beam ASTM A6/A6M-19 N a ASTM A992/A992M-11 A9921A9921A Bundle!ASN# Length pcs Cust POI Job/Reference_ Size W18X40 a v 061186210 50.0" 3 CH-109995 LM W460X60 ASTM A5721A572h1-18 A572 gr501gr345 • Cfl ASTMA709JA709M-17e1 A709 gr59.1gr345 OS4186209 50'0' 3 CH-109995 Heat Number A174205 AASHTO M270WM270-15 M270 gr345rgr50 Condition(s) As-Rolled Fine Grained CSA 640.21-13 5GWMI345WM Fully Killed ASTM A361A36M-19 A36/AMA ZNoWeld Repair •Sol-MULTI meets Lhcre^auircmcn ofASThMA992.A572-50.A709-5D,A529.50. A35 and A709-35;AASHTO 1.t270-50 and M270-36;CSA 300W.3.15W and 353:.. o co CHEMICAL ANALYSIS (weight percent) 'c M C Mn P S Si Cu Ni Cr Mo Sn V NbJCb Al N B *C1 *C2 *C3 *PC *1 Analysis Type _ .07 1.24 .009 .016 _23 .29 .16 .10 .07 .013 .033 <.001 .002. .0106 .0004 .35 .386 .30 .17 5.59 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbod Energy ttdbf l J Strength Strength g, Tost F 1 C Specimen 1 Specimen 2 Specimen 3 Average Minimum CO fy t fu %Eton co Test ttsi/MPa ksi l MPa ratio (8"gage} 1 O 1 56)385 751515 .76 23 2 0- o 2 581400 781540 .74 29 3 m 3 4 EIt 4 5 w 0) 6 y 7 (V 7 0 rn Notes; •Caritaal Cacirs'ry V uoc:CZDDn Ea.muorls(Cl,C2,C3,PC),Carresicn Ino-..c(q,{ASTM G101)=23.01(C4•32-303;.12C(C1)•1R51Si)•17.25(11.7.29(CJ:;t.t-0.10{N](P1.33.35(?a') PcmffeNS)=C•5130.S120• I•73•T:.aCtCrrd4•mail5r v,':0.5a Cat{iw. .Mns.lcr 1P.vjis.R.`,'.C.. 75 CC•1(SN9)=C•gdn.41y5•(Cr•ma" '5•(t.5•C84115 CE3(CEI).,Cs(6!n59•(S-(24i•LC-V3)•(rL1401•01o74{r 011:41 hereby certify that the material described herein tum been made to the applicable ABS CERTIFICATION specification by the electric are furnacdcontinuoua cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satefactory results_ Signed: I hereby certify that the content of this report are accurate and correct.All tests and c� State of Indiana,County of Whitley Sworn to and subscribed before me z operations performed by this material manufacturer are in compfrance with the Cri requirements of the material speduicatiens and applicable purchaser designated requirements. this day of Z O Todd Bashford E ? Signed: Signed: My commission expires: as J Form F-0;00-0O5 02- t rev 9 Duality Manager Notary Public ZO0 ASTM A6-14.6:A signature is riot required on the test report;however,the document shall dearly identify the organization submitting the report. m Cr) Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 5 O •u t`o W 7 '- O CO • ��Steel Dynamics,lnc: CERTIFIED MILL TEST REPORT Printed:03/09 f 2020 [Dag Preallets Gr op • Produced:03 107 P 2020ca Snani11 lielals r Ship-to: Customer# 000004 Bill to: .o 2601 S.County Road700 East Sugar Steel Sugar Steel E Cawmt r City,Indiana 467262521 State Streel 7 .a' 1261462543100 1260)625-8950 FAX Chicago State Street Z Heights IL,60411 US Chicago Heights Il,60411 US Quality Steol100%EAF Melted and Manufactured in the USAAttn: Rece}ving Ater Receiving mRecycled content:PC a 68.0%,PI a 27.0% I Q iSO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATiON SPECIFICATIONS. SHIPMENT DETAILS BOL 6100005587655-26880.00 lbs o Standards Grades' Z Product Wide Flange Beam ASTM A6/A6M-19 d N Bundle/ASN# Length pcs Cust PO I Job/Reference is Size W 12X14 n.ASTM A9921A992M 11 A992/A992h1 ---- ASTM A572iA572M-18 A572 r50/ x345 061205660 40'0' 8 CH 110198 r co310X21 9 9 081206063 40'Cr 8 CH-110198 co Heat Number A175847 ASTM A709/A709?A-17e1 A709 gr501gf345 061206687 40'0' 8 CH-110198 Conditions As-Rolled -15 M270 gr345/gr50 CSAG40.21-13 54WM/3451MIA 061206688 40'0' 8 CH-110998 Fine Grained 061206689 40'0' 8 CH-110198 Fully KilledASTM A36/A361.1-19 A36 iA36M O ' 0l4tUL7lmeesthc ruemcnlsofASTMA992,A572-50,A7096O,A529-50,' 061206655 x.0'0" 8 CH•110198 No Weld Repair Z A36 andA709�9;AASHTO FA270 SD arid h117030;CSA 3004 345Yv and 35triM. a) O co co CHEMICAL ANALYSIS (weight percent) 'O 'c M C Mn P S Si Cu Ni Cr Mo Sn V NbMCb Al N B *C1 *C2 *C3 *PC *1 Analysis Type .06 .81 .009 .025 .19 .30 .12 .09 .03 .014 .035 <.001 .003 .0140 .0003 .25 .286 .22 .13 5.56 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft-Ibf/J m Strength Strength fy/fu 'b Bong. Test F i C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi/MPa !mit MPa ratio 18"gage} 1 45 0_ 1 55/380 711490 .78 26 2 CL o 2 561385 701485 .80 28 3 0i. io 3 4 E * 4 5 w 6 co • V o) 7 Notes: 'Caradscd Chocolaty Vantas Caton Eepr.awns(Cl.C2.C3.PC).Crewire liana(tq(ASTM 0101).28.01(0.4.35F4.1.ae(Cr)•1.4:(Se•17.2?0.)-7,2e(curn)-e.10i1U)(P}3a3e;Qr) PaniAWS)=Cr&Ido•Nnr2o.ccornui130.GlSMmsits.w10.68 CE191W}'C•NrB.(Co Mo.Vp5.jh{.L4I5 0E21A'd,5}=C•Illa•SYk3.(C.Ma'V0f5•(re,CsJ15 C[3{CET}=C•(u'.M3)•(Sir4).(Cut)•(NAS).(l.104)•(VI14) I hereby certifythat the material described herein has been made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.AN tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z Z operations performed by this material manufacturer are in compliance with the Zrequirements of the material specifications and applicable purchaser designated requirements. this day of Si ned: Todd Bashford ., AP E g Signed: My commission expires: c J Fees F. ioo.oc,.e51 ms a Quality Manager Notary Public Z 0 ASTM A6-14.6:A signature is not required on the test report:however,the document shall dearly identify the organization submitting the report. aW Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 2 of 3 O J MI ren W • V co • , 0)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/11/2020 Lyng AraeiLcts Group Ship to: Customer# 000004 Bill to: Produced:03/08/2020 ti SI=Tar..mint::L.::::xr 2501 S.County Raid 700 East Sugar Steel Sugar Steel aa Columbia Cly,Indiana 46725 .2521 State Street 2521 State Street E co (260)625-5100 (250)625-6953 FAx Chicago Heights IL,60411 US v9 9 Chicago Heights IL,60411 US Z , Quality Steal 100%-EAF Melted and Manufactured in the USA Ann; Receiving Attn: Receiving Ce ' Recycled content;PC=68.0%,PI=27.0% • = < ISO 9001:2015 and ABS Certified • CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS • SHIPMENT DETAILS ROL#0000587948-39200.09 lbs O Standards Grades* Product Wide Flange ASTMA61A6M-19 Bundle/ASN# Length pcs_ Cust PO I Job/Reference ECD t N Size W 12X14 s ASTM A992/A992M-11 A992 i A992M a 4 ASTM A572/A572M-18 A572 gr50igr345 061206793 50'D' 8 CH-109789 co M Heat Number A1758431 ASTM A709/A709M-17e1 A709 gr501gr345 061206794 50'0' 8 CH-109789 061206796 50'0" a CH-109789 Condition(s) As-Roved AASHTO M270M/M270-15 M270 gfJ451gr50 061206797 50'0- 8 CH-109789 Fine Grained CSAG4D 29-93 SOWMV345MYft 081206803 50'0' 8 CH-109789 Fully Kilted ASTMA96/A36M-19 A36/A= 061206804 50'0' 8 CH 109789 O No Weld Repair 'SCR-MULTI meets a the rega:romen:s of ASTM A902.A572-50,A700-50,A529-50, Z Age and A705-35;PASHTO/1270-50 and 51270-36;CSA 300'.5 345W and 350W. 061206805 50'0' 8 CH-109709 a) M CHEMICAL ANALYSIS (weight percent) C Mn P S Si Cu Ni Cr Mo Sn V Nb/CbA[ N B *C1 *G2 *C3 *PC *I Analysis Type ;,,f,") .06 .83 .010 .012 .20 .33 .15 .12 .04 .013 .033 <.001 .003 .0103 .0002 .27 .302 .22 .14 5.77 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Tamp Absorbed Energy ft-fbf/J En Strength Strength fy i fu %Slang. Test F i C Specimen 1 Specimen 2 Specimen 3 Average Minimum ' 2 Test ksi I MPa ksi I MPa ratio (8'gage) 1 a I 55/385 71/490 .79 29 2 d to 2 581400 731505 .80 28 3 o3 4 N M E It 4 s 4o s m o) 7 U Nco) Nvans: •ccieJo1n)CMmhiay vakesr,Caton ErNOolents(C1,Cy C3,PC],CerTesrre rndap(q(AS7b1 C10t)426.01(Cu)•,a8(NI)s1.20)Cr}.1.4S1I6q+17,29(P)-7ZB(Cupi)-9.10(NNP)-33,25(CI'1 Pcm(AWS1=G8,3341n2e.CL2a.K.Ea•Cirhrnar15•V110•:A cul(a'41=C•Mn9.(cr.krn•yy5•Lra.r ria cea(Aw$)=c.tcn.slks.(cMMo.vys.(h7.Ov)/15 0E3(CM•C•(alcvs)•(8)24).(Ca5)•(M401,•1111aM•(yt14) I hereby codify that the material described herein hes been made to the applicable ABS CERTIFICATION specification by the otectric arc funwceleontlnuous cast process and tested in accordance with the requlrornente of American Bureau of Shipping Rules with satlafactory results. Signed: ' I hereby certify that the content of this report are accurate and correct. AU tests and State of Indiana,County of Whitley Sworn to and subscribed before me U operations performed by this material manufacturer are in compliance with the Z requirements of the material specifications and applicable purchaser designated requirements. this day of uS OF 0 Todd Bashford " m Signed: Signed: - My commission expires: ED( canr=$100-022415+my8 Quality Manager -, Notary Public Z p ASTM A6-14,6:A signature Is not required on the test report;however,the document shall clearly identity the organization submitting the report. m U) Notwithstanding the absence of a signature,the organization submitting the report Is responsible for the content of tlw report Page 1 of 2 Lu o w - . ., W m W O '- 0 0 v) • steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/1612020 tOf �/1� '� Croup Ship to: Customer# 000004 Bill to: Produced:03107 f 2020 a 2601 S.Counryn d7aa Rai ' Sugar Steel-CPU Sugar Steel E N Columbia City.tnelana 46725 Cust.HU-Sugar Steel 2521 Slate Street Z co (260)6254100 (260)625-6950 FAX r Chicago Heights Chicago Heights IL 60411 US to Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STF¢t IL,60411 US Attn: Receiving = Q Recycled content:PC=75.0%,PI=22.0% Attn: Daryl Gunter ISO 9001:2015 and ABS Certified CMrR complies with EN 102043.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL it 0000588664-12320.00 lbs lo Standards Grades'NProduct Wide Flame Beam ASTM A6!A61.1-19 Bundle/ASN# Length _pcs Cust PO i Job/Reference Size W12X14 w ASTMA992/A992M-11 A992/A992M031205300 55'0' 8 CH-109790ASTM A572/A572M-18 A572 gr501gr345 •01 W310X21 ASTMA7091A709P.f-17e1 A709 gr59JgfJ45 061206297 55.0' 8 CH-109790 Heat Number A175862 Condition(s) As-Rolled AASHTO M270M/M270-15 M270 gr34Slg(50 Fane Grained CSA G40.21-13 50Wd'J345WM Fully Kited A36/A36M-19 A36/A35M - • Z No'Nekf Repair �SDI,ti1ULTI n vols Gee requvensents o[isSYA18982 A572-50.AS2a-SO,A7ri9 50,dt270 50,A3$, A70936,11270 36,CSA3D0V. CSA345WIt1,CSh35a4I , 0) CHEMICAL ANALYSIS (weight percent) cm CMn P S Si Cu Ni Cr Mo Sn V Nb/Gb Al N B *C1 *C2 *C3 *PC *1 Analysis Type 08 .82 .009 .019 .23 .40 .13 .09 .03 014 .032 1.001 .003 .0088 .0003 .28 .321 .24 .16 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield{fyl Tensile(fu} Temp Absorbed Energy it-lbf/J pco p Strength Strength fy/to %Eiong. Test F/C Specimen I Specimen 2 Specimen 3 Average Minimum = Test ksi/MPe ksi/MPe ratio {8'as a 1• a O a 1 59(405 74/510 .80 27 2 • O. o 2 56 i 400 74/510 .79 27 3 `m 2 3 - 4 o N.4 5 W p0) 6 N 7 0 cn Notes: Y`Ica,eNf Chteadstry values:canon -artnts{et.C2,C3,PC).Ccrresies In:1u(1,1{SSW 0161).26,a1(Cu).288{ti).1.:3(G)•1.47t5i)•f7.29(P).72?{Culttti)6.lo(t5x?)-13.3.9(Cury ikat(A1.5)•C.S .Mn.10.Cw2e04s0.Ct2ehrsA5N710.56 Cal(IRV):.-CoA,5.(Cr.:40.Vs.,04i.Cuy15 GE2(AW 0.pea.5gs.(cr Na.V)'S.p5.0 115 CE3tGET}=C•tunln)•mina).tCns)•viva)•pzer4).(11!44) . I hereby certify that the material described herein has boon made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested in accordance - with the requirements of American Bureau of Shipping Rules with satisfactory results. • Signed: d I hereby certify that the content of this report are accurate and correct. All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the - __. , Z requirements of the material specifications and applicable purchaserdesignated requirements, this day of0 _ Todd Bashford ,i,�. ,ll/ E Signed: Signed: My commission expires: Z 0 -1 rormFetreQQ24rer C5a Quality Manager Notary Public `mCJ) ASTM A6-14.6:A signature is riot required on the test report:however,the document shall dearly identify the organization submitting the report. E w Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 0 3 1W-. U CO # Steeltynamics,Inn: CERTIFIED MILL TEST REPORT Printed:031181.2020 Long Products&myShipto: Customer# 000004 Bill to: Produced:03 1 07 1 2020 m S:_L.Yu2 RV k, rj 2501 s,County Road 700 East Sugar Steel-CPU Sugar Steel EColumbia City,Ind'ana 46725 co Cum.P1U-Sugar Steel 2521 State Street 0 d' 1260)62540109 (260)625-6950 FAX Chicago Heights Z aoChicago Heights IL,60411 US in Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving m Recycled content:PC=75.0%,PI 22.0% Attn: Daryl Gunter • = Q ISO 9001:2015 and aas Certified . CMMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000589102-40320,00 lbs o Standards Gradas' Z N • Product Wide Flange Beam ASTM AS/A6M-19 N Bundle Jr ASN# Length pcs Cust POI Job/Reference a v Size W12X14 s ASTM A992/A9926-11 A992 rA992M a 061206715 60'Cr 8 -CH-110269 r W310X21 ASTM A572/A57214-18 A572 gr5D/gr345 0) ASThtA709IA709M-17e1 A709 gr501gr345 061206716 00 0" a -CH-110269 Heat Number A175846 061206717 60'0' 8 -CH-110269 Condition(s) As-Rolled PASHTO M270A4/M27o-15 M270 gr3451gr50 061206718 60'0' 8 -CH-110269 Fine Grained CSA G40.21-13 5OWMJ345WM Fully Killed ASTM A36/A36M-19 " A36/A36/4 061206719 6O'O° 8 a~H-110269 o •Se)MULTlmoatsthec mrementsofASThIAOS2,AS72Sa,A52959.A709SO,t927050.A36. 061206714 60'0" 8 -CH=110269 Z No Weld Repair al a tr1270 36,CSA�30aw CSA345WA1,CSAbSOW. CD O c rn CHEMICAL ANALYSIS Bight percent) 'e M C Mn P S Si Cu Ni Cr Mo Sn V Nb!Cb Al N B *C1 *C2 *C3 *PC *i Analysis Type .06. .84 .010 .023 .22 .32 .14 .10 .03 .013 .033 <.001 .003 .0121 .0002 .26 .300 .22 .14 5.73 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(ty) Tensile(fu) Temp Absorbed Energy it-lbf IJ to Strength Strength tylfu %Etong. Test F!C Specimen S � ratio P'e penmen 2 Specimen 3 Average Minimum 01 Test ksi/MPa ksi I MPa 8" a e 1 *b a- 1 ,-58l40D 72!495 .81 28 2 d o 2 571395 72!495 .70 27 3 m 2 3 - 4' o * 4 5 Ca N. 6 O cn 7 Notes: -woole ;my%inks=Carina Equiraeit6(C1,C2.Ca,PC),Comlon lrC x(U+{,STh1 6101) 26.01(Cy)•3.