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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 • . .
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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
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Date: 9/21/2020
• -
•
. .
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• Re: Fedex r-pi.inal Arcadia . .
12304 Lower Azusa Rd
Arcadia, CA 910p5 . ,.
MHS Project#CC0000117 . . • . .
6
Storage Rack Engirieering, Inc Project#U-0413202
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• . • .
to:Whom 11-May Concern:
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• - • .
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The information shown below indicates an approved alternate method of crrtachrnent for the deck
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ON cn=Ali Abolhassanl! 4k 1ethEittapptivuli•ACAD N IA. . 1
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Storage Rock Engineering, Inc. .0
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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
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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
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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
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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
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• 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
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`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
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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
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MECIL\N[LAL PROPERTIES Co p�,„ 1 g YS N a ?TVsti t 1[-
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5 car) 55398 69909 362 482 0.790 8.000
56015
70218 386 .&3 0.800 3.000
MECHANICAL PROPERTIES
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200.0 25.70
03 200.0 26.10
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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.
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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
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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
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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
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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
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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
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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
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# 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
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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
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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
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#)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
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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
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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
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-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
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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.
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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
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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
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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.
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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
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# 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
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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
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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
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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
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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
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# 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
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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
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##)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
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' 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
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69900 80800 482 557 0.860 8.000
68800 81300 474 361 0.850 8.000
SIECIIANICAL PROPERTIES
Gil E18u0.
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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.
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m1- QUALITY INFECTOR � �., , QUALITY PM+RANGE MGR
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• 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
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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
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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
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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.
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#)Steel Dynamics,Inc: CERTIFIED MILL TEST REPORT Printed:02 J 16 J 2020
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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
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(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
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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.
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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
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1 56)385 751515 .76 23 2
0- o 2 581400 781540 .74 29 3
m 3 4
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4 5
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7 (V 7
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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
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��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
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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
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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
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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
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0 Todd Bashford "
m Signed: Signed: - My commission expires:
ED( canr=$100-022415+my8 Quality Manager -, Notary Public
Z p ASTM A6-14,6:A signature Is not required on the test report;however,the document shall clearly identity the organization submitting the report.
m U) Notwithstanding the absence of a signature,the organization submitting the report Is responsible for the content of tlw report Page 1 of 2
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tOf �/1� '� Croup Ship to: Customer# 000004 Bill to: Produced:03107 f 2020
a 2601 S.Counryn d7aa Rai ' Sugar Steel-CPU Sugar Steel
E N Columbia City.tnelana 46725 Cust.HU-Sugar Steel 2521 Slate Street
Z co
(260)6254100 (260)625-6950 FAX r Chicago Heights Chicago Heights IL 60411 US
to Quality Steel 100%EAF Melted and Manufactured in the USA SUGAR STF¢t IL,60411 US Attn: Receiving
= Q Recycled content:PC=75.0%,PI=22.0% Attn: Daryl Gunter
ISO 9001:2015 and ABS Certified
CMrR complies with EN 102043.1.
GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL it 0000588664-12320.00 lbs
lo Standards Grades'NProduct Wide Flame Beam ASTM A6!A61.1-19
Bundle/ASN# Length _pcs Cust PO i Job/Reference
Size W12X14 w ASTMA992/A992M-11 A992/A992M031205300 55'0' 8 CH-109790ASTM A572/A572M-18 A572 gr501gr345 •01 W310X21 ASTMA7091A709P.f-17e1 A709 gr59JgfJ45 061206297 55.0' 8 CH-109790
Heat Number A175862
Condition(s) As-Rolled
AASHTO M270M/M270-15 M270 gr34Slg(50
Fane Grained CSA G40.21-13 50Wd'J345WM
Fully Kited A36/A36M-19 A36/A35M - •
Z No'Nekf Repair �SDI,ti1ULTI n vols Gee requvensents o[isSYA18982 A572-50.AS2a-SO,A7ri9 50,dt270 50,A3$,
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•
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O a 1 59(405 74/510 .80 27 2 •
O. o 2 56 i 400 74/510 .79 27 3
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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
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# 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•).($1124)*(0.15)•(,1t4'40).(M61414(Vt➢4)
t hereby codify that we matodal described herein has boon made tome applicable ABS CERTIFICATION
specification by the electric arc furnacetcontinuous cast process and tested in accordance
with the requirements of American Bureau of Shipping Rules with satisfactory.results.
