HomeMy WebLinkAboutX2019-0515 - MiscX2009-0515
951 �om� ago ®r Department Of Building & Safety
Material Control Section
-
221 N. Figueroa, 7t6 Floor
Los Angeles, CA 90012
Tel. (213) 482-0315
entail: ladbs_materialscon[rol@lacity.org
miAiv. LADS S.o rg FABRICATOR CERT I-IUAIE OF APPROVAL
Soelzer, Inc./DBA: Firestone Fabrication, Inc.
J. Guzman
2308 Orange Avenue
Signal Hill, CA 90755
DBA: FIRESTONE FABRICATORS, INC.
Approval No: FB01087
Branch No: N/A
Expiration Date: 12/1/2019
Approval Type: MWS/HSS/RB
Shop Location
J. Guzman
2308 Orange Avenue
Signal Hill, CA 90755
You are herby notified that your certificate of approval is valid until the expiration date shown
above under the provisions of the City Of Los Angeles Municipal Code, section 96.204 (g)
and Information Bulletin P/BC 2014-042 (Part 1) Renewal.
Lisa Yancey
Principal Inspector
Materials Control S
(213)482-7097
Firestone Fabricators
Mechanical -Industrial -Structural
2308 Orange Ave. Signal Hill, CA 90755
Phone (562) 988-1019 Fax (562) 988-0336
July 24, 2019.
GC: Saunders Construction Inc.
1760 Monrovia Unit A-1
Costa Mesa, CA 92627.
Ref: Seismic Retrofit
851 Domingo Dr.
Newport Beach CA
BLDG #2
Fabrication of your structural steel members were fabricated and shop welded in conformance
with AISC manual and the latest LA city code D 1.1. Firestone Fabricators Los Angeles City
License # FBI 087.
Please call if you have any questions.
Th on
Eva G
CEO
Firestone Fabricators
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newoortbeachca oov (949) 644-3200
SPECIAL INSPECTION REPORT
M19-0515
951 bom; ngo Dr
Project Address: 851 Domingo Drive, Newport Beach, Building #4. 1 of 2 reports
Permit Number: X2019-0517
Inspection Type (s):. Epoxy
Inspection Date (s): OS/02/ 01 9 ( ) Periodic
(X) Continuous
Describe Inspection, Including Location(sl:
_ E—pQ-Xy dowels A>i grade beams (E) Slab
#4 bars @ 24" o/c epoxied 4" minimum embed into (E) concrete slab
�4)lo�ions.�etsiveen Gri s /K -L 3/H -I F 1/B -C Detail �QMF
HL't' Yit-H200R, lot -061018L4, exp_02/2020
,and installed -per IQQ/ESg ,3187
List Tests Made:
Total Inspection Time Each Day:
Date: B/ / I i I
Hours: ( 4hrs i—_—�._--_----1------
i
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
comments:
Coatractor:S, _
aunders
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the UAC avrcnf n...oa tet,....,.
S tial Inspector Signature: I _.. Date:
I
8/2/19
Print Full Name: Newport Beach Registration No.:
Nicholas Narbeth NB -0450
SpxiallnspectlonReport 8-M-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive l P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #2. 2 of 2 reports
Permit Number: X2019-0515
Inspection Type (s): Epoxy
Inspection Date (s): 08/02/2019 ( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
Ep-nLdowels At grade beams (E) Slab
#4 bars CC 2424" o/c epoxied 4" minimum embed into (E) concrete slab
(3) loc6_tions_Between Gr' s 1/J K,2/F _G 3/B -C. Detail 2/0MF-2
Hilti Hit-HY 200R, lot -0610181-4, exp. 02/2020
Holes drilled. cleaned -and installed car ICC/ESR 31 8Z
List Tests Made:
Total Inspection Time Each Day:
Hours: j --------i --i---
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Spedal inspector Signature: Date:
I
8/2/19
Print Full Name: Newport Beach Registration No.:
I
Nicholas Narbeth NB -0450
SpeciallnspectionReport 8-2415
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
www.newoortbeachca.gov (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #3
Permit Number: X2019-0516
Inspection Type (s): Epoxy
Inspection Date (s): 08/02/2019 ( ) Periodic (X) Continuous
Total Inspection Time Each Day:
Hours: i 4hrs j
List All Items Requiring Correction (Include. Previouslylisted Uncorrected Items):
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature: Date:
i
j 8/2/19
Print Full Name: Newport Beach Registration No.:
i
Nicholas Narbeth NB -0450
SpeciallnspecHonReport 8-24-15
Describe Inspection, Including Location(s):
Epoxy -dowels At grade beams
#4 bars @ 24" o/c epoxied 4"
(E) Slab
minimum embed into (E) concrete slab
rade beam_& Grid1/D-J.