&9TH§)+9.2DYS)+1.e$(Si).17.2W'}7.2D(Cakht)-9.101n1};P 39lCay porn,AWS)=0.540.314(2p•Ctt6prC1615etCtd2a+nailS+Wi a se C81{fW}C.Mn8t(Cr.Mo•Vy5+(ts•C4n5Cr_2(,'nS.$}- pin.50.04,(Crhfc..ey5tR:CM/15 CEJ(CES}4C•(MtuL•).($1124)*(0.15)•(,1t4'40).(M61414(Vt➢4) t hereby codify that we matodal described herein has boon made tome applicable ABS CERTIFICATION specification by the electric arc furnacetcontinuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory.results. Signed: • v t hereby certify that the content of this report are accurate and correct.All tests and - State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specificatlens and applicable purchaser designated requirements. z this day of. Todd Bashford - E j Signed: Signed: Mycommissionexpires: el O FamF87D0-cox454rav8 Quality Manager Notary Public I 0 ASTM Al)-14.6:A signature Is not required on the test report;however,the document shall clearly identify the organization submitting fhb report. E lL Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report ; Page 1 of 1 o J co IL 7 H. 0 CO • 0Steel Dynamics,Mc: CERTIFIED MILL TEST REPORT Printed:03/26/2020 Lang Products Croup Ship Produced:03!24!2020 srrw,��2a,1 R�'at+si to: Customer# 000004 Bill to: d 2901 S,County Road 700 East Sugar Steel-CPI/ Sugar StS Columbia City,Indans 4672S tr E co (260)025-8100 (260}62S•a9S0 FAX Gust NU-Sugar Steel 2521 State Street Z to Quality Steel 100%EAF Melted and Manufactured in the USA Chicago Heights Chicago Heights IL,60411 US ° SUGAR STEEL iL,60411 US mr- Recycled content:PC=75.0%,Pr=22.0% Attn: Daryl Gunter Attn: Receiving I Q ISO 9001:2015 and AES Certified CM TR conrph'cs wWU:EN 10201 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL/r0000590304-10140.90lbs p Standards Grades' Z Product 1/Vide Flange Beam ASTi IA6/ABM-19 CD Size W1l; g sASTMA992fA992M-11 A002/A99csi 2 Bundle iASN# Length _pis Cust PO I Job/Reference e VV410K38.8 ASTMA572/A572M-18 A572 gr50/gr34$ 061216457 65'o- 6 CH-109489 L c'") ASTMA709/A709h1-17e1 Heat.Number A176548 A7o9 gr5a'g�45 • Condition(s) As-Rolled MSHTO M270M1M270-15 M270 gr3451gr50 Fine Grained CSAG40.21-13 501^/f.1/3451NM Fully tilted ASTM038/A3t3Pfi-19 0361 A361.1 Z No'Nerd Repair 'SDI•f1:Ut71 meets cne requirements of ASTM A992,A572-50,A52fr-5D,ATC0-56•XM270-SD.ASS, A709.36•M270.34,csam0'ty,CSA9451M.t.CSA3SOW. a) C) CHEMICAL ANALYSIS (weight percent) v C Mn P S Si Cu Ni Cr Mo Sn V Nb!Cb Al N B *C1 *C2 *C3 *PC "i Analysis Type r`) .06 1.01 .018 .022 .23 .31 .08 .14 .03 .013 .031 .001 .002 .0104 .0004 .29 .333• .25 .15 5.79 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Ener Strength Strength 9y ft-lbf 1 J CO fyifu f Elonp. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum t,) Test Asi!)dPa &si/MPa ratio {8"gage} 1 I 1 57/395 73/505 .78 20 4t CI- 2 O 2 57/395 73/505 .78 29 3 a.`m 23 4 E 4 5 w 1Z: 6 ten G) 7 ✓ ch Notes: 'Calm{e1 s:r C tday Voices:Caracn Egvivaents(Ci,C7 C3,PC%Corrosion tadax( (ASTM Wails 20.D1(Cu}.3.DS(h)).1.'rC(C:).1,45(Si).17,7g(.)7.59'CaVah9.16(1.` pl 3.5s9tCal Perot/Mt}=C.Si/30.1•.r,74.Culp.t.:90.Cr2Onta'15.Y,te*53 cel fuvo.c.r.nt7.Cr.:a9•V}6•Ihu.cay15 C95 tkVrsl C•(un.s4s.(C.tao.Vys.[Kr 0415 C55lCET}=C*(Mat).($v24).(CO).KM)•(4164)*-0914,) I hereby certify Met the material described herein hag been made to the applicable specification by the electric arc fumacelcantinuow5 cast process and tested to accordance ABS CERTIFICATION with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: hereby certify that the content of this report are accurate and correct All tests and U operations performed by this material manufacturer are in compliance v,ilh the State of Indiana.County of Whitley Sworn to and subscribed before me Z requirements of the material specifications and applicable purchaser designated regtrrcmenis. co this day of Z O Signed: Todd Bashford �r� E D Signed: My commission expires: Foot,r�1o7 ort cs rove Quality Manager t6 J Notary Public Z O ASTM AS-14.6:A signature is not required en the lest report;however.the document shall clearly identify the organizaiian submitting the report m Cn . Notwithstanding the absence of a signature.the organization submitting the report is responsible for the content of the report Page 2 of 2 o u 4- W tri ILI U () 44 SteelDjmalnlcs,Inc: CERTIFIED MILL TEST REPORT Printed:04121 /2020 LwrgProducts Grow Ship to: Customer# 000004 Bill to: Produced:03/06/2020 $htt'1rs canoriaa'riv'm E 2441 S.county Road 700 East Sugar Steel-CPU Sugar Steel Cdumb`r City.Indians 4672.5 Cush.P/U-Sugar Steel 2521 State Street Z rn (260)6Z5-0100 (26062S-895o FAX Chicago He jhts Chicago Heights IL,50411 US Lo Quality Stool 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,50411 US Mn: Receiving m Recycled content:PC>e 68.0•G,Pi a 27.0% Daryl Gunter X < ISO 9001:2015 and ABS Certified ChMTRoomp//es with EN 102043.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS 1304.#0000593663-10560.60 lbs oStandards Grades' •N Flame Beam ASTM Afi/A4M-19 Product Wide Fla Li v Size W12X22 x ASTM A992/A992M-11 A992/A9921d Bundle/ASN## Length _pas Gust PO Job/Reference n ASTM A572/A572h1-18 A572 gr501gr345 061205336 60'0" 8 CH-111500 N c W310X32.7 ASTM A709IA709M-17e1 A709 gr50/gr345 Heat Number A175903 AASHTO M270M/M270-15 M270 gr346/gr50 Condition(s) As-Rolled Fine Grained GSA 040.21-13 50WM/346WM Fully Killed ASTM A36/A361.t-19 A38/A36M G No Weld Repair '801-SIULT1 meets the requirements of ASTMA992,A572-Sa,A703-50,A528-50, Z A30 and A708-36;AASHTO 4t270-80 and 111270-35:CSA 300W.345W and 350W. m 0 -- rn CHEMICAL ANALYSIS (weight percent) c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *1 Analysis Type .05 1.03 .009 .022 .24 .30 .12 .09 .04 .012 .032 <.001 .003 .0125 .0004 .28 .322 .24 .14 5.59 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(ty) Tensile(fay I Temp Absorbed Energy ft-lbf/J m Strength Strength fy/fu Sr.Elong. 1 Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi 1 MPa ksi I MPa ratio 8"ga e 1 ve 0- 1 55/350 701485 ,77 27 2 fL o a 2 631365 69/475 .78 29 3 `1 M 3 4 o * 4 s . N- B re N 7 U cn Nobs: •Cakttatae Ch.rristry Water Careen Egca.anrm(CI.CZ C3.PC).C4roshCn In4ex(4 fASTU G1011.25.01(Cu)+3,88{15)•t.20(Ce)•1.41iS1.17.2301-7.28::.u)(tV7-0.10(i5){P L33(Cury Pem(A'A'S)=CoS12.5«hrnrAkCu/26,10aaatCOTDMmrts•v10.58 CEI OW)=C.MAM3+(C(•tteW)5.{t ti•Cuy'15 CE2 AW$1=C+(I,n.S(W(cr*uo y5.(M.Cu)i16 CC3{CE7)�C.(Meet•(S024)•(Cr/5)a(4646)*RCM*(4614) I hereby COM fy that the material described herein has been made tethe applicable ABS CERTIFICATION specification by the electric etc fumaca'centinuous cad proceaa en9 tested in accordance Val the requirements at American Bureau of Shipping Rubes with®dLsfactery results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and Z operations performed by this material manufadurer are in compliance with the State of Indiana,County of Whitley Sworn to and subscribed before me requirements of the material specifications and applicable purchaser designated requirements. this day of u5 Z o Signed: Todd Bashford � - E Signed: My commission expires: co O Form F-6100.00a0s4r*:a Quality Manager Notary Public .. m ASTM A6-14.6:A signature is not required on the test report:however,the document shall clearly identify the organization submitting the report. orW Note thstanding the absence of a signature,the organization submitting the report is responsible for the content of the repast Paget of 5 O 'J 11.1 ch W 3 I-- O (1) • 0)Steel Dynamics,Inc: • CERTIFIED MILL TEST REPORT Printed:04 r 21 12020 Long PraxisOrm2Ship to: Customer# 000004 Bill to: Produced:03/05 1 2020 `m Sur-1'02 rd R 0415;a7 ,Q 2601 S.County Road 700 East Sugar Steel Sugar Steel E Columbia City,Indene,40725 2521 Stale Street 2521 State Street Z 0, (280}02x9100 (tea)6268450 FAX Chicago Heights IL.60411 US Chicago Heights IL.60411 US .. to Quality Steel 1 00%EAF Melted and Manufactured In the USAF: Rec&eiry Attn: Receiving • o Recycled content:PC=68.0%,PI=27.1W. I Q ISO 9001:2013 and ARS Cried CMTR compiles with EN 10204 3.1. . GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000593623-15200.00 lbs o • Standards Grades' Z Product Wide Flange Beam ASTfd ASIASM-19 N a ASTDAA982/A992M-t1 A9321A992id Bundle/ASN# Length pcs Cast PO(Job/Reference a Size W12X19 —" a `r ASTMA572/A572M-1 B A572 gr501 x345 061205592 50'IT 8 CH-111099 2 M W310X28.3 g 061205591 50'0•' 8 CH-111099 en Heat Number M75897 ASTIR A7091A709M-Vol A709 gr501gr345 Condition(S) As-Ratted AASHTO M270fd.M270-15 M270 gr345/gr60 Fine Grained CSA 640.21-13 SOWM1345WM Fully l ➢ed ASTM A35/A36141-19 A36/A35M o No Weld Repeir 'SD[M1ILT1moots the regveemuNscfAS7(A002.Ab72.53,Ad09-50.F520S0. Z 1A38 end A703-30;AA3H7O M270-50 and M270-36;CSA 300W,345W and 350':1_ oo rte) CHEMICAL ANALYSIS (weight percent) _ rn 'c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .08 .94 .010 .020 .24 _30 .13 .11 .04 .014 .033 <.001 .003 .0116 .0003 , .30 .342 .26 .17 5.68 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield{ty) Tensile(fu) JTemp Absorbed Energy it-lbf/J m Strength Strength ti I Ili %Elong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum co Teal kat/MPa lot/MPa rade (8"gage} t I * a 1 57/395 72/495 .78 29 2 d o 2 57/395 73 i 505 .78 29 3 a) co 3 4 E 4t 4 5 s N 7 U O) Notog: 'Catuawd Cherr4:uy V civet Camera Eq.rialcrt1(Ci.CZ C3.PC).Corrosion seex(q{nSTtt G601}=25.o1(010•1eE[N}.tC(Cr).+,i5(&).1x261[P)-7.2P{Nlrm-o.met'eiir 33.3%Cu' PtRs[AY,84...C«5rf30.r0/20•Cuf20M:i5aCrI20.rra'15+via69 Cat(rtth}=CsMne.[C.Mcr*V', r4.+Oiy%5CE2rpAWSlq,+(00m$yG(Cr4.;e*V *(tll.CuytS CES{CEE1).Cs(1A•($024)•(Crr5)•0+t1t0)+(Ma[l)+('(It4) I howdy certify sheathe materiel daatrfboa hcrain has been made to the applicable ABS CERTIFICATION Specification by the eleclrtc arc furnace/continuous cast process and tested in accordance with the mini romcnts of American Bureau of Shipping Rules with satisfactory results.. Signed: v I hereby certify that the content of this report are accurate and carrecL All tests and Slate of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance With the requirements of the material specifications and applicable purchaser designated requirements. this day of rn Z / ° Todd Bashford m F- Signed: ,7 i ! Signed: My commission expires: Z Fan F Fo4190.002A54 ra+a 0uaSty Manager Notary Public .. 0 ASTM A6-14.6:A signature is nal required on the test report;however,the document shall clearly identify the organisation submitting the report. m Notwithstanding the absence of a signature,the organ¢atlon submitting the report is responsible for the content of the report Page 3 0l 5 oLU 2 LU u) W 7 I— O to C C m o, m c I-- 9 m o o z r- ID —1 113 OC 3 • !J Z II6sTgs zo; (S)..2aB,9 . 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Ell C ' •55:ZI:AT Ol/3Z/1 In3.:D 1511 1ITX O!I3UIR37 •1.311X2110 -.LUIS zoom r.3 ID 4 CERTIFIED MATERIAL TEST REPORT Pace 1/I s. /� /��rpp . ® CUSTOHEliS11lPTO CI7STt711FRRILI-T(] GRADE SIIAPl•lSIZE llOCU\11TI717: �r 71 ( �r i��� SUGAR STEEL CORPORATION SUGAR STEEL CORPORATION 9�2/A572•}0. Wide Flange Scam I I6 X 261!410 0000181829 E • 7�Gi IGG��// M- ■` 2521 STATE ST 2521 STATE ST _ X 38.8 co CHICAGO IIEIGHTS.IL 60411-4335 CHICAGO HEIGUTS,IL 60411-4335 LENGTH PCS 1VEIGHT IIEATi13ATCI! Z US-ML-PETERSBURG USA USA 6000" 6 9.360 LB 60128816/03 mN25801 FIOPHEIMF.R WAY ZS 2 CD PETERSBURG,VA 23603-8905 SALES ORDER CUSTOMER MATERIAL N' SPECIFICATION IDATE arREVISION USA 8219701/000930 ASTM A6.17 .VS?ht A7o9-17 CUSTOMER PURCIIASE ORDER NUMBER BILL OF LADING DATE ASTM AD92.11(NIS),A572-IS o CH-105813 1330.0000126767 09/223/2019 CSA G40.21-t33iS,VM Z d 2 M - .� V' CHEMIICALCO>4POSITIOY �r -- fA M % % 44 ? 51 i/o ?.o1v o/ V T i Al Jo 0 ole o % 0.08 0.85 0.011 0.025 0.23 0.35 0.25 0.13 0.050 0.010 0.003 0.007 0-002 CHEMICAL COMPOSITION CEyA6 0 �29 z MECHANICAL PROPERTIES p YS 0.2% P S Y ri nIh rn srA c v 62040 74840 428 516 0.330 5.000 M 62410 74760 430 516 0.840 8.000 MECHANICAL PROPERTIES an Llfs' 200.0 21.80 200.0 23.10 CO = COMMENTS]NOTES * Cl- 0 O O. CD CD d coco E 0) O w CO = N O rn U z In Z The above it urea are csni lied chemical and physical test records as contained in the permanent records of company.We ecrtily that these data arc cornet and-in compliance with I • O specifier!requirements.Weld repair has not been performed on this material.This material.including the billets,was utchcd and manufactured in the USA.CMTR contplics with EN cu R 10204 3.1. R J Z 0 al lAs:Alt t'ALcMANCIEL a"...4.4,. '` /' G-'� 1./1„` ALICI!Prl Cil)uizU E QUALITY u:saerS1Z ✓[�L t i W (/ rgtrnr-lit'asKuaaxct;1164. .2 J Ui Phone 4091267-1071 lavail:l!hro a.Yalarnanchilif�gcrs_:r,cnm Phone:0:0)324-?351 Email:Alicc.piuii(on4'4--ertlnu.io:n 7 CERTIFIED i<IATERIALTEST REPORT Poste I/1 CUSTOMER SI IIP TO CUSTOMER BILL TO GRADE SHAPE I SIZE _ DOCUMENT ID: G G E R DAU A9921A572-50 J u Flange.Beam/ 12 X 161}/310 000037E 103 d SUGAR STEEL CORPORATION SUGAR STEEL CORPORATION E N 2521 STATE ST 2521 STATE ST 7 (0 CHICAGO HEIGHTS,IL6E411-4335 CIIICAGOIIEIGIITS,IL004t1-1335 LENGTH PCS WEIGHT IBlAT/BATCH ? M US-ML-MIDLOTHIAN USA USA 00W 14 13,440 LB 58039967102 al a 300 WARD ROAD I CO MIDLOTHIAN,TX 76065 SALES ORDER CUSTOMER MATERIAL W SPECIFICATION/DATE or REVISION , USA. 82261004)00070 ASTMA6.17 ASTM A709-17 CUSTOMER PURCHASE ORDER NUMBER BILL OI'LADING DATE ASTM A192-.1I(2013).A572-15 Z CII-105858 1327.0040342015 09/30/2019 CSA CI4 21-133+swu d C) 0, M Q CHEMICAL COMPOSITION • /p (7 f (�� �, �/) CO cc Itl Is 70 s �� u lb NO 7o a ,y /ol 0.09 0.93 0.009 0.030 0.19 0.22 0.13 0.10 0.035 0.004 0.001 0.019• 0.003 CHEMICAL COMPOSITION - CEyyA6 Q 0 0.30 - - z _ - ro MECHANICAL PROPERTIES0 est UTA Ni?. r O 0) Y PSC�° P51 4kg Ira-Tali 59729 73341 412 506 0.S 10 8.000 c 3 60059 73488 414 507 0.320 5.000 -StECHAN ICAL PROPERTIES MILL [leo. 200.0 24.60 200.0 24.60 m_ _ . COSLMENYS/NOM a as co o 0 co E co O8 NO1 - 7 0 rn • U z U) zThe above figures arc certified chemical and physical test records as contained in the permanent meads orcompany.We ecaity that these data arc correct and in casnpiiancc with • N O specified requirements.Weld repair has not 1.:cn performed on this material.This material.including the billets,was melted and manufaciwcd in the USA.CMTR complies with EN E n 10204 3.1. Z 0 /�//_l BIULSKAa V.MfM c1LI13 `7, _A5'.1UL J.441'eurrs O W i r :/N/ E QUALM'n�.