Signed: •
v t hereby certify that the content of this report are accurate and correct.All tests and - State of Indiana,County of Whitley Sworn to and subscribed before me
Z operations performed by this material manufacturer are in compliance with the
requirements of the material specificatlens and applicable purchaser designated requirements.
z this day of.
Todd Bashford -
E j Signed: Signed: Mycommissionexpires:
el O FamF87D0-cox454rav8 Quality Manager Notary Public
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Lang Products Croup
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d 2901 S,County Road 700 East Sugar Steel-CPI/
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Z to Quality Steel 100%EAF Melted and Manufactured in the USA Chicago Heights Chicago Heights IL,60411 US
° SUGAR STEEL iL,60411 US
mr- Recycled content:PC=75.0%,Pr=22.0% Attn: Daryl Gunter Attn: Receiving
I Q ISO 9001:2015 and AES Certified
CM TR conrph'cs wWU:EN 10201 3.1.
GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL/r0000590304-10140.90lbs
p Standards Grades'
Z Product 1/Vide Flange Beam ASTi IA6/ABM-19
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e VV410K38.8 ASTMA572/A572M-18 A572 gr50/gr34$ 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
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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
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Todd Bashford �r�
E D Signed: My commission expires:
Foot,r�1o7 ort cs rove Quality Manager
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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
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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
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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
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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
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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.
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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
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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
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GENERAL INFORMATION SPECIFICATIONS SHIPMENT DETAILS BOL#0000593623-15200.00 lbs
o • Standards Grades'
Z Product Wide Flange Beam ASTfd ASIASM-19
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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
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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
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Long Products Group Ship to: Customer# 000004 Bill to:
Produced:04/23 12019
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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
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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
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)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
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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
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#)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
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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
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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
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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
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C11P2.IICAL COMPOSITION
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69900 80800 482 i 557 0.860 8.000
. 68800 81360 474 561 0.850 3.400
MECHANICAL PRoPERTii••s
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= 200.0 20.40
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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.
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€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
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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
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Notwithstanding the absence of a signature,the organization submitting the report is responsible for the content of the report Page 1 of 2
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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
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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
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# 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
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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
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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
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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
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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
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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,
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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 - ——
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1 118 1810 73/505 .62 28 2
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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
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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
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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
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0
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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 -
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E Signed: g My commission expires:
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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
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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
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�- ) ( ) �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
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Signed: Signed: My commission expires:
—I FormF•41004C2-0St rove Quality Manager Notary Public
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[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
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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
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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.
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(.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
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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
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# 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
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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
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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
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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
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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
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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'
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• • 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. \\ _
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Page 4 of 14
Storage Rook
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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.*
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Page 5 of 14
Storage .Rack
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,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 '``""�`@`='""`"`<
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hibit 9 r-,.. Exhibit' 10
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Page 0 of 14
Storage Rack,
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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"'
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Page 7 of 14
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Storage Rock
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: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
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.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
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Page 8 of 14
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, .
Storage Rack
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,
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
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Page 9 of 14
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-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 ..............
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Page 10 of 14
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23142 Arroyo Vista Rancho Santa Margarita,CA 92688 Tel:949.888.8850 Fax 949888.8851
Website:www. toragerackenglneering.com,email:ai@storagerackengineering.com
Date: 7/30/2020 ...
Re: Fabricator. Material Handling Systems, Inc :°`4 P
131 Griffin Way :z z ,„ - IIdl.
Mount Washington, K`(40047
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Approval of Proposed Fabricator for Fedex Ground Sparks �•&' \O
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25142 Arroyo Meta Rancho Santa Margalita,CA 92658 TeL 949.888.8850 Fax 949588.8851
WebsIte:www.sivragerackenglneering.corn,email alestoragerackenglneerIng.corn
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Date: 7/30/2020 skinect7no2o
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Webstie:wwwstoragerackenglneering.com,email:al@storagerackenglneering.com
Date: 7/30/2020 SklaP117.00170 ��,
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Approval of Proposed Fabricator for Fedex Ground Sparks �` -"
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Page 13 of 14
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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
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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