Detail 2/OMF-2
Hilti Hit-HY 200R, lot -0610181-4, exp. 02/2020
Holes drilled. cleaned.and Installed
Der lCG/ESR 3187
Total Inspection Time Each Day:
Hours: i 4hrs j
List All Items Requiring Correction (Include. Previouslylisted Uncorrected Items):
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature: Date:
i
j 8/2/19
Print Full Name: Newport Beach Registration No.:
i
Nicholas Narbeth NB -0450
SpeciallnspecHonReport 8-24-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.aov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #3. 1 of 2
Permit Number. X2019-0516
Inspection Type (s): Field Welding
Inspection Date (s): 08/20/19 (X) Periodic ( ) Continuous
Describe Inspection, Including Location(s):
Grid 1/ B,C,D,J,K,L Drag Connections at (E) post/wood beam _
L6x6x3J$"_a�b��p��yppd beams with steel rod through beams and _
Welded into ankles flare bevel top and bottom.
Length and size of_.ro_d,_angle 19"nd-length per schedule detai(3/OMF-3
List Tests Made:
Total Inspection Time Each Day:
Date: ' 8/20/19 !
Hours: j 4HRS I j
List All Items Requiring Correction (IncludePreviously Listed Uncorrected Items):
Comments:
Contractpr:Saunders
Sub contractor: Firestone Fabricators
Certified Welder: Marco Antonio Inez/LA#P004591/expires 03/06/2022 _ _
E71_T-8 Electrode
Material: A992.A36 —_
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Stial Inspector Signature: Date:
8/20/19
Print Full Name: Newport Beach Registration No.:
I
Nicholas Narbeth NB -0450
Special lnspectlonReport 8-24-15
CITY OF NEWPORT BEACH
COMMUNPI`Y DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.gov 1 (949) 644-3200
Project Address: 851 Domingo Drive, Newport Beach, Building #4. 2 Of 2
Permit Number: X2019-0517
Inspection Type (s): Field Welding
Inspection Date (s): 08/20/20 (X) Periodic ( ) Continuous
Grids
Total Inspection Time Each Day:
Date: 1.8/20/29 I
Hours: I 4HRS j
Comments:
Contractor: Saunders___
Sub contractor: Firestone Fabricators_ _
Certified Welder: Marco Antonio In_ez/LA#P004591/expires 03_/06/2_022_
E71T-8 Electrode
Material: A9 2 A3fz._ — ---— ---- — _-.