=.crts� 4v,A:re ti�suunxC tirc c J H W nate.ft09)267.1072 Email:i31iact,mYatrraa:iNgzrdsueani 1'hrti.r:972-779-31 IS Frail;AV2-.!e.7i-n!pina7k_vdae.cum 7 I- 0 (/) 0,SYeel Dynamics,Inc: CERTIFIED MILL TEST REPORT rrintea:10/17!2019 Long Products Group Ship to: Customer# 000004 Bill to: Produced:04/23 12019 „StIC:At'0':1 Rai 1A1•icia•r 601 S.County Road 700 East Sugar Steel-CPU Sugar Steel :olumbia City,Indiana.6725 Cust.P/U-Sugar Steel 2521 State Street E ?60)625.5103 (260)025-8950 FAX Chicago Heights Chicago Heights IL.60411 US co Z N luelity Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving mtocycled content:PC=75.0%,PI rr 22.0% Attn: Daryl Gunter ca o SO 9001:2015 and ABS Certified I m :MTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000568254-15360.00 lbs Standards Grades' Z Product Wide Flange Seam ASTMA61A6M-17a Bundle/ASN# Length _cs Cust PO l JobfReference m M Size W12X16 ho-AST 1 A992IA992M-11 A992(A992M — — — • n v ASTM A572IA572M-18 A572 gr501gr345 061058985 60'0" 8 CH-106531 W810X23.8 061058982 60'0" 8 CH-106531 ' M Heat Number B163126 ASTMA709/A709M-17e1 A709gr50fgr345 ConditlOn(S) As-Rolled AASHTO M270MiM270-15 M270 gr345igr50 Fine Grained CSA G4021-13 50WM/345WM Fully Killed ASTMA36tA36M-14 A361A36M o No Weld Re air `SDI-MULTI meets the requirements otASTM A992,A572-50,A529-50,A709-50,A1270-50.ASS, Z p A709.56.M270.36,CSA30OW,CSA345Yr7d.CSA350W. 8 N CHEMICAL ANALYSIS (weightpercenl) C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *1 Analysis Type .07 .84 .012 .007 .22 .38 .11 .10 .04 .015 .032 <.001 .003 .0100 .0004 .28 .314 .23 .16 5.83 Heat MECHANICAL TESTING CHARPY IMPACT TESTS (available only when specified at time of order) • Yield(fy) Tensile(fu) Temp Absorbed Energy ft-lbf I J m Strength Strength fy t fu %Elong. Test F l C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi I MPa ksi/h1Pa ratio {S"gage} O a- 1 561385 72/495 .78 28 2 a. co 2 571395 731505 .78 29 3 a`1 c`) 3 4 E rn 4 $ rn '`c7) 6 a 0 a) 7 Notes: t w,f,,in Cne,riveyv.I„va Ctuben Equivalents(CI,C2.CS,PC), Carroson tr,ecx( (A57r,I G101)=W.01(cu)*3,Ea(tr+l.2gca1+1.45(61)+laaair'-7.2s(cu}(r:;y-9,10m,)(P) .s:,icVl PsnKAWS}=C.S131h:,1n20.000+r::t3.Crro..„nit5wno-59 cE1 plw}=C.Ynl6+(cr+hto.vys.lta.c0t5 CO2(AWS}=C+pdn•SiW0 (Cr.Rr .V175-.(a.C'4rs CE2(CEC)=C+(Mafi)•(Sir24)«(Cri5)+(N144)+(4fa4)-(Wt4) I hereby certify that the material described herein has been made to the applicable ABS CERTIFICATION specification by the electric are furnace/continuous east process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: Z I hereby certify that the content of this report are accurate and correct. All tests and State of Indiana,County of Whitley Sworn to and subscribed before me — operations performed by this material manufaGurer are in compliance with the Zrequirements of the material specifications and applicable purchaser designated requirements. this day of O dr E J Signed: Todd Bashford ' � & Sinned: My commission expires: Z 0 Frsrr.F-61ta-oc2-5 to.s Quality Manager - Notary Public a)1_ W ASTM A6-14.6:A signature is not required on the test report:however.the document shall clearly identify the organization submitting the report. E _1 Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 4 of 4 u) W M i— f.) 0) • • 4. SteelDynamics,inc: CERTIFIED MILL TEST REPORT Printed:1012612019 Wag Products Gimp Ship to: Customer# 000004 Bill to: Produced:1011612019 ct 2e01 S.County 700 East Sugar Steel-CPU Sugar Steel E Ccttanbla Cwtt,Indiana 46725 Cu,st.PIU-Sugar Steel 2521 State Street Z re) (200)625.8100 (Zee)625-8050 FAX Chicago Heights Chicago Heights IL,60411 US a m Quality Steel 100%EAF Melted and Manufactured In the USA SUS STEEL IL.60411 US Mn: Receiving m <- Recycled content:PC r.75.0%,PI=22,07. Mn. Daryl Gunter = Q no 9001:2015 aed ABS Certified CMTR compiles with EN 10204 3.1. . GENERAL INFORMATION SPECIFICATIONS ,SHIPMENT DETAILS SOL»000056925®-12090.00lbs O Standards Grades' ar c� Product Wide Flange Beare ASTM A5/A6M-17a m g Bundle/ASN of Length pct Cust PO J JobfReference M Size W16X31 s ASTM A992IA9926t-11 A9921A992M _ 061139015 65/9- 6 CH-105659 = ai W410X46.1 ASTM A5721A5121A-16 A572 gr507gr345 N Heat Number A169531 ASTM A709IA7091tt 1701 A709 grSOfgr345 Condition(s) As Bolted AASHTO M27061114270-15 M270 gr3451gr50 Firre Grained CSA 640.21-13 5l7JYP.tl348F.^.4 • Fully Killed ASTM A361A36M-14 A36/A3611.9 Z No Weld Repair 5D1-MULTI meets the requ m-r±r2s atA�STGS AS92.A 72-50.x525--50.A709.5Q.M270.51.AS6. A7091G.M270 S,CSA10Q'N.CSA345 7Et,CSFs35A'N c 0) CHEMICALANALYSIS (we+9htpercent) c M C Mn P S Si Cu Ni Cr Mo Sal V Nb/Cb Ail N l3 *C1 *C2 *C3 "PC *1 Analysis Type ..._ ._�..-. .032 <.001 --- - .06 1.07 .014 .023 .22 .36 .10 .12 .04 .013 .002 .0100 .0003 .31 .344 .26 .16 5.87 Heat • MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy It-Ibf/3 m Strength Strength fy I fu %Etong. Test F f C Specimen 1 Specimen 2 Specimen 3 Average e.tlnimum . I Test ksi 1 MPa ksi f MPa ratio (8-cage) i • p 2. 1 58/400 731505 .79 26 2 d o 2 581400 741510 .78 27 3 r0 3 at 4 . o rn 4 5 u) 0) 6 C.) cm 7 Notes: .C.30;00...d Ghenis:i„Vm.,ei.CAT,Onr .ivdsrx1 (et,c2.Cs.PC).Carwion mo (t(ASA!Clii)-24,01(CO 43.r ;Ps).124(Cr)•1.dfi(S.17.26(P).7-2Wa[4).9.1a(t51(P13ir5(Cu') PcmIAWS1.C•SVII>I14120•CG52W444•41a7+4.....15.Y11e,58 C€9(m).=-C•MnB1•(Cr•re.o.Vy5.(1•S.O.en5 Cfa1t'.S)•C•(Ya.S:ya.(CrsA:wVkS•IfeCteff5 C52 icer-C•(Mn5p•t5tQ41.46R0)•tK14.7) i1,a40-•6'17:) I heretrycertify facet the material described herein has been mado to tho epplicablo • ABS CERTIFICATION specification by the electric arc tunraeercontinuous cast process and tested In accordance with the requirement*of American Bureau of Shipping Rules with satisfactory results. • - Signed: Z -------I-h,ereby'ceitifytttat=the'content'Qt 11115 repflrtare*accurate anarcoeect=Alt i0sts anti--/---'---''''''--State`of indiana:County of-Whitley-Sworn to-and-subscribed-before me operations performed by this material manufacturer are in compliance with the Zrequirements of the material specifications and applicable purchaser designated requirements. . this day of O r) Todd Bashford EE J Signed: Signed: My commission expires: Z 0 For.a1e3-ce2.o54 rav a Quality Manager Notary Public a`t W ASTM A8-14.5:A signature is not required on the test report ho°.tever,the document shall dearly identify the organization submitting the report. E . Notwithstanding the absence of a signature,the argentzatien submitting the repeat is responsible for the content of the report Page 3 of 3 N W 7 I-- U co )stee!Dynamics5Inc: CERTIFIED MILL TEST REPORT I-rintea:12113/2019 Law Products Gnaw Ship to: Customer# 000004 Bill to: Produced:11 /30/2019 s- 601 S.County Road 700 Ea i t Sugar Steel Sugar Steel :olumbia City,Indiana 46725 2521 State Street 2521 State Street E u} 260J 625.8100 (200)625-8950 FAX Chicago Heights IL,60411 US Chicago Heights IL,60411 US Z in duality Steel 100%EAF Melted and Manufactured in the 11SAAitn: Receiving Attn: Receiving Vs ti tecycled content:PC=75.0%,P1 s 22.0% 2 Q SO 3001:2015artdABS Certified 101 TR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS SOL g0000575455-10210.00lbs Standards Grades" O Z Product Wide Flange Beam ASTMA6/A6M-17a Bundle/ASN# Length pts CustPOIJob/Reference ... `om Size W12X16 »ASTM A942/A992M-11 A992/A992ha 061150220 40'0" 8 CH-108002 n ' ASTM A572/A572M-18 A572 gr50/gr345 U) M W310X23.8 ASTMA70B/A709M-17e1 A709 gr50/gr345 06175021 B 40'0' 8 CH-108032 Heat Number A171545 AASHTO M270MIM270-15 4,1270gr345/gr50 Condition(s) As-Rolled Fine Grained CSA G40.21-13 50WM/3451AIM , Fully Killed ASTM A36/A36M-14 A36/A36M o No Weld Repair 'SDI-MULTI meets the requirements ofASIMA992,A572-50,A529-50,A70950,M270-50.A36. Z A709.38,M270-36,CSA300W,CSA345WM,CSA350W crn CHEMICAL ANALYSIS (weight percent) '= M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B .*C1 *C2 *C3 *PC *I Analysis Type .06 .84 .021 .017 .25 .37 .11 .13 .04 .014 .033 <.001 .002 .0099 .0003 .27 .314 .23 _14 6.35 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft-Ibf/J CO Strength Strength fy/fu %Elong. Test FIC Specimen 1 Specimen 2 Specimen 3 Average Minimum 2 Test ksi/MPa ksi/MPa ratio (8"gage) 1 1- O 2 o 1 58/400 741510 .79 28 2 a 8 2 59/405 741510 .80 27 3 Eco 3 4 o 0) 5 N rn 6 • U rn 7 Notes: •Catc.;Irud Chun�say Valles:Caen Eo.rakrrs(C1,C2.C3.PC).Crxrosm Index(4(ASTLt G1cup 2e.61(Cu).AEGW71.7.2otcr).1.49(si}.17.2"AP)-72.Cuy(Ni)-3.7tY,tu)(P).33,aa(3,' Pcm(AWS}=C*$ O.r,1n2D+C412e.NifE).Cd2u+mdts.Vna56 CEI(IhW)=C.44:s4(Crthlo.,)d5•(r:i.00.15 CE2{AWS}=C.(hts.S,}5+(Cr.M3•V.5.(Ni•Cuy1 S C23(C5TI.C•(t/Lirti)-(51043-(Cn51+(5,1401-{f,rc'4),0,7140 I hereby certify that the material described heroin has been made to the applicable ABS CERTIFICATION specification by the electric arc furnacelcondnue us cast process and tested In accordance with the requirements or American Bureau of Shipping Rules with satisfactory results. Signed: z I hereby certify that the content of this report are accurate and correct. Ali tests and State of Indiana,County of Whitley Sworn to and subscribed before me operations performed by this material manufacturer are in compliance with the Z requirements of the material specifications and applicable purchaser designated requirements. this day of 0 E 3 Signed: Todd Bashford Signed: z O Form F r10D-0Q2A54 rov6 Quality Manager My commission expires: (nNotary Public pm w ASTM A8-14.6:A signature Is eat required on the test report;however,the document shall clearly identify the organization submitting the report. Li.' Notwithstanding the absence of a signature.the organization submitting the report is responsible for the content of the report Page 5 of 8 co LU O I— C) u) . c14%)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:01/21 /2020 Long ProdnctsGiomp Ship to: Customer it 000004 Bill to: Produced:01 f 19/2020 6'• S:raQrnJam?Rzl Eio ut .00 2601 S.County Read 700 East Sugar Steel Sugar Steel Columbia City,inc in Columbia g 2521 State Street 2521 Slate Street 3 r- (260)eZt-oleo (260)G2;.8950 FAX Chicago Heights IL,60411 US Chicago Heights IL,60411 US Zrro Quality Steel 100%EAF Melted and Manufactured in the USANth Receiving Atte_ Receiving m Recycled content:PC=75.0%,PI 22.0% 2 33 ISO 9001:2015 and ABS Certified CIATR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL>F0003580085-22800.00lbs ZStandards Grades' o.3 Product Wide Flange team ASTM A0fA6M-19 Bundle!ASN# Length p cs Cust PO I Job/Reference y ASTM A9921A992M-11 A992 f A992M a M Size W12X19 -- W310X28.3 ASTMA572JA572M-18 A572 gr501gr345 061177907 50'0' 8 CH-107859 s 061177909 50'0" 8 CII-107889 Co c") ASPM A7091A7091.4-17e1 A709 gr501gr345 Heat Number 13173470 061177905 50'0- 8 CH-107869 Condition(s) As-Rolled AASHTO M270-MJM270-15 M270 gr345Igr50 Fine GrainedCSA G40.21-13 50Wt.113451IYM Fully Killed ASTM A361A36R1-14 ABS IA36M G No Weld Repair 'Sol-MULTI meets the requirementssofASTAMA992.A572.50,A709-50.A625-60. Z A.16 andA709-36;AASHTO At270.50 end A127Cv6:CSA 306W,34SW and 350W, CD o N CHEMICAL ANALYSIS (weight percent} c C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb At N B *C1 *C2 *C3 *PC *I Analysis Type .05 .95 .010 .017 .24 .32 .10 .10 .03 .059 .035 .001 .003 .0098 .0003 .27 .309 -.23 .14 5.71 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy fi•Ihf 1J Strength Strength ca fy 1.fu o Elong. Test F I C Specimen 1 Specimen 2 Specimen 3 Average Minimum I Test ksi 1 MPa Its!l MPa ratio {8-gage} 1 -at 1 a. 1 581400 731505 .80 29 2 d o 2 601415 741510 .81 28 3 `m 2 3 4 o ce 4 5 w 6 . 3 N 7 U a) Notes: •cWaIottiCAari:dry Valuer C•'ar3on Eggtoicots(Cl.C2.C.I.P 1.Ccrrocian C•rd tt(A,S1St G101).26.07 1.6.•2. rS.f.2C'C .1.,*S1.17.2?P 7,291 jl(Nll-E:10ttJ;'P CO{t!N').C+rtrw. ( ) t J ) ( t t- ]-33,39LCu'I Pcm(i.1•.o'Ic C.;;!rap•'rrrtO.Cur24.,L"S�.G�9•nxaf75.vn n.50 (Cr.tdo•�],'S+Ctrl+CuV15 C[2{6.L•rS'y=C•(Gtn•St5*(Cr•t:wV�1S•7�•n'+Caul S CEt(CET}n C r(M.n.6]r La!('•i).fC15J*(r.`-0}+(.!6.!4]•Ci+t37 I hereby certify that the material described herein has been mado Rothe applicable - r ABS CERTIFICATION specification by the electric arc tumace,'ceatinuous cast process and tested in accordance with the requirements,of American Bureau o1Shipping Rules with satisfactory results. Signed: I hereby certify that the canton(of this report are accurate and correct All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z aperations perforated by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements. this day of cnZ Todd0 Bashford . a 1O E j Sioned: Signed: My commission ex ires: t0 .__I Fon:1 F.61304.4'Y' re.s Quality Manager Notary Public p Z 0 ASTM A6-14.6:A signature is not required an the test report:however,the document shall clearly identify the organization submitting the report y to Notv.ithstanding the absence of a signature,the organization submitting the report Is responsible for the content of the report Page 2 of 2 O LUJ N W 3 I- C.) u) #)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:01123 1 2020 Lung Group Ship to: Customer# 000004 Bill to: Produced:au/18 1 2020 ti S:, ftrd a-sj Rad Clitsaa 2601 S.Cosy Road 703 east Sugar Steel Sugar Steel cm Columbia City,Indiana 45725 2521 Slate Street 2521 State Street • Z (260)625-8100 (260)5254990 FAX Chicago Heights IL,60411 US Chicago Heights IL 60411 US c Quality Steel 130%EAF Melted and Manufactured In the USAAtn: Receiving Attn: Receiving mRecycled content:PC=75.0%,Pt=22.03'. I m ISO 9001:2015 and ABS Certified CMTR complies with EN 102043.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL A0000580488-35200.00los o Standards • Grades" Z Product Wide Flange Beam ASTM Al/A6111-99 `m " g Bundle 1ASN# Length pcs Cust PO Job/Reference C M Size W12X22 $AST}fiA992fA992ff-1'1 A992lA992At -- vr ASTMA572(A572M-18 A572 r50( r345 051777637 50'0- 8 GH•107889 M W310X32.7 g g 061177640 50'0" 8 CH-107889 Heat Number B173479 ASTM A7091A709M-17e1 A709 gr5O/gr345 Condition(s) As Rolled PASHTO M270M1M270-15 M270 gr345/gr50 061177641 50 0' 8 CFI-107889S CSA G40.21-13 50WM1345W1.9 061177632 50'0- 8 CH-107884 Floe Grained Fully KilledASTli9 A36(A36M-14 A26 1A35/4 • O No Weld Repair -snf-t.1Ul,Ttmeets the requirements atASTM A952,AS7253.A703-50,A529.50, z A36 and/,709.36;AASHTO M270-50 and 11270-36;CSA300W,345W Sad 350W. C N CHEMICAL ANALYSIS (weight percent) 'c C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC "1 Analysis Type .08 .99 .013 .010 .22 .33 .11 .14 .04 .015 .031 .001 .003 .0110 .0004 .32 .353 27 .17 5.80 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at tiale of order) Yield{fy} Tensile(fu} . Temp Absorbed Energy ft-lbf/J Strength Strength co fy I fu %Elong. Test FIC Specimen 1 Specimen 2 Specimen 3 Average Minimum I Test ksi/MPa - kst/MPa • ratio _j,83�gage} 1 . C+ 0- 1 56/386 75/515 .75 28 2 EL co 2 571395 75/515 .76 28 3 m M 3 4 co E rn 4 5 .2 � 6 et m ce 7 0 rn • Notes. 'Caletimed Churls-try Valaes:[rOne EG..'telar•s(Cl.C3.C2.PC).Corrosion treks(t'(ASTat Gwl?2fwee.}.3.e5;N)a 1.2C{C0,1.4545,)61736(P.7.2£{Cu)(ta:.$.10(Ni)15'1- 36(C;r'1 Fcm(A 5)=C•SsrWat20,cu20.ra.to.eri-23H-.:al s.art0.56 Cal tlrr;6C.Mn5.(Cr*Morv,s•(ts.clr1s CO2 f:.v.S}=C.ih!n.S16.4C.1.10.y,s.(,vi.CvnC a€s{CET).C.( ,u)*(S1,24),gars).151140J.(Mo5).p p1-) t hereby comity that the material described heron has been mado to the applicable ABS CERTIFICATION specification by the electric are furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana.County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements. this day of vi z Todd Bashford / a1 i= Signed: Signed: My commission expires: 0o —I r,FuF-6i C-ao2.05 •r roa Quality Manager - (\clary Public Z ASTM AG-14.6:A signature is not required on the test report:hoe.ever,the document shall clearly identify the organization submitting Inc report L. o W Notwithstanding the absence of a signature,the organization submitting the report Is responsible far the content of the report Page 3 of 3 O .2 W co W 7 t— U U) I cgto SteeIDyrta n cs,Inc: CERTIFIED MILL TEST REPORT • . Printed:01 /23 1 2020 Long ProAntsGrayp Ship to: Customer# 000004 Bill to: Produced:01 /18 1 2020 d Srrrfa-axe P.2,‘CMS= ,p 2601 S.Couny Road 700 East Sugar Steel Sugar Steel E Ccttunbia City,Indiana 46725 � 2521 State Street 2521 State Street • Z (260)625-8108 (Ma)625-S950 FAX Chicago Heights IL,60411 US Chicago Heights IL 00411 US el Quality Steel 100%EAF Melted and Manufactured In the USAA tin: Receiving Mn: Receiving CD r Recycled content:PC=75.0°/.,PI=22.0% I CO ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1, GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#000,0580488-35200.00 the O Standards Grades' Z Product Wide Flange Beam ASTM A6/A6M-19 d ch n ASflAA992/Ag9265-11 A992/A992raa Bundle!ASN# Length pcs Cust PO[Job/Reference a Size W12X22 081177637 50'Cl" 8 CH-107889 W310X32.7 ASTMA572/A572ht-18 A572 gr5Digr345 NI- u) coASTM A709/A709M-17e1 A709 gr501gr345 061177640 50'0" S CH-107899 Heat Number 8173479 061177641 50'0- a CH-107889 Condltlort(S) As-Rolled AASHTO M270M1M270-15 M270 gr345/gr50 Fine Grained CSAG40,21-13 50WM1345WM 061177632 50'0" 8 CH-107859 Fully Killed ASTM A36/A36M-14 A36/A3t31.1 O No Weld Repair -SDI-dd11LT1meets the requirements ofASThtA992,A572-So.A700-50,A520.50, Z A36 and A709.10;AASHTO 14.1270,-50 and 51270.36;CSA 300W,3n5W and 350W. O N CHEMICAL ANALYSIS (might percent) rn �, M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al _N B *C1 *C2 *C3 *PC 9 Analysis Type .08 .99 .013 .010 .22 .33 .11 .14 .04 .015 .031 .001 .003 .0110 .0004 .32 .353 .27 .17 5.80 Heal MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) view(fy) Tensile((a) Temp Absorbed Energy ft-)bf I J m Strength Strength fy!fu %Elong. Test F!G Specimen I Specimen 2 Specimen 3 Average Minimum 2 Test ksi/F.1Aa ksl!MPa ratio {8-Hage} i O 0_ 1 561335 75 1 515 .75 28 2 • CL o 2 57/395 75/515 .70 28 3 1- co 3 4 Cl) E rn 4 5 co r 6 a (N 7 ✓ co Notes: 'Calculated Chemistr•Valens:Canon E Chemistry q./veieras(Cl.C2.C3,PC),Cwrmlsn dneex(k(ASl'.et G107)=ea.G1(C1}.3.BFi;AS)•12C(Cr)•1,4N5)•17.20(P).7.2£aiCu)(2;y4,.10[ti)(F)-33,59(Cu') Ftm?j2:.'S)=C•S:a?•7.rN2G.CarR9•rv,sA.Crpe.mil:+Vit6.53 Cal(Inrrr-C•htru5+(Cr,Mo•V,5.Ni.Cuy15 Ct2(AY.h-)C•(14ws4/5.(Cr.1.7oW)6.Ni•Cuy15 CE.3(CET)"C4(.4'nSS).(S024).(Cr/5)•(t:ii40).(Meg).(Vlt1) I herebyeortity that the material described herein has been made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested in accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana.County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance v.41h the requirements of the material specifications and applicable purchaser designated requirements. this day of to Z Signed:Si Todd Bashford A E � g Signed: My commission expires; , coZatq___ JO Forts r bier o2c rr.e Quality Manager co, F- Notary Public ASTM AS-14.6:A signature is not required on the test report:however,the document shall clearly identify the organization submitting the report. 1- W Not sithstanding the absence of a signature,the organization submitting the report Is responsible for the content of the report Page 3 of 3 O J Lu u) W U U) 1 i - • CER'1'lFIED MATERIA 1.,TEST REPORTParr Ill CUSTOMER.SHIP TO CUSTOMER IMLL'I'O GRADE slh',PE SI7.E DOCUMENT a`I ' A992/A572-50 Wide 1%angc Beam / 16 X 264 1410 0040202255 CO • SUGARSTE•ELCORPORATION SUGAR STEEL CORPORATION O S2l STATE5'l' ]STATE 57' ;K 38.5 Z ‘ _.,-_<..,,__--- .. .,-. ClI1CAG0lIE7GIITS.lLG714114335 CIIICAGO[IEIGIITS.ILb0411-{335 LSNOTII PCS li'}1GF1'1' HEAT;BATCH M LJS-,ti1L-PEI1sR`i13URG USA USA 40'00' 6 6.240 LB 611131156/07 • 2 8 25801 1-IOPHL1MER WAY - PETERS13URG.VA 23803-8905 SALES ORDER CUSTOMER MA'fERIAL N' SPECIFICATION f DATE or REVISION USA83409311000020 • ASTM A6-17 ASTM A709.1; 1Z - CUSTOMER PURCHASE..ORDER NUMBER BILL OF LADING • DATE ASTM A992.11(20153,AS72-15 M CII-106959 1330.0000133760 01117/2020 CSAG1D2t-I??-15W.t co .0 U) M CIIEMICALCOMPOSITION - (r� 11 pp S }} ru, li Sr Igo y'�',, V Nb �7V1 dFa 6.o iV ja b V u % V:V. uta • 0.10 0.88 0.013 0.026 0.23 0.30 • 0.13 0.10 0.040 0.009 0.002 0.007 0.003 C11P2.IICAL COMPOSITION o CEvy.A6 Z 0.30 V N O lA %CECIIANICAL PROPERTIES L7 Ni S 5 re) Y Psi!a VP 41Pa 1 Yflu ati nch 69900 80800 482 i 557 0.860 8.000 . 68800 81360 474 561 0.850 3.400 MECHANICAL PRoPERTii••s GC E1si1tg. co 200.0 20.30 = 200.0 20.40 L_ Oa .CcMMo:YrS.11 OYES ` O - N M M OOff) N r • 7 lA O rn U • Z rn Z 0 m -. co D Thr.above figures are certified chemical and physical lest records as contained in the permanent t records oft mpany,We cerci fy Ibnt Ihe;e data an:correct and in compliance with Z 0 spiel tied requirements.Weld repair hus not been performed on this material,This material.including Etc billets,8435 melted sad mallUlactured in the USA.CMTR complies with EN 1- u) 10204 3.1. m W 1 /�J� O ,,1 - / •�j Gid f 13111A.VAR YAt..�MANC117L1 ,/e, `/ fiaa,C ALICE 17TCC6URD €n LLI ►"}, QUALITY DIRECTOR ly(.I,GCr.. (j.• �- [-!. V QUALITY,4S}UtG+IXCL'11GFC 44)Steel Dynamics,inc: CERTIFIED MILL TEST REPORT Printed:01/31/2020 Long Products group Ship to: Customer# 000004 Bill to: Produced:01/19/2020 aI Srruhl;tt.nziP 1ald5.'ri 2601 S.County Road 705 East Sugar Steel-CPU Sugar Steel E Columbia City.Indiana 46725 Cust PIU-Sugar Steel 2521 State Street Z N- (260)62`-8100 (260)525-8950 FAX Chicago Heights Chicago Heights IL,60411 US Ca co Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving Si Recycled content:PC v 68.0%,Pi=27.0% Attn; Daryl Gunter = m ISO 9001:2015 and ABS Certified C!ATR complies with EI/10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL 4 0000581655-3344Q00 les C Standards Grades' Z s- Product Wide Flange Beam ASTM A61A6M-19 Bundle/ASN# Length pcs Cust P01 Job/Reference pfl co Size 4V12X19 r,ASTM A992/A992M-11 A992IA992r11 ()55177890 55'0' 8 CH-107893 W310X28.3 A572/A572/.1-18 A572 gr50/gr345 N M 1' 310X28.3 ASTM A7091k700M-17e1 A709 gr5Orgr3.5 081177892 55 0' 8 CH-107893 Heat Number 8173471 061177893 55'0- 8 CH-107893 AASHTO 1.t27014U1.1270-15 111270 gr3451gr50 Condition(s) M-Rolle'd 061177883 55'0' 8 CH-107893 Fine Grained CSA G40.21-13 50WMI3451111L3 Fully Killed ASTM A36tA36M-14 A36/A30M O No Weld Repair SOi•�:''JLTl meets/ho rcgl/aemcnL atf.S7htA59z, 2-50,h74 s0,A52�5o, A28 and A709-34:AvSHTO M270.5U and M27036 CSA 2•.001'W.345W and 3501','. O rn CHEMICAL ANALYSIS (weight percent) c ; C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 'C2 *C3 *PC *I Analysis Type .05 56 .007 .021 .23 .29 .09 .09 .03 .032 ,034 .001 .002 _0099 .0003 .27 .304 —.23 _14 5.48 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(1y) Tensile(fu) Temp Absorbed Energy ft-Ibf I J m Strength Strength fy i fu %Elong. Test FIC Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi I MPa. ksi I MPa ratio 0-gage) 1 O 0- 1 591405 73/505 .81 29 2 0. 0 2 60/415 73/505 .82 28 3 cp aI co 3 4 orn 4 5 y y 6 O en 7 Notes: •Ca',oin:c¢CneriritryV..guoc CalOon Equivdaras(CI,C7.Cd,PC).Canacioe I•555It,IA5TM61011'26.01(Cv).3.66{M).12D(Cr).1A5(SIJ•17.25(1' 7.20[CullK)-3.10(M;(P1-33..3siC++''I rKm;A2/S)=CGS.s.7+rtn2C+CtId9.n4L'0•Crf'a.rt415•vn 0.513 CESCIPAT=C'Mn5.(Cr.1.1o.Vp5.Ir4.Cuy15 CE2 CA•:•S)=arelu.syb.(C(.Mo.V06.t:\i.Ceyla CET(CET)=C•(r:ns).(S..24).tC.SJ•(16140J•4140fr)•1V1141 . thereby certify thattho material described heroin ha.been made to the applltablo ABS CERTIFICATION epecif'rcatle n by the electric arc fumace/continuous cast process and tested In accordance • with the requirements of American Bureau of Shipping Rufos with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct. AI tests and cU State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in corepfwance with the us requirements of the material specifications and applicable purchaser designated requirements_ this day of Z `� Todd Bashford ��, . E Signed: Signed: My commission expires: re —I , r F-6100-c .c6 o2 'ra,ra aualityManager -, Notary Public ._. co 0 ASTM AG-14.6:A signature is not required on the test report;however,the document shall clearly identify the organization submitting the reperL aII±1 Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 2 O W in W F- O (/) cti`�►Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02/05/2020 ` Laeda gProcts&cup Ship to: Customer# 000004 Bill to: Produced:01/26/2020 y S:Rxn n1 R82i i AJ a 2601 S.County Road 700 oast Sugar Steel Sugar Steel EColumbia City,rrWiara45725 N 2521 State Street 2521 Stale Street Z C'.J (250)625-8100 (260)025-6950 FAX Chicago Heights IL,60411 US Chicago Heights IL,60411 US co Quality Steel 100%EAF Melted and Manufactured in the USAAttn: Reo(vtng Attn: Receiving w Recycled content:PC=68.0%,PI=27.0% X < "ISO 9801:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL A 0000582368-32760.00 lbs o Standards Grades' ZM Product Wide Flange Beam ASTM A6/A6h1-19 Bundle/ASN# Length pcs Gust PO JoblReference ce is M Size W 16X26 b ASTIR A992/A992M-11 A992/A992P.[ a ASTMA572/A572M-18 A572 r50/ x345 061182371 35'0` 6 CH-108352 :E '' W410X38.8 g g 061182372 35'0- E. CH-108352 Heat Number A173822 ASTMA7091A709pA-17e1 A709 grb0.rgr345 061182373 35 0" 6 CH-108352 Condition(s) As-Rolled AAsHrOM270M/M270-15 M270gr345/gr50 061182374 35'0" 6 CH-108352 Fine Grained CSA G40.21-13 SDW:.1l345WJfd 061182375 35'0" 6 CH-108352 Filly Killed ASTM A36/A3614-14 A35/ASSM o' Weld 'SCI-mUL1'1meets the requirements of AST1.1A972.A572.50,A709-50.1529-50, X1182359 35'0" 6 CH-108352 Z No Repair ASS and A700.36:AnsitTo M270-S0 and 1.1270.36:CSA 300M 345VJ and 350'.V. m. v o N CHEMICAL ANALYSIS (vieight percent) 'o rn c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al' N B C1 *C2 5C3 *PC "I Analysis Type .07 .98 .008 .028 .20 .29 .1D .08 .03 .014 .033 <.001 .001 .0107 .0003 .29 .321 .25 .15 5.42 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Tamp Absorbed Energy ft-1bf/.1 In Strength Strength fylfu .Elong. Test F/C Specimen 1 Specimen Specimen3 Averags_ Minimum I Test ksi/MPa ksi/MPa ratio {8"9a9 O._ 1 O - 1 54/370 69/475 .78 27 2 p- 0 2 54/370 69/475 .75 30 3 y rn 3 4 Eo *4 5 + 6 w 00) 7 Notes: •C ia:laioi Chearrhsuy:alcoe Carton Equ.aicntr(C1,C2,C.I.PC),Ccrosicn Incex(ti{ASTU 0101)e25.011Cup•3.54n1).1.2eyG)•7,35(51)•17.29tP1-7.28;Cu)i41ry.3.:d:k1(P)33.39(4wt PcmlA1'.S)=c•.ira eNr112e•Cu9`C+ti4A,QfM•mo,35•Yl10.5e Cci(Ov.'p.C.2et.s•CCr,M:a,4}V5,(t.5.Ce)n s c[2(i.v.5}:;•(1Urr•Si1.ti.(Cr.610•Y}J5e(h5•Ctr)/tS CE)16511=C•(111a)J+(sr4]+{Cr/S1.