718" ARPS HS holfig (P) installed Dpr nnnnprtann Ppr Detail 9/01VIF-11 will hp torClim later datp
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature: Date:
kA= i
8/20/19
Print Full Name: Newport Beach Registration No.:
Nicholas Narbeth NB -0450
SpeciallnspeOmReport 8-24-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive 1 P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.aov 1(949)644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #4
Permit Number: X2019-0517
Inspection Type (s): Field
Inspection Date (s): 08/15/19 (X) Periodic ( ) Continuous
Describe Inspection, Including Location(s):
Angle drag connections at each end of moment frames and middle. L6x6x5/16"x4'at each end__
1/4" U -PLATE with 3/8" backing plate welded to side of columns for (E) wood beam 1/4" fillet
C5x7x24"L Channel welded to top beam flange section X -X
Grids 1/B-C,2/E-F,3/H-1,4/K-L
List Tests Made:
Total Inspection Time Each Day:
Date:/15/19
Hours:. 41ARS I i
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Contractor_Saunders
Sub contractor: Firestone Fabricators _
Certified Welder: Marco Antonio Inez/LA#P004591/expires 03/06/2022
E71T-8 Electrode_
Material: -
7/R" GR95 HR hnits 191 installart ner cnnnartinn_ Par Detail 9/OMF-1. will he torrnip Int r date
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Spedal Inspector Signature: ! Date:
1
8/15/19
Print Full Name: .Newport Beach Registration No.:
!
Nicholas Narbeth j NB -0450
SpedallnspecUonReport 8-24-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658
www.newi)ortbeachca.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #4. 1 of 2 reports
Permit Number: X2019-0517
Inspection Type (s): Field Welding
Inspection Date (s): 07/30/19 ( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
Observation of field welding at (l moment frame _ garages building #4,Grid 3/K-L,w8x28 Cols &._
Beam• f2� _Qonnections0,)Pt4p_a_n_d-bDUam beam flanges to column flange backing left in at toD _
And removed at bottom, 5/16" reinforcing weld. Detail TOME Each pass chipped and cleaned_
WeldiMdrag connection_c8x18.75x10"L w/backclate welded to side of column fla�es__5/16"___
Fillet. 8 locations Grids K L H I E F B &C. Details 12/OMF-3
Lis Tests Made:
Total Inspection Time Each Day:
Date: j 8/1 /19 I
Hours: 4hrs
List All Items Requiring Correction (Include Previously Listed Uncorrected items):
Comments:
Contractor: ewinders
Sub contractor: Firestone Fabricators
Certified Welder: Marco Antonio Inez/LA#P004591/expires 03/06/2022
E71 T_8 Electrode__—_
Ma erial: A992.A36 --_ __-
710" A 23r; uc Knit. !91 inetallarl nor rnnnortinn Par nntnil 9/r1MF-1 _ will he tornue Istpr
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature: Date:
8/1/19
Print Full Name: Newport Beach Registration No.:
Nicholas Narbeth NB -0450
SpecialimpedionRepOn a-24-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newoortbeachca.00v 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #2. 2 of 2 reports
Permit Number: X2019-051
inspection Type (s): Field Welding
Inspection Date (s): 07/90/19 ( ) Periodic (X) Continuous
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
S. Inspector Signature: Date:
i
8/11/119
Print Full Name: Newport Beach Registration No.:
I
Nicholas Narbeth NB 0450
Speciallnspe ionReport 8-2415
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
www.newportbeachca.gov I (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #4
Permit Number: X2019-0517
Inspection Type (s): Field Welding
Inspection Date (s): 07/40/19 ( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
Observation of field welding at (4)moment frames at garages buildinRA4
amps h bmeen Grids..3/B-C,E-F HJ- W8x2 col_limn-,;_and he ms (2) connections at .a .h ..__
Frame,total of_@)_connections_CJP top and bottom beam flanges to column flange,
Leavin b cking_at t 18tith.a.5/ifz Qinforcin . QId,bottom backing removed and5/1-E-___-.-_
Rp'nforcenci weld. natail '310ME. Each pass chipped anti r1paneri
.List Tests Made:
Total Inspection TimeEach Day:
Date: 7/3oL19 — !-------
-. L- L i----- ----' --:
Hours: j 8hrS r I
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Contractor_Saunders_—._— _— --- --
Sub_ contractor: Firestone Fabricators
Certified Welder: Marco Antonio Inez/LA#P004591/expires 03/06/2022
E71T-8 Electrode ---.---------
Material: A992 A36
—, .-- I , ,, �_:.- ins :.....,,u....l -------- Minn Dcr r)cf,il O/f1MP-1 will hp tnrnlle lat
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
soecifications and applicable workmanship provisions of the U.B.C. except as noted above.