(33140)401,0.'4,1+0.314) I hereby certify that the material described herein has been made to tho applicable ABS CERTIFICATION specification by the electric arc Cuntace/continuous cast process and tested In accordance with the requirements of American Bureau of Shipping flutes wall satisfactory results. Signed: Li I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me z operations perfonned by this material manufacturer are in compliance with the Z requirements of the material specifications and applicable purchaser designated requirements. this day of • Todd Bashford . A� ,'r o H Signed: Signed: My commission expires: CED keenF-GLLC-L42-P5-:rr:a Quality Manager _ Notar/Public L 0 ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly identify the organization subrrritli ng the report. at LLI Noivithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 3 O w N W 7 I-- L) ct) Cy 4 Steel namics,Inc: CERTIFIED MILL TEST REPORT Printed:02/24 f 2020 LcnvPreei'ets&reap Shipto: Produced:01 /26/2020 Lct�m.:,:rai,�.ii Gn rp Customer# 000004 Bill to: • a 2601 S.County Road700 East Sugar Steel Sugar Steel Columbia City,Indiana 46725 2521 Slate Street 2521 State Street • co (250)025 8100 (260)625 8950 FAX Chicago Heights it,60411 US ZM g 9 Chicago Heights IL,60411 US coQuality Steel 10D%EAF Melted and Manufactured in the USAAttn: Receiving Attn: Receiving 0P- '.,Recycled content:PC=G8.0PI=27.0% = < ISO 9001:2015 and ABS Certified CMTR compiles with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL A0000585484-12489.00lbs 0 Standards Grades' Z Product wide Flange Beam ASTMA6/A6M-19 Bundle/ASN# Length pos Cust PO l Job/Reference *ASTM A982IA992M-11 A992/A992M p, M Size W16X26 061183178 40'0" 6 CH-109781 r Nr W410X36.8 ASTM A572JA572M-18 A572gr5Qrgr345 ASTMA709/A709M-1701 A709 gr50i gr345 961183177 40'0' 6 CH-109'l61 Heat Number A173835 Condition(s) As-Rolled AASHTO M270M/M270-15 M270 gr345/gr50 Fine Grained CSA G40.21.13 50111/345NM Fully Killed ASTM A30/A36M-19 A36/A36M o No Weld Repair -SOI-MULTI meats the requircmala oIAST61 A982,AS72-50.A709.50,A529-50, Z A26 and A709-35;AAStiTO M270-59 and M270-36;CSA 300'M.3454 and 3507M v N CHEMICAL ANALYSIS (weight percent) vC Mn P S Si Cu Ni Cr Mo Sn V NbfCb Al _N_ B *_C1 *C2 *C3 *PC *I_ Analysis Type c,,, .07 1.03 .009 .029 23 A2 .12 .09 .03 ,015 .033 ^‹,001 .001 ,0100 .0003 .31 .347 .27 .16 5.73 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Weld(fy) Tensile(fu) Temp Absorbed Energy ft-Ibf I J m Strength Strength fy/fu %Elong, Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum o3 Test ksi/MPa ksi/MPa ratio _(6"gage) '— = 1 57/305 74/510 .78 29 2 it 0- oo 2 59/405 74/510 .79 28 3 cp c) 3 4 d M 5 E 4 • .° cp 6 N Y 7 3 C) a) Notes: •C lc„Imm Chemin-V.iucn;Cram Egcivalthdi(C1,C2,CJ,PC),Cowsion.lkuhm(4;A5TlM G101)=75,91[Cn)*3.an(Ki)•1.2r(Cr.1.3(Sid*17.25(F')-7,27(CuM 5.101r`24Pial,35(C:P) Pen1(AWS)=C•Si290.arl0.Cu20•tt:+311.020-maYS*Vi10'5a3 CEO(IIW)=C.rdnS*(Cr.Ma.Vp5.(M.C.015 CE2(5W61- f.i;n.Siyf,.(Crodo•VIfS*(NI•Catt15 Cm(CET}.,C•(u1rR1).(9024}*(C.15}•{,V.443.(Mc 4}.N114) I hereby certify that the materna)described heroin has been made to the applicable ABS CERTIFICATION specification by the electric arc furnace:continuous.cast process and tested in accOrdence with the requirements of American iurcau of Shipping Rulon with satisfactory rosette. Signed: . I hereby certify that the content of this report are accurate and correct.All tests and State of Indiana,County of Whitley Sworn to and subscribed before me U operations performed by this material manufacturer are In compliance with the . Z requirements of the material specifications and applicable purchaser designated requirements. ui this day of 0 Signed: Todd Bashford . .,,, d Signed: My commission expires: EJ FarmF-5tOt�2-054rar5 Q�ilyManager - Notary Public as Z o ASTM A6-14.6.:A signature is not required on the test repel;however,the document shall dearly identify the organization submitting the report. r- U) Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 3 of 6 m W OJ 2 W co W I— O U) # Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:0311D12020 Long Producl5 GIJLD Produced:03101 12020 Long crud r'3:arotp Ship to: Customer if 000004 Bill to: 2 2601 S.County Road 706 Eat Sugar Steel Sugar Steel E Columba City,Indiana 46725 2521 Stale Street 2521 State Street Z co (260)025-8100 (250)626-8056 FAX Chicago Heights IL,60411 US Chicago Heights IL,60411 US Quality Steel 100%EAF Melted and Manufactured in the USAA Receiving Attn: Receiving co Q Recycled content:PC=65.0%,Pt.27.0% X1S0 9001;2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS ©OLla 0000537794-28080-00 lbs o Standards Grades* Z M Product Wide Flange Beam ASTMA6/ASM-19 Bundle 1ASN# Length pcs Cust PO f JobiReference a a ASTM A9921A992h9-11 A992/A992!li Size W12X26 061202946 45'0" 8 CH-110164 - - s M W310X38.7 ASTM A572/A572M-18 A572 gr501gr345 061202947 45`0" 8 CH-110164 CO Heat Number A175367 AST!1A7091A709!.7-1701 A709 gr501gr345 Q69202944 45'0' 6 CH-110164 AA.SI1T6 M270!Nh9270-15 M270 gr3451gr50 Condition(s) As-Rolled Fine Grained CSAG40.21-13 50WM1345WM Fu6y Killed ASTM A36/A36M-19 A36 t A36M o NO Weld Repair -50I-MULTI moats the I q raments orAS T T.1 A952,A572.56,A709-50,!529-50. Z A3G and A703-56:AASHT0 1.1270-50 and 1.1270-36:CSA 300W,345W and 350Y.. CD V O N CHEMICAL ANALYSIS (weight percent) •o rn c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *f Analysis Type .07 1.26 ,010 .023 .21 .31 .13 .12 .07 .011 .037 .001 .002 .0082 .0003 .35 .390 .30 .17 5.71 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fyl Tensile(fu) Temp Absorbed Energy it-Ibf l J m Strength Strength fy i to %Elong. Test F!C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test tui I MPa lcsi f MPa ratio (8"gage) i R_ O O 1 58/400 741510 .78 27 2 Q. o 2 58(400 781525 .77 27 3 u. m c'r) 3 4 e0 5 orn r .- s 7 N 7 U Nolen: •Cic+Ia's4 CIem i/Wd=;Cartai EGurratade[C1.C2,C3,PC).Cwro&an Lidos(q fAST61 G 101).25.01(Cu).3,ad;1\1).1.211(Cr1/.1.49[51).1725[P1-720;Cu)(.Yi}210(N:(P)-3322[Ct) Pem;AWS)mC•S..0+1.1n2C.Cu20.1.K4110•Crr1]•mo'15*Y11 a*59 CCI(II411-,C•ti +{Cr•Ato•Yj15+[ANCu;:15 CE2{AWE't.C.(11.i•5I}'8•(Cn:ls•V)65•(64i•Ga:J15 CE3(C9I)=C.IMr+51.(5724)•1015)•[M1.'42).fBs14)•(Vii 41 f hereby certify That the material dcacribad heroin hail been made to the applicable ABS CERTIFICATION specification by the electric arc lamaeereontinuous cast process and tested in accordance with the requirements of American Buroau of Shipping Reles with satisfactory results. Signed: V I hereby certify that the content of this report are accurate and correct. All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturerare in compliance with the requirements of the material specifications and applicable purchaser designated requirements. this day of ei Z T m ,, Signed: 1®dd Bashford �� Signed: My commission expires: E O r,,,,,,Fag Ftc42002-054rcxa Quality Manager I Notary Public ASTM AS-14.6:A signature is not required on the test report;however,(ha document shall clearly Identify the erganization submitting the report. E 1±11 2 Notwithstanding the absence of a signature,the organization submitting the report Is responsible for the content of the report Page 1 of 2 W to W 7 I- O 0) c"�° `.. Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/11/2020 Lcixi Proeeets croup Ship to: Customer# 000004 Bill to: Produced:03/08/2020 O 2604 S.County Rosa 700 Seat Sugar Steel Sugar Steel E Columbia City,Indtana 46725 2521 State Street 2521 State Street c*) (26D)825 B100 (2m0)425 8950 FAX Chicago Heights IL 60411 US d gChicago Heights IL 60411 US Z co Quality Steel 100%SAF Melted and Manufactured in the USAAItn: Receiving Attn: Receiving a i r•-•Recycled content:PC=68.0%,PI=27.0% = < ISO 9001:2075 and ABS Certified CMTR complies with EN 10204 3.9. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS EOL nt0000587948-39200.00ills 0 Standards - Grades' ? Product Wide Flange Beam 7+STlAA61A6M-79 Bundle/ASN# Length th m m ASTM A992IA992ft-11 A992/A992M — = pcs Cust PO�Jr)b/Reference CL 0-) size W12X14 CS v ASTM A5721A572M-18 A572 gr50igr345 1266793 50'0' 8 CH-109789 .- W310X21 M ASTM A709/A709M-17e1 A709 gr501gr3345 061206794 50'0' 8 CH-109789 Ci Heat Number A175843 061206706 50'0" B CH-109789 AASHTO h4270M1M270-15 M270 gr345/grSD Condition(s) As-Raged CSAG4021-13 5fl'�Jh9/345Nrst 061206797 5O 0' 8 CH-109789 Fine Grained 951206803 50'0" 8 CH-109789 Fully Killed ASTMA361A36M-1D A36/A36).9 Weld '501-MULTI meet.Su,roeremen�of ASTM A592.A572.5D,A709-80,A520-50, 061206804 50'0" 8 CH-199789 o No 1Yeld Repair A36 arsdA709-36;AASH O1.1270.50 and M275-36;CSA 300W,345W and 355W. 061296805 50'0" S CH-109769 Z o Nr HEMICAL ANALYSIS (might percent) crn M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 *PC *I Analysis Type .03 .83 .010 .012 .20 .33 .15 .12 .04 .013 .033 <.001 .003 .0103 .0002 .27 .302 .22u .14 5.77 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Tamp Absorbed Energy tt-Ibf1J CO Strength strength fy 1 fu %Slang. Test F/C Specimen 1 Specimen 2 Spec men 3 Average Minimum Test ksi 1 MPa ksi/MPa_ ratio f8"gage) 1 — L3- I 56 i 385 71/.190 .79 29 2 d 2 581 400 73/505 .80 28 3 0 3 4 y M E 4 s w0) 6 N o) 7 3 (V O 6) Proton: 'Calc Ise CixeIery ta.tics;Calm Equvalents(Ct.C2,C PC],CerresIen Inat r VLSI hl 0191?26.0.:(Cu)•3,9a0N¢•1.2D;Cq•1.454Sir-17.201r'}729(Cu1(ti)-9.1 RN EI-33.33(0.1 Per r,R.VS)=C+.5.50•NIFITC.rk:26•ti:'eia•C>f2atrr4,.5-Vi10.°..3' cat(Iv =c•Mn0.(Cr.mow)ie.trai,cty:s CO2(AWs)=G•(Ua.5iA•ret.M0,46.0:i.0413, CE)(COTi a C.(M.Ya)•(s:2.n•(Cn7)•WJ ol'LMe/41•(1.174) I hereby certify that the material described herein lute bean made to the applicable ABS CERTIFICATION specification by the electric are furnace/continuous cast proccas and tooted in accordance with the requirements of American Bureau of Shipping Ruler;with aetirfacterrresults. Signed: I hereby certify that the content of this report are accurate and caned. An tests and State of Indiana,County of Whitley Sworn to and subscribed before me U operations performed by this material manufacturer are in compliance with the Z requirements of the material specifications and applicable purchaser designated requirements, u5 this day of Z Todd Bashford 7 '�i°� Signed: CD I= Signed: My commission expires: ED Form lee-ca2-osf(T.a Quality Manager - Notary Public z 0 ASTM AS-14.5:A signature is not required on the test report:however,the document shall clearly identity the organization submitting the rep-on. d `,-1,), Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 2 EJ 2 W N W U CO Ste® Steel Dynamics,lni' CERTIFIED MILL TEST REPORT Printed:03./1312020 Lcrg Prorioc:r Gar.? Ship to: Customer# 000004 Bill to: Produced:03 1 07 1 2020 .r..,1,?ai 0 2501 S.County Mari 700 East Sugar Steel Sugar Steel Columbia City,lndiana 46725 3 (260)525 8100 (zsoj 625-5550 FAx 2521 Stale Street 2521 State Street u7 Chicago Heights IL•60411 US Chicago Heights IL,60411 US Z ti, Quality Stool100%EAF Melted and Manufactured in the USAAttn: Receiving Attn: Receiving RS N- Recycled content PC=75.0%,Pl 0 22.0% i < ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. • GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000588332-16800.00 lbs O Standards Grades' Zcr) Product Wide Flange Beam ASTM R6/A6h1-19 Bundle/ASN# Length pcs Cust PO I JoblReference E Size W12X14 n ASTM A992/A9921.1-11 A992/A992/.1 — ---- 061206484 Ser 0' B CH-109801 ASTM A5721AS72t.9-18 A572 gr50Jgr345 0612084805 50'0' 8 CH-109801 CO M Heat Number A1758521 ASTMA709/A709M-17e1 A709 gr501gr345 067205461 50'0' 8 CH-109809 Condition(s) As•R6eed AASHTO M270M/M270-15 1.1270 gr345/grSQ Fine Grained CSA G40.21-13 °SOWM/345WM Fully Killed ASTMA36/A36M-19 A36/A36M ZO No 1Neld Repair •Sol-MULTI mods tine requirements otASV,/A992.A572-50,A525-50,A707-5Q M270=50.A36, A709-36,M273-30,CSA300W,CSA345YJ7.1,CSA350W, o) N cCHEMICAL ANALYSIS (weight percent) '0 0) 'e M _C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb AI N B *C1 *C2 *C3_ *PC *1 Analysis Type .06 .84 .012 .016 .21 39 .12 .12 .03 .013 .034 <.001 .003 .0113 .0003 .27 .306 .23 .14 5.83 Heat MECHANICAL TESTING CHARPY IMPACT TESTS (available only when specified at time of order) Yield(ly) Tensile(fu) Temp Absorbed Energy ft-lbf/J m Strength Strength fy/fu %Elena. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum Test ksi//.113a ksi!MPa ratio (8"9_94_ 1 - —— I 1 118 1810 73/505 .62 28 2 O o 2 118/810 72/495 .62 28 3 el • a) 3 4 E rt 4 s wcn 6 0 (N 7 U 0) Motes: •c:ro.lalcd Chemistry tte-res;CsDen EquivAlurrs(Cl.C2,C.3,PC),Coro-'oi DWa(6;•(ASTM 01011•36.a1[Cu)•3.69(iq r 120(Cr).141(Si).17,267'i-7,7,31C1)(r5)-7.100},PI.33.38(Cu•J Pan(A'.'S)=C•51r0o•M1tr.23.0 22rMt33.Cr20.mr115wr1 C+S CE1(In'.'}-C.A:V3.(Cr.Die'V).'5.91r.CayIS CE2{AY'.'S)=C•(MnrSi1.6•iCr+r,1o.\nl5•(rd•C415 CE](CEU)=C•(M:.5)•(S121)•[a5)•(-471-Fe'4l•(v/14) I hereby certify that the material described herein has been made to the applicable ABS CERTIFICATION specification by tho electric arc furnace/continuous cast process and tasted in accordance with tho roquirerrants at American Bureau of Shipping Rules with satisfactory results. Signed: I hereby certify that the content of this report are accurate and correct. Ail tests and State of Indiana,County of Whitley Svrom to and subscribed before me Z operations performed by this material manufacturer are in compliance'with the requirements of the material specifications and applicable purchaser designated� requirements. this day of z a) cii 0 Signed: Todd Bashford ���^ �� Signed: M commission expires: EJ Fern F-6100.0O24154'ova Quality Manager Notary Public y P Z 0 . ASTM A6-14.6:A signature is not required on the test report;however,the document shall clearly identify the organization submitting the report. lb a. CD Notwithstanding the absence of a signature,the organization submitting the report Is responsible for the content of the report Page 4 of 7 E W O J ,r-, W u) W • m 1— U (/) #)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/1612020 Long di �,,m ,L Products Ship to: Customer# 000004 Bill to: Produced:0310712020 12 25e1 S.county Road 700 Enid Sugar Steel-CPU Sugar Steel E co Cdumta Cay,Indiana 46725 Cust.P!U-Sugar Steel t 3 u.) (265)62541M (260)623$550 FAX t Chicago2521 State Heights I Z Chicago Heights IL,60411 US 03 rs- ., 141 Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Ann: Receiving • ra Q Recycled content:PC=75.0%,Pt=22.0% Atte: Daryl Gunter !SO 900f:201Sand ABS Certified CM TR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL 4 0000588564-18460.00 lbs o Standards • Grades' Z co Product Wide Flange Beam ASTM ASIA6M-19 a g ASTMA992lA9921A-11 A992IA992M Bundle/ASN# Length pcs Cust PO I Job/Reference , ct Size W12X14061200360 55'Cr' 8 CH-109790 ASTM A572/A572M-18 A572 gr501gr345 COcn W310)(21W312i ASTLtA709)A709L1-t7e1 A709 grSOlgr345 061206383 55 0' 8 CH-109790 Heat Number A175858 061206366 55'0" 8 CH-109790 Condition(s) As-Rolled AASHTO M2701d/M270-15 M270 gr345lgr50 • Fine Grained CSA G40.21-13 50Y1rAd1345WM FuOy Kited ASTMA36/A36M-19 A313/A3SM ZoNo Weld Repair i'801-MULTI meets the requirements of:STMA992,A572-50.A529.56.A705.56.A1270„Q.A36. A70945,M27035,CSA300tte.CSA345W1t,CSA35SW. rb c rn CHEMICAL ANALYSIS (weight percent) '1= M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B •*Cf *C2 *C3 *PC *I Analysis Type .06 :84 .010 .017 .21 .39 .13 .09 .03 .015 .035 <.001 .003 .0123 .0003 ..27 .301 22 .14 5.78 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile{fu) Temp Absorbed Energy It-Ibi I.1 m Strength Strength ty i fu %Eking. Test F/C Specimen 1 Specimen 2 Specimen 3 Average )Sin mum 2 Test ksi i MPa ksi I MPa ratio • {8"gages t qt d 1 58'I400 72/495 .80 28 2 0 a. o 2 58/400 731505 .81 26 3 a`) o 3 4 o rn 4 5 N te 6 0 cn Notes: •c'aar1a1ed Caanislry Vales:Carte 6MS'eamu(el.C2.ca.Pel.Caresan tn8ax{9(aOTM G101).213.01028j+3.83001.1.281c0r9.49.(Si).17,49iP}7,28iCu;{h1}$.10thf;{P}32.33(C+e+) Pnn;AWS).C.SL38+S(r/2a.Cu29.rSn70.GR4.rrV)SWrio.So CEA{nW}=Crtr .(C(.M:peVy).(?4,10d15 CEI t0.1V$}=C,t(,41m51,,,6.(Ct.td0e16.815•43,8H5 eaz,tat)=C•Mx)•(S124}•(Crr5)•(Tl S)-(Men)..(W15) I hereby certify that the material described heroin has been made to the applicable ABS CERTIFICATION specification by the electric arc furnace/continuous cant process and tested in accordance with the requirements of American 0 urcau of Shipping Rules with satisfactory results. Signed: , ti I hereby certify that the content of Ibis report are accurate and correct All tests and • State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the - (n regiirelnents of the material specifications and applicabllepurchaser designated requirements, this day of f Z Todd Bashford E Signed: E Signed: g My commission expires: ce Z _i Fcnn F-81 •. 2.054 r. 8 Quality Manager Notary Public Z co ASTM A6-14.6:A signature is not required on the test report:however.the document shall clearly identify the organizalicn submitting the report cuE J Notwithstanding the absence of a signature,the organisation submitting the report is responsible for the content of the report Page 1 of 3 .2w en W 0 � 0ti Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT . Printed:03 i 18/2020 tong Products&ultp Ship to: Customer r# 000004 Bill to: Produced:03 1 07/2020 N fi7LAbv.2 d;q:1�P-:iVayr E601 S.Courtly Road 706 East -Sugar Steel-CPU Sugar Steel . Columbia City,Inrsana 46725 � co CLSt.P/L/-Sugar Steel 2521 State Street Z 1260)625.8100 (2601 625-6950 FAX Chicago Heights Chicago Heights IL,60411 US to Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL 60411 US Attn: Receiving W — Recycled content:PC=75.0%,P1=22.0% AIM: Daryl Gunter IQ ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS 'SHIPMENT DETAILS BOL#0000589102-40320.O0lbs ZStandards Grades' I Product Wide Flange Beam ASTMandarM-19 Bundle l ASN# Length pcs Cust PO Job/Reference M Size W12X14 a ASTM A992fA9921h-11 .992/A992h7 _Length 061206715 64'0' 8 -CH-110269 N '3. W310X21 ASTM A572/A572L4-18 A572 gr50,rgr345, AST@d A709/A70961-17e1 A709 gr50/gr345 061206716 6tY 0" B •CH-110269 Heat Number A175846 AASHTt3 M270Al1M270-15 M270 gc345/gr54 061206717 60'0' 8 -CH-110269 Conditions) As-Rolled 051208718 60'Cr 8 -CH-110269 Fine Grained CSI.G4029-18 50WIAJ345NlM 051206719 60'0' 8 -CH-110269 • Fully Killed ASTM A36IA36M-19 A35/A3614 C '501-MULTI meets the requirements OIASTM 41192,A572-50.A529-Se.A700-60.M270-56.4426. 061206714 60 0' 8 CH-110269 Z No Weld Repair A70936.M270-36,CSP 00W.CSA345WM,CSA3SOW. crn CHEMICAL ANALYSIS (weight percent) c M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B 5C1 *C2 *C3 *PC "( Analysis Type .06 ^.84 .010 .023 .22. .32 .14 .10 :03 .013 .033 <,001 .003 .0121 .0002 .26 .300 .22 .14 5.73 Heat~� MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft-Ibf I J m Strength Strength• fy/fu %Etong. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum = Test ksi/MPa ksi/MPa ratio {8"gage) 1 - t n- 1 58/400' 72/495 .81 28 2 d o 2 57/395 72/495 .79 27- 3 `m go, 3 4 E 4 5 °)ur — 6 ) co U Norris: -CakutaeJ crmtucr/VA.',Genoa Eget.Vea16(C1,C2.C3.PC).Concision woes gl(ASTkt Gtbt-26,01{Cu).3.68,'h1)•120;(Y.1,:951+17.2'.�`PI-7.Ze1ev};td).9.1 '3,p �- ) ( ) �J(.}'}3r,SP1CrP} .Pcm;RNSInC+$i19GrN.nrtg.tu2WY664.C+Vice•nY55.V/1m5B CEI nivh=c•ranti•(Cr•M1to.vryS.{t.,.c„yis•cexpyws}-C+W.n•s+�"{ar.siavys•tn:.C4ts cea[cEr}sc.lMhral+lsuzsl+(txrS)-(.vw6),ltaaul*(WI 4) I hereby certify that me material described herein has been made tothe applicable ABS CERTIFICATION , specification by the electric arc fumaee/continuous cast process and tested In accordance with the requirements of American Bureau of Shipping Rules With satlefactory results. Signed: • I hereby certify that the content of this moon are accurate and correct.All tests and dState of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the US requirements of the material specifications and applicable purchaser designated requirements. this day of Z • E �° Todd Bashford Signed: Signed: My commission expires: —I FormF•41004C2-0St rove Quality Manager Notary Public CO Z 0 ASTM A6 14.6:A signature is not required on the test report;however,the document shall clearly identify the organization submitting the report. E (,'„i) Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 1 O J ` W 0 C • •)SYeelDynamics,Inc: CERTIFIED MILL TEST REPORT Printed:03/21,2020 [arn�ea m0 Ra Swop Customer# 000004 Bill to: Produced:03!07,2020 L. su,avar,n�Raaati~ra Ship to: a) 2601 S.Conry Road 700 East Sugar Steel-CPU Sugar Steel Columbia City,Indiana 40725 Z (V Cast.P/ll-Sugar Steel 2521 State Street co (260 )625.8100 (260)625.8950 FAX Chicago Heights Chicago Heights IL,60411 US ,-, co Quality Steal 100%EAF Melted and Manufactured in the USA SUGAR STEEL IL,60411 US Attn: Receiving y Recycled content PC=75.0%,Pi=22,6°/. Akre Daryl Gunter z < ISO 9001:2015 and ABS Certified CMTR complies with EN 10204 3.1. GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL it 0000589550-12320.00 lbs ZStandards Grades' Product Wide Flange Beam ASTM A6/A6M-19 °' Size W12X14 'AST)AA992IA9921r1-11 A992/A992M Bundle/ASN# Length pcs Cust PO I Job/Reference L c+i W310X21 ASTM A572JA572M-18 A572 graWgr3 45 061206285 55`Cr 8 -CH-110269 al ASTM A7091A709M-17e1 A709 gr50/gr345 061206282 55'0" 8 CH•710269 Heat Number A175862 Condition(s) Rolled AASHTO M270M/M270-15 M270 gr345/gr50 Fina Grained CSA G40.21-13 50WM1345NM Fully Kited ASTM A361A3641-19 A361 A36M o No Weld Repair Sot MULTI meets the requirements edASTAI A552,A572-50.A529-50.A705,50,61270•50,A36. Z A709-36.61270.36,CSA300W,CSA345WM,CSA3SOW. °iN (.21 CHEMICAL ANALYSIS (weiglttpercersl) rn M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 5C2 *C3 *PC *1 Analysis Type .08 .82 .009 .019 .23 .40 .13 .09 .03 .014 .032 <001 .003 .0088 .0003 .28 .321 .24 .16 5.78 . Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Ytetd(1y) Tensile(fu) Temp .Absorbed Energy ft•Ibf/J Strength Strength m y %i fuEleng. Test FIC Specimen 1 Specimen 2 Specimen 3 Average Minimum 2 Test ksl/CtPaksf/MPa ratio (8"gage)_ 1 n. 1 59/405 74/510 .80 . 27 2 d o 2 58/400 74/510 .79 27 3' m 3 4 03 E — 4 5 u) • 6 7 G7 7 f-) ° Notes: 'Cucuarm Crwdsey‘Wt4.5.Caton EWovatenu(C1,Ca Cs.FC),Cmraesn Indaz CE19RY)=C.Mn!H(Ci.We.1l)5.(Ni.Cu'l15 CE2(AV C•(Ma.Sijid•ICD?Sw. (4{AE3MG10=1•C 26,0are6.?•(&/2)*ce)rps(14,10).(M 1)•(W145(Cu)1h.3-0-rOl lP} .39[01 Pcm(AH5)=C.SV9MlfnlSO•C42e•AriBd-Or/i0.mN15.W1M58 Yy5*(PG+Luy15 CE]tceT)=C•(b1n6)•(SifLaj+(Gr;)•(rrJdO)•(MeV)•nna) I hereby certify that the material described herein has been made to the applicable • ABS CERTIFICATION specification by the electric arc furnace/continuous cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satisfactory results Signed: I hereby certify that the content of this report are accurate and correct All tests and State of Indiana,County of Whitley Sworn to and subscribed before me Z operations performed by this material manufacturer are in compliance with the requirements of the material specifications and applicable purchaser designated requirements, 0) this day of z 0 w Todd Bashford ��� . E ? Signed: Signed: My commission expires: Z O Fcm.Fduxir � ca o26rev B Quality Manager Notary Public I.. ASTM AS-14.6:A signature is not required on the test report however,the document shall clearly Identify the organization submitting the report. W Notwithstanding the absence of a signature,the organization submitting the report is responsible(Cr the content of the report Page 1 of 3 o N W 7 l- 0 (/) # Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:Q3/28 1 2020 L. Long PrOducfs Group Ship to: Customer# 000004 Bill to: Produced:03/24 1 2020 o SNOW.dAdCeetsa1 2601 S.County Road 700 cost Sugar Steel-CPU Sugar Steel 7 'O Columhin City Indiana 40725 Cost.Pill-Sugar Steel 2521 State Street Z to (260)625-8te0 (2130)025.5950 FAX Chicago Heights Chicago Heights IL,60411 US m m Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STEEL 1L,60411 US Attn: Receiving 2 m Recycled content PC=68.0%,Pt=27.0% Attn: Daryl Gunter ISO 9001:2015 and ABS Certified CMTR complies with EN 102043.1. • 0 GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL$0000590728-20280.00las Z Standards Grades' - - �, M Product Wide Flange Beam ASTM A6/A6M-19 Bundle/ASN# Length es Cast PO JoblReference G M re AST/A A992/AS02M-11 A992/A992M1 9 P — — .. Size W16X26 051216512 65 0' 6 CH-109489 co (i'') W410X38.8 ASTMa572/a57zo-lt-16 A572 gr5tx'gr345 061216509 65 0' 6 CH-109480 Heat Number B176544 ASTM A709/A709Lt-17e1 A709gr5OFgr345 Conditions) As-Rolled AASHTO M27001470-15 M270 9/34519/50 Fine Grained CSA G40.21-t3 50WM 345WM Fully iC lied ASTM A35/A36h1-19 A35 f A36M -S01-(MULTI moats 1ha raquiretncnts of ASTM M Ann.A572.50,A709.50.A52940. 0 Z No Weld Repair 6 and AT09-36;A sSHT0 M270-60 and M270.36:CS.23-500, 30 945'."J an;f 350'!.', 0) V' 'o 0, CHEMICAL ANALYSIS (weight percent) e M C Mn P S Si Cu Ni Cr Mo Sn V Nb/Cb Al N B *C1 *C2 *C3 PC *I Analysis Type .07 1.05 .009 .017 .24 .28 ,10 .09 .04 .011 .033 .001 .002 .0074 .0004 .30 .343 .26 .15 5A2 Heat MECHANICAL TESTING CHARPY IMPACT TESTS(available only when specified at time of order) Yield(fy) Tensile(fu) Temp Absorbed Energy ft•Ibf I J m Strength Strength fy/fu %Elonc3. Test F/C Specimen 1 Specimen 2 Specimen 3 Average Minimum I Test ksi 1 MPa ksi I MPa ' ratio fa"gage) .1 a 1 56/385 71 1490 .79 30 2 fl 0 2 55/380 70/485 .78 30 3 E * 3 4 a) 4 s . wrn 6 U (NI 7 Notes: -Cnwiioi Coerisrrevaluer Cmxn Eqpd•:Yerns(Ct,CZCS2C),Ccrroacn ind°x(k owe.dog=2n,mtcu).i.e.5(nil•1.2e(Crt.i:e2(6R•17.261P}.7.22(0.n(fli'r•a1t'Chi2P,l.03.3SCv") Porn(d:VS}=GS!_u}.h4 •Cult»: r.,3•Crno-rea'li+Vele-:E CEI Q('1jaC.f/,nt,.(Cr.t.1a«vya•(ts.Ce;lr S ens{AW$}=c.9nn.SyY"(Cr•r,=o•vy5.(rSscnJ 15 CE3(CET}.C-(.;syn)-(S724)-(Ct5j trCiaej.p„c,'<J•(V/14} I hereby corrity that the malarial described herein has boon made to the applicable ABS CERTIFICATION epecificailon by tho electric arc fumaceIcontinuoua cast process and tested In accordance with the requirements of American Bureau of Shipping Rules with satisfactory results. Signed: U I hereby certify that the content of this report are accurate and correct.All tests andu z State of Indiarfa.County of!u'hiiley Swornto and subscribed before me operations performed by this material manufacturer are in compliance with the U) requirements of the material specifications and applicable purchaser designated requirements. this day of Z d o Todd Bashford ,,,�- - . 11, E D Signed: ► Signed: My commission expires: Z __I row.F.alaa-co;--.urea Quality Manager Notary Public `m u) ASTM AS-14.6:A signature is not required an the test report;however,the document shall dearly Identify the organization submitting the report, E w Nolv.ithstanding the absence of a signature,the organization submitting the report is responsible tar the content of the report Page 3 of 3 .2. 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Storage.Rock 6• Engineering; Inc I 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850.Fax 949.888.8851 Website:www.storagerackenglneering.com,email al@storagerackenglneering.com Date: 7/30/2020 Re: Fabricator: Material Handling Systems, Inc 419 131 Griffin WayMount Washington, KY 40047 \/ Approval of Proposed Fabricator for Fedex Ground Sparks Conveyor Supports Per MHS Project#CC0000177P Job She Address:12369 Lower Azusa Rd,Arcadia, CA 91006 N SIRE, Inc Project U-041320-2 To Whom It May Concern: �► _ The purpose of this document Is to provide documentation and approval of the above referenced fabricator as an Approved Agency'per the-requirements of the 2015 International Building Code, Chapter 17.I, acting as the'Engineer of Record(EOR)°for the proposed conveyor supports for the MHS project referenced above, have provided an on site Inspection of the fabrication facility at the 1I1000 address above and present my findings and conclusions herein. Date of Inspection:The EOR performed the site inspection on.6/3/19. Please see attached pictures for visual summary of components surveyed during the Inspection:Material Handling Systems, Inc (MHS)representative, Mr.Jeff Kiesel, PhD RE., acted as a liaison during the Inspection. Summary of Responsibilities and Observations by EOR The EOR performed the following services during the field Inspection and encountered the situations and conditions as noted below. 1.Visual Inspection of the MHS facility, Including a full tour of the fabrication floor,storage areas, and material preparation and paint facility areas and personnel offices. Observations:The facility as a whole was found to be:In good,well functioning condition,with no observable deficiencies noted.The fabrication areas were running smoothly and conducted the Intended processes In a professional manner as observed during the Inspection 2.Visual Inspection of the raw steel components used for the fabrication of all conveyor supports. Observations:The raw steel materials were found to be In good condition,with no observable (1 deficiencies noted.All material was found to be in good condition with no evidence of rust or existing 0'_.' damage /11 3.Visual Inspection of the raw components used for the mechanical attachments for the proposed bolted'SRS Style(SRS)"conveyor supports. Observations:The raw mechanical bolt materials were found to be In good condition,with no observable deficiencies noted. „re Page 1 of 14 Storage Rack t Ill V : q ? d 1� • Engineering,+Inc 23142 Arroyo Vista Rancho Santa Margarita,GA 92688 Tel 949.888.8850 Fax 949.888.8851 Webske:www.storagerackenglneering.com,email:ai@storagerackenglneering.com Date: 7/30/2020 i`p Re: Fabricator.. Material Handling Systems, Inc 131413i Griffin WayMount Washin on, KY 40047 l'r Approval of Proposed Fabricator for Fedex Ground Sparks Conveyor Supports Per MHS Project#CC0000177P Job Slte Address:12309 Lower Azusa Rd,Arcadia, CA 91000 SRE, Inc Project U-041320-2 0 Summary of Responsibilities and Observations by EOR(continued) 4.Visual Inspection of the raw components and procedures used for the welded attachments for the proposed bolted Welded Tube Style(Welded)'conveyor supports. Observations:The raw weld materials and fabrication equipment were found to be in good condition, r. with no observable deficiencies noted. 5.Visual Inspection of the press brake equipment and methods used in creating the formed light gage steel members for the proposed SRS'conveyor support uprights and components. Observations:The operation and equipment used for steel forming of the conveyor support equipment were deemed proper and appropriate to accomplish the intended tasks,with no observable deficiencies u noted. S.Visual Inspection of the shop weld methods used in creating the Welded'conveyor support uprights , I and components. i Observations:The operational fabrication process and equipment used for the shop welded steel conveyor support equipment were deemed proper and appropriate to accomplish the Intended tasks, with no observable deficiencies noted. 7. Inspection of finished welded components to ascertain quality and serviceability of finished product prior to prep and paint. Observations:The finished,fabricated welded steel conveyor support equipment were deemed proper and appropriate to accomplish the Intended task,with no observable de iciencies noted. II., /Pill, 8. Inspection of bolted components to ascertain quality and serviceability of finished product. I//' Observations:The finished,fabricated and assembled bolted steel conveyor support equipment were ,41 deemed proper and appropriate to accomplish the Intended task,with no observable deficiencies noted. 1 :1' e� u1 Page 2 of 14 Storage. Rack h-* Engineering;:Inc 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:040.888.8850.Fax 949.888.8851 Website:wwwstoragerackenglneering.com,email:al@storagerackenglneering.com Date: 7/30/2020 Iy Re: Fabricator: Material Handling Systems, Inc �'• 9 131 Griffin Way I� I IO Mount Washington, KY 40047 I Approval of Proposed Fabricator for Fedex Ground Sparks. Conveyor Supports Per MHS Project#000000177P Job Site Address:12369 Lower Azusa.Rd,Arcadia, CA 91006 SRE, Inc Project U-041320-2 0 Summary of Responsibilities and Observations by EOR (continued) �� 9. Inspection of fully fabricated and painted support components to ascertain quality and serviceability of finished product. , Observations:The finished,fabricated and painted bolted and welded style steel conveyor support equipment were deemed proper'and appropriate to accomplish the Intended task,with no observable 41111♦ deficiencies noted. It 10.Verbal Interview with several_staff supervisors to ascertain their level of expertise and qualiflcallons In the general operational procedures of the fabrication facility. W Observations:The EOR found the staff to be knowledgeable and well trained for the purposes of successful, efficient and serviceable producon of the proposed conveyor support equipment. No ti deficiencies were encountered during the Interviews with the personnel. Summary of Findings The summary herein and the pictures and documentation shown attached quantify the results_ of the k site inspection by the EOR. It Is the EOR's opinion that the MHS; Inc facility In Mount Washington, KY Is deemed to be an Approved Fabricator per the requirements of the 2015 IBC. In all aforementioned topics of reviewEi . during the Inspection,The facility was found to be more than adequate,efficient and successful in performing the necessary tasks to create a good quality conveyor support product. It is the EOR's opinion that the MHS facility is"at or above leading Industry standards In fabrication quality and efficiency.As such, as the Engineer of Record, I fully endorse the approval of MHS, Inc as an Approved Fabricator per the requirements.of the IBC. 1.. itunodhaoao /. ,i<. Fs,r. :.�N19 4,9 p Q,..0;4 4 / �_ J� Digitally sinned by Ali 4, OoLNgs /" 1 Respectfully, A I i Abachassa •s P .1,,, S / DN: eAIIAbolhassanl, ,'Sq 7 1Aboihas PE,odlog,Inc,Rack Qw C . gt pn Al�i Engineering,Inc,ck G mailal@storageracken _ gineeringgz's • sa n i, I?.`•085359-0T00' �fp it Al Abolhassanl; P.E. -rEDE3f.GROH6m ARCADIA .MHS CCCOOOOn7e j President tt Engineer of Record ORE,INC PRarECTWo4t32o- Storage Rack Engineering, IndSawa 1,�„ssia P.E."irsi&a E�a•...wn oe �I''o NV CMI Professional Engineer License#15950 nk:i„ naO. /Web.Saute May,/a4 CA SAWS KY Civil Professional Engineer License#23514 Ttr" F. " "' ,mss- .I . Page 3. of'14. . • Storage Rack t4' `a • • I! - Engineering, Incl 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888,8850 Fax 949.888,8851 Website:www.storagerackenglneerIng.com,email:al@storagerackenglneerIng.com Date: 7/3.0/2020 St.td 7,1110 ,aOcssro.P Re: Fabricator. Material Handling Systems, Inc .� ��.,,r ,Q.o ' 131 Griffin Way r ��,, 11411111.1;Mount Washington, KY 40047 �f 0ML Approval of Proposed Fabricator for Fedex Ground Sparks MOM0 OCC PCJIDIA 0000 rcaomr Conveyor Supports Per MHS Project#CC0000177P SR.PG PROJECT 11tIpPLP' S..,..a h,M..e..•.. Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 ;` Ranee S.,..4..Y.GA tfp. \\ _ tOltali.,Foo Ill/...37 r riti_ r ".:V-- • • PSR ilk- ______ - ,, -.:."r.:ate /' 1-- .,_- ___5---7-.f•-•:--`_...pcimpAzaserresmarsem,««.27 A ..,...:.,..., .• , ___.,..... i __ :- ,...--. .,____ - , -_-_-•=__...,____ __, (or,. 10 ..e , ___,....... ". _ ,:_or,l, '.... • .7, Iro ,--,-, -.._:_-_ ... .--,,:,:,...- ---',..1,-,,-..,......-------,•-_ ._\,,,-1 ,. s,- 4 Exhibit 1 ,, ,-;-t 0' Exhibit 2 *114 ..- '°i'\,i7*, - f� : ; i! '�',... - - , �, r.• 4.1.11:0.„..,,A `�.1,er. �. Wa, '' t ,..l w } i 7. il • r. ~I �Lc `'AtIL� I y"_, aMr - . £ I. r.LL rte '! A. 1 - // f :� F ,-iii, _ — �' - - - . 1 v,: ;! --'-‘14Nri-vrti, . .... _ .,\ _.... ii z .r f 1 NiI\ 1 (Exhibit 3 w Exhibit 4 I Page 4 of 14 Storage Rook 1 i- - ;, I CI LI �� 40.E�` ` _ Engineering, Inc] 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888:8850 Fax 949.888.8851 Website:www.storagerackenglneering.com,email:al@storagerackenglneering.com Date: 7/30/2020 S n.d `p 00`[55' Q �g,o Re: Fabricator: Material Handling Systems, Inc iIAI 131GrlfinWay $ .. , - P Mount Washington, KY 40047 Approval of Proposed Fabricator for Fedex Ground Sparks ��®°ARCADIA NHS IGLIXGORIP Conveyor Supports Per MHS Project#CC0000177P SR&MC PROJECT Job Site Address:12309 Lower Azusa Rd,Arcadia, CA 91006 .1. ....ft.* tortwems r... �HIIItrm,,,,Fa../ �I SRE, Inc Project U-041320-2 , t f =wt.,..,..:..-. o 1 i - .a f lin )1u1 1`\- -1.1`4.:- , - � 11. I .� 1l 1,11/1•,,,„1111:,..- . _.t.... -_ .40._ .1 ` [:'n1 .,�' �� • :::7,y.:.7.: I�� � � 1 � ' ' II[Il lila :.:".. ... ..-::__,,.... _ J. L, k . . - r' ti Exhibit 5 4 Exhibi 6 ,-11..-"---t,1,;!-. `'. :'J._1:.:-- $4. :11. ' ,I `fl ig. -11°117"---- ,! 7`TM' - -v.. ' • , \ , .;,.' . /I i1' 1 iti'l'i fl i1 I , ,�, , y r i 111* •!IN fF - j ' T tit `M i " ,E� c...:. r — . t ,., , , .,,, I, /. ti C ' - 1 , Exhibit 7 \�1�, y !Exhibit 8 1 Page 5 of 14 Storage .Rack cl I ,Engineering; Inc 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850 Fac 949.888.8851 Website:www.storagerackenglneer-Ing.core,email:al@storagerackenglneering.com Date: 7/30/2020 &Wild? '° L Re: Fabricator Material Handling Systems, Inc #9� , 44°/"P 131 Griffin Way_ �� , .Mount.Washington, KY 40047 - oaca.mma Approval of Proposed Fabricator for Fedex.Ground Sparks' * 204 Conveyor Supports Per MHS Project#C.00000177P re"°"" "`.SIM VCC0000177P .. Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 e SIZE, Inc Project U-041320-2 '``""�`@`='""`"`< _ it f 4► h I +.. ,, . '.' 3 4 y lrik f -` 111 �: _/fir .., - S _ _ .444111, , ..,,,, '', i . rig hibit 9 r-,.. Exhibit' 10 il ' l C� - ---sear--- --. ' IliL ✓ I _ . _____ _ _ , ,:i.:1-i --mf#L . — li ---...--5;:; -...-- [ ._,.,,--.H.--.-------1--:------)----1,1- cliA, Itir--Nti-ii _ail._ 1pp. .,q . .,.....„.,- J._. ._,,ri- ... _. ,.. 4 _6' ' ....— vr; ?s«: ''i-.. . ^sT,,P-c�= ,.r4'r '%'---,�"=}�,rte. - v_ a� /i .l ! _ ,i 1� . :,„„.,1 - ) �* .,-;El!" Ji.k.rik.„, ....rt....z.lie- • - -- — _.— _ ---1 lli � • .•.-",/•:' r „. L - .._ , _ ) ...,,,z _ , _ t r .... , ., .... .„ ,,,.„ _-_,....1,,,, , ,, ,_. , ,, ,,,. ,,.. ,.,..„,4 . .,..--4, 1,._ . , ,,,, , -,.t..0,,-,,„ - . - , ./....., .. „,, ;1''''Ve • k, J 4.-ti o.. -• , 11 /I y, :� n Exhibit 11 1/ ,= 1 Exhibit 12 1 ,11 I f "' - t I Page 0 of 14 Storage Rack, L_ Q Q Engineering, in 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949888.8850 Frac 949.888.8851 Website:wvwvstoragerackenglneering.com,email:al@storagerackengineering.com Date: 7/30/2020 ' /"'m/ Re: Fabricator. Material Handling Systems, Inc7�0 `1P131 Griffin Way & Ilt ' Mount Washington, KY 40047 Approval of Proposed Fabricator for Fedex Ground Sparks �• \/ Fes ,. WIZ OCCM01177P Conveyor Supports Per MHS Protect#CCOOOO177P 6R`INC PR0$`"`Pr"�' PE Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006ZAMIeloys A. NWeB•MysPa PSN.Y SRE, Inc Project U-041320-2 'N"/'"Ps""/"`r"' o � � Y,~� 4°1 II i di ' i '.. --;" ,,,,j_4,,,,,176vii_ _ _:,,. z. 1 irlil'i.bA A_ . .a is Exhibit 13 Exhibit 14 4 I I 1-1 �.:. ..;: :/I—_ - r f• .ami 4 '^" - _.. �4-jl{ .. -t 'r§, 'Jr. i=r4 ..'4� • - r *s- .2:57, - ..; ,fit,- _.�1 ! ill 11 r � , ; t,, ;., _ .�.-,r* ,4 . , ' =I airs - . �` �; , . ,_ y. tg k b:c 3 11 Exhibit 15 )114,''• I� ; Exhibit 16 � ., .p.� AL'4b E . Page 7 of 14 • , ,I . Storage Rock _ - j----"\ :Engineering, Ind 23142 Arroyo Vista Rancho Santa Margarita.CA 92688 Tel 949.888.8850 Fcoc 949.888.8851 Website:rw.rw.storagerackenglneerIng.com,email:ol@storogerackenglneering.com _ . .011.7,3wo Date 7/30/2020 • t Re: Fabricator-. Material Handling Systems, Inc IsN. 131 Griffin Way 4 c aa• 1 5" 44;100, Mount Washington, KY 40047 dffir .rr Approval of Proposed Fabriccrtor for Fedex Ground Sparks atm scc0000mp . sRE.Az PROJECTWA11320.2 • Conveyor Supports Per MHS Project#CC0000177P tatte,....f.rogisy.. IraYsoorallward Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 MN,Airep neJa trZ"litr'''":7'1 NZ SRE, Inc Project U-041320-2 ......-4.-- o . _ r_.... .., . ,,.. .A...........%,.........".z-.--•;., ,1-•?:.--I-...-.','0-',4!:,.,.t'.,',„•'--1-•,'z•,.',-. .-•'.:',.Z„'—-',.-rF,,."r‘v,.,--./-...''.--..v'",.;1;•;•„-•.,---z'„-,i-.. t,( /..•,,.'•.";;I..",..:-.,6 4„,„,•, tE--mi-1i- 4.1l1i11-7':•-,':,-,:,,-,>:,1A4-r1.... .':-i”,",--..-...—N-4,..-r.c.-.-,,--..'.10 4.3):r511,'..'1•::f,.•;r,,.-.'r---,:5.--.--.:-.:.;-...:;„-;,.-+-.;.-;.i9,-,--.„.,:.---„e-.7,.--, Il6v, if ••.:zz.. 7; 100 7;77' , .r';'•1 f „ . ? /''''''',"-• '''''..--_- ; ':"'” 011111. ,..i....;., , 1 .. ,,,,, ,..„,, • ..•,-,-..:„, , .."--•,-...„,”: -• "-._,:''. iiilgi.i T.,--fit__....._, -' '''': ''' :•'-`.......-• .., 1 0 •; '=.. 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'.c. _...,,, .N.. 44: I A, .. _ - .--- • Exhibit 19 Exhibit 20 11 111 t, '.>•".'-,- 1 - 0, 1 k.-,,z__ Page 8 of 14 , . , . Storage Rack .... . i L .Engineering Inc , 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850 Fa<949.888.8851 Webslte:www.storagerackenglneering.com,email:al@storagerackenglneering.com Date: 7/30/2020 .110 a d 7,101211 11 Re: Fabriccrtor. Material Handling Systems, Inc Ali kiro 131 Griffin Way g' ,4 CM.1 1. Mount Washington, KY 40047 Nr Approval of Proposed Fabricator for Fedex Ground Sparks MEC Gall I ilDARGIVI INISICCA020171P SIM PC PROJECT W0113164 Conveyor Supports Per MHS Project#CC0000177P - Job Site Address:12309 Lower Azusa Rd,Arcadia, CA 91006 ..01)Atte,PI. i To 4.INIZA." F a.flS SRE, Inc Project U-041320-2 .....„,........ /Ai ,, ),,, _. _ .... ,.. ...... _ _ - I ._ , i. - - -..Vr4 -... - ----. 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Page 9 of 14 ,. . ___ -i-or-cage Rack ; — - 1._ Engineering, incl 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850 Fax 949.888.8551 WebsH-e:www.storagerackenglneerIng.corn,emall:al@storagerackenglneering.com Date: 7/30/2020 iP 9,0,F.S.Sta, Re: Fabricator. Material Handling Systems, Inc 0.9 otattlo,g,, 1M: fi) 11A 131 Griffin Way w . , Mount Washington, KY.40047 -11,11r Approval of Proposed Fabricator for Fedex Ground Sparks NHS iGCOOGIMP SR&PC PROJECT W.13.2 Conveyor Supports Per MHS Project#CC0000177P Stor.,144fil eyboal.. ...11.111.essutP.E. . Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 .............. Mi.....7.... Iituon...0411......CA SAW SRE, Inc Project U-041320-2 rel IIIIilltall,H.:MAW No. 0 -- - ,........7. ,<<2 :"4-/ Al. L.• ' z_i.-. ..: ... --.. --:.'''.----. Li '-----.11r. , ,...„---- , -,:--.--;,-.-„, c'e ---- ‹..X.! - ----1 f,...,;-_- ,__ __--- ____-. : . 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'"�Sitsei "dam It'1 i 1 I -- - ---- ir ; ..moi i *V' it '1II1: `,`' - _ _.�,I =.fit.• 1, Ir.. +-—.•.-. . Ff 4111 I Exhibit 29 Exhibit 30 ! 0 I - iiir 6 fiI ,1 •,,,, 1 y _, ,,,, , , ..... II I ,.,,,, . II r1 soii , � , Exhibit 31 Exhibit 32 '' il Page 11 of 14 .• • "ITorclge. RCEIck r /I i Ehg' ineering Inc 25142 Arroyo Meta Rancho Santa Margalita,CA 92658 TeL 949.888.8850 Fax 949588.8851 WebsIte:www.sivragerackenglneering.corn,email alestoragerackenglneerIng.corn • . Date: 7/30/2020 skinect7no2o P Re Fabricator: Material Handling Systems, Inc _eyESSeokt ..,....„..,, iitiily 131 Griffin Way i .r.. t r.. V Mount Washington, KY 40047 Approval of Proposed Fabricator for Fedex Ground Sparks WM IrCCOCCOITIP Conveyor Supports Per MHS Project#CC0000177P sR&PC PROJECTS40413204 . Slon.•Rmal Egirses..e A.1.111allass.,P.! Job Site Address:12309 Lower Azusa Rd,Arcadia, CA 91006 • awied..114epaitA,1.4 MOO NZ SRE, Inc Project U-041320-2 7.1.12‘.417211.4,e,Ittli AU 1 :71,........•...,s..... 0 trawaeyeraelogiwele.eow 4 1 "k--..•-,„__ .--- ,2"''r.,-.,-.771:r:=.,._ ,-7,'„ . TT'-‘• ' *C. -11 At-;"" " ..,•r-r- ---' - .. '''-i-01,k m.".',-''s:,-• .="•, a fik ' --A--. .,-1.- . „ , _ : - is • ...- .s= t!".,..,-44...,..i.' • .„ .."'". ...:,.._,_.,'-' ,..1",.54/IIIrej4 .- . ?:--.'",-,.-:.-.. -- .1..1- - , j i '1..."'-' ' 11110' . •ill '-' '-' ,-...,...';'-'Hrji 's --' ..-• 44 111 ' j ---*-- V - Ji-. / • t ,.- -,1`• -, ,' i.,1.-_,..4.:' r--41 1 , .,......---- 4100 le . . ':,,, - - -,,-,,,,. • - •--, I 1 m_f.-1\1,: dov,J . .%1' I V .ti Al , .TA,,,,, .-. ' / 1 .1' ' ' A • ,._. ,. "'- '+ • - 7.4i. '"' 1 ,', - :-.--,i` .', , - : ., .., •;E-. :-,'--- ""---;--7A-_ . -:. --------- ‘ 1 1 I .:% -•'41'' ',,44`,/. , - "--. - ..." , .- ,0 ",-. - ' ..r.— ..-- 44:- ••••." .;0.7. T f , '',:,,,: , — ,„'..r . . , 401 .,..., . .._., , Exhibit 33 . . - Exhibit 34 ---,,, , . -,- - - ,. ,,... .01 ''' '— , - ,..'' . . -",''''$ ,-#..:,L;.V..'Nie.,..10,--..2. ., ( ''''''''''"—It. I :.-'----.-------' - :------------1' - '' `, %,"...k,.7-'41 .1 "'•,. s .. , _. _. ... .,.,,,...,_„.:, __. , , _.•__ - .. , . , , 11 , - - { Z . —^.........e.,..„.._ — ,,o, 1 , • ..- ,. _ ._,,,,..... .._....— g . -2..7:::-. -- ,,,-._ 4 .¢. -4160.1 I,_ '..,;ft•-. '.-"*1"---'; -'7.-- -,..45.7 '1---- 7.7,-<-.7, "-; ' -- llis --:--- ----• c-- 4, , ,. . Na .. •e, ' ,Ai ---7"---1 ..-7.*: ft ) .. : ' il ''''-. f' 1 r ek ..,;: .;.' I 10151 „, , ; 01 g':.; •-!.,.i':', , ' l 4, , 0;Exhibit 35j - - — • ....-Exhibit 36 . 0 , -,.,.. ! •! , . . Page 12 of 14 , , • Storage Rock] , , A 1 I Engineering, Inc 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850 Fa,c 949.888.8851 Webstie:wwwstoragerackenglneering.com,email:al@storagerackenglneering.com Date: 7/30/2020 SklaP117.00170 ��, EV,0 S'a Re: Fabricator. Material Handling Systems, Inc 09 ,' 9 131 Griffin Way r I p W li Mount Washington, KY 40047 �mt \O Approval of Proposed Fabricator for Fedex Ground Sparks �` -" MM3,LLMroRIP Conveyor Supports Per MHS Protect#CC0000177P 1.90MC I,."°""" ""°' SMya2tl Fpr.s,Ie Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 _" RA.*Sas.A4yNa as star SRE, Inc Project U-041320-2 '.1,`.~��'m'�'�'�"" .0541MIR.iweelsyczka <1<2 a ,, //:s'gifi -ti ,- 7: _ -:-_,__:_ <A i Ai e 4.,, . y Y i� , ; 1 • I • 1 ` ? .ar., •Lb .--ii.e - k IV �, - 1 . • 1 Exhibit 37 'v : Exhibit 38 I ,. n 0,,,,-. - .s., „. .„. .,,,....._ _ • ., . ,... . . . . ., :0. , ., L, ,, . ,, ... .....,....„ .. , _ _____, ,,..„ . _ _ '.,.. . ......„.„...,: __..„.,..., , . . . ,. .__ . _. , __,.. , 4� .(UM. , ear ' 1 i 0 _ r I{ ,�!� _ -r „ �{ i i I�d.3. i i , I, __..li ----- - ------- ' Exhibit 39 ! 'Exhibit 40 m Page 13 of 14 . . , Storoge .Racks , ,:„....,_usk. _ .. ....__Ap, - '____._[ i Engineering; Inc' 23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850.Fax 949.888.8851 Website:www.storagerackenglneering.com,email:a l@storagerackengineering.com Date: 7/30/2020 SAPednItY20IlIlRe: FabricatorMaterial Handling Systems, Inc .v0 ` ,e 4 131 Grff1n Way ` cse 61 " Mount Washington, KY 40047 W Approval of Proposed Fabricator for Fedex Ground Sparks F�.� : .� NM tGL0000RSP Conveyor Supports Per MHS Project 44CC0000177P SR&we PROJECT su4111204Siorge/WY N.*roan vIao Al fASKassaft P.E. Job Site Address:12369 Lower Azusa Rd,Arcadia, CA 91006 ;,,,; FrYVS—,•MN�a.01=10 NZ SRE, Inc Project U-041320-2 . "."``""` "`""" F. s ,,_ I �, Ail ..,,, ---.___. ,.... - r-_,‘,.. • rrrr ,. . ..., , ,,.. , ,,,,,_,„:„.. ,,,,... • ,..... . ..., .... .... . „.. 1 „_ . , , . . _ . __.,• _ _ , i„..,„_„ , ,,,___::... 4i.„,, , „ . . _ „_•:•• _.......„ .: ,., _....• ...g.,•_.,. , ____..... , al Exhibit 41 . . , „.. _ v Exhibit 42 I / .............", '� " I�> krll- .�- , ,F f!. ''' ., if�S 1,d ' if,:.:, .. AIL-, Exhibit 43 "t -Exhibit 44 �. x:` m a a d ' -, s mal m Page 14 of 14. ' City of Arcadia, CA Permit NO FIRE-20-0740 Development Services Department Permit:Type:Fire 240 West Huntington Drive,Post Office Box 60021 i Arcadia,CA 91066-6021 �� = � ` Work Classification. Fire'Sprinkler ' (626).574-5416 � Permit Status:Issued ARCAD IA Issue Date:06/02/2020 Expiration: 06/02/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 12369 LOWER AZUSA RD Arcadia,CA 91006-5889 8541017049 Contacts YELLOW IRON (VESTMENTS Owner Ornnell Fre Sprinkler,Inc. Contractor 12369 LOWER AZUSA RD 22421 Barton RD 319,Grand Terrace,CA 92313 (909)783-3817 656065 Description:ADD 1 FIRE RISER AND 104 SPRINKLER HEADS FOR Valuation: $ 85,000.00 Tenant NEW CONVEYOR SYSTEM. Total Sq Feet: 0.00 ki Plan Check#20-740 Plan It Fees Amount ' Payments Amount Paid Fire Issuance $47.01 Total Fees $1,986.76 Fire Permit Fees $1,098.75 Cash/Receipt#REC-04598-20 $1;986.76 Solid Waste Management Fee 2 $1.00 Sprinkler Heads $840.00 Amount Due: $0.00 •Total: $1,986.76 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and •- - void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. June 02, 2020 Issued By: Date June 02,2020 Page 1 of 1 PERMIT/PLAN REVIEW APPLICATION 1 qv, Development Services Department,240 West Huntington Drive,Post Office Box 60021 �aal,y of N° Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 13 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is ❑ I certify that in the performance of the work for which this permit is issued,I shall exempt there from 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 not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044, Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date_ Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name Title PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date . . . . .. -' •' ,.,,-:,`,"T'!7•71,,, 1- II" .A,•: . . i - .; ,•''!,i''1FiIf:7 PERMIT/PLAN REVIEW APPLICATION - - - • • \ ,I.if , .1 - ,. Development Services Department, 240 West Huntington Drive, Post Office Box 60021 1' I . . ( Arcadia,CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 . . ONLINE PERMIIT/PLAN REVIEW APPLICATION . ARCADIA JO11)Site Address: 12369 Lower Azusa Rd, Arcadia 91006 - • LICENSED CONTRACTOR'S DECLARATION : WORKERS'COMPENSATION DECLARATION 0 i hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following.: - - Chapter 9(commencing with Section 7000,of Division 3 of the Business and . . Professions Code,and my license is in full force and effect. El I have and will maintain a certificate of consent to self insure for workers' . . . License Class C-1 /C-34 License Na 85P°65 - . Ex Date 06139120 compenaation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor - • OWNER BUILDER DECLARATIO •. • : • ce performance of the work for which this permit is issued. • 0 I have and will maintain workers'compensation insurance as required by Section 3700 of the Labor Code,for the perfoitnance,ef the work for which this permit 0 I nereby affirm under penalty of perjury that I am exempt fl'oin the Contractors . . . . is issued.My Workers'compensation insurance carrier and policy numbers are: • License Law for the following reason(Section 7031.5,Business and Professions American Farnity Home demolish • Code.Any city or county which requires a permit to Conitruet, altet,improve, Carrier • deinolish,.or repair any Structure,prior to its iSauancealso required the applicant for such permit to le a signed statement that-he or she is licenSed pursuant to the Policy Number 4EA5WQ000076600 (This section need not be completed if the permit is for one hundred dollars or less) . . provisions tithe Contractors License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code):or that he or she is r--1 • exempt there from and the basis for the.alleged exemption. Any violation of Lj I certify that in the performance of the work for which this permit is issued,I shall Section 7031 5 by any applicant for a permit subjects the applicant to a civil not employ any.person in any manner so as to become subject to the Workers' Penalty of not more than five hundred dollars($500)); compensation Laws of California,and agree that if I should become subject to the workers!compensation provisions of Section 3700 of the Labor Code,I shall • DI, as owner of the property, or my employees with wages as their sole forthwith complywith those proviSions. compensation,will do the work,and the structureis not intended Or offered for 06/02/2020 • i sale(Section 7044,Business and Professions Code:The Contractors License Date - Signature • , Law does not apply to an owner of property who builds or improves thereon, . • . i . . or who does such work himself or herself or through his or her own • emploYeea, provided that such improvements are not intended or offered for WARNING: Failure to secure Workers!Compensation coverage is unlawful, Sale.If,howeimr,the building or improvement is sold within one(1)year of and shall Subject an employer to criminal penalties and civil fines.up to one . completion,the owner builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of CompenSation, . did not build or improve for the purpose of sale). damages as provided.for in Section 3706 of the Labor Code, interest, and 'attorneys:fees. . • 1=11, as owner of the property, am exclusively contracting with licensed contractors to construct-the project(Section 7044, Business and Professions • • Code:The Centractois License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License.LAW), for the performance of the work for which this permit is issued (Section 3097, Civil Code). DI am exempt under Section 7044,Business and Profes.sions Code,for this reason: Lender's Name N/A . .• . . Date Signature Lender's Address• • /1‘!IPORTA NT: APPLICATION IS np,REi3y. MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. Tlic City's approved plans and permit inspection card must.rcinaio on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by-this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations renovation and remodeling work that results in the removal stripping;or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for further information, Name Joel Rodriguez . Title Business Manager - PRINT NAME I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction h I hereby authorize representatives of the City of Arcadia to enter upon the above-Mentioned property for inspection purposes. -- Signature Date 06/02/2020 . . �f Ake sr ni`'oeio, ��. -: Incvrnorstcd Aary.t 7.1907 nIty MEMORANDUM Fire Department DATE: October 8, 2020 TO: BUILDING DEPARTMENT INSPECTOR Jeff Wang FROM: FIRE DEPARTMENT SUBJECT: FIELD INSPECTION ADDRESS: 12369 Lower Azusa Road THE FOLLOWING ITEMS WERE CHECKED FOR CONFORMANCE WITH APPLICABLE FIRE DEPARTMENT REQUIREMENTS: TYPE OF INSPECTION DATE / INITIAL FINAL INSPECTION FIRE SPRINKLERS (PC# 20-740) 9-17-2020 Jill Perumean FIRE ALARMS (PC# 20-1005) 9-17-2020 Jill Perumean HOOD & DUCT KNOX BOX OCCUPANCY (PC# 20-576) 9-17-2020 Jill Perumean OCCUPANCY (PC# 20-607) COMMENTS: Emailed Bldg. Dept. 9-17-2020 Rita