S tial Inspector Signature: Date:
7/30/19
Print Full Name: Newport Beach Registration No.:
i
Nicholas Narbeth NB -0450
SpeciallnspectionReport 8-2415
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive 1 P.O. Box 1768 1 Newport Beach, CA 92658
www newoortbeachca.aov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #2
Permit Number: X2019-0515
Inspection Type (s): Field Welding
Inspection Date (s): 08/14/19 (X) Periodic ( ) Continuous
Describe Inspection, including Location(s):
Angle drag connections at each end of moment frames and middle. L6x6x5/16"x4'at each end
Welded on top of channel 1/4" fillet. L6x6x5/16'x 71, 1 /4" fillet at top beam flange.
C5x7x24"L Channel welded to top beam flange section X -X
---------- -----
_Grids C-B,G-F,K-J
11/0MF-1 8/8-OMF-2 ----- ---
Total
Date:_i $/14/1
-- 1'—
Hours: 4HRS
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
S cial Inspector Signature: Date:
i
8/14/19
Print Full Name: Newport Beach Registration No.:
Nicholas Narbeth j NB -0450
SpeciallnspectionReport 8-2415
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658
www newportbeachca.gov i (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #3.
Permit Number: X2019-0516
Inspection Type (s): Field Welding
Inspection Date (s): 08/13/19 ( ) Periodic (X) Continuous
Describe Inspection, including .Location(s):
Observation of field welding at (2)moment frames at garages building #3,w8x28 Columns & __
Beams. 4)connections.CJPAMand bottom beam flanges to column flang%backina left in at toD _
And removed at bottom, 5/16" reinforcing weld.
Grid=F/east sideG/west sidg,G/east side H/west side
Details 3/OMF 1 4/OMF 3 9/OMF3
List Tests Made:
Total inspection Time Each Day:
Date: �L/19
Nours: 8hrs —�
List All Items Requiring Correction (include Previously listed Uncorrected items):
Comments:
Contractor:Saunders—_ ----
Sub contractor: Firestone Fabricators
Certified Welder: Marco Antonio Inez/l_A#P004591/expires 03/06/2022
E71T-8 Electrode_.—______
M erial: AMA36 --
,im, wnnc uc "—i*- /m nnnnartinn Par natnii clinuF-1 will hp. tnraue later da�
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
S cI In" pector Signature: ' -Date:
i
8/13/19
Print Full Name: Newport Beach No.:
Nicholas Narbeth NB -0450
SpeciallnspecUonReport 89A 15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
www newoortbeachca.aov (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #3
Permit Number: X2019-0516
Inspection Type (s): Field Welding
Inspection Date (s): 08/10/19 (X) Periodic ( ) Continuous
Describe Inspection, Including Location(s):
Connection at Balconies to Moment frames Grids 1/E F H 1
r YR 7x1 9'Inns at_(.4)_locations each cine of (E) v"rn^rl beam
Welded to top of MF beam flanges and columns 1/4" fillet. Details 9/OMF-3. 8/OMF-2
16"ateach-and-Grid-UE&1_detaR l.2LOME.3and Fit beams-7!JQn9 weeded to.top-bear>L---
Flange,
_.Flan a 1/4" fillets 8/OMF-2
List Tests Made:
Total Inspection Time Each Day:
Date: 8/19/19
- — ----- ---i —i--- ------
Hours: ! 4HRS
List All Items Requiring Correction (Include Previously Listed uncorrected Items):
Comments:
_Contractor_Saunders—._ __-._-- -- ----- -
Sub contractor: Firestone Fabricators
_Certified Welder: Marco_Antonio Inez/lA#P004591/expires 03/06/2022
E71T-8 Electrode --__._—_-------
Material: A992 AA3 - -
._u_ -r .- --+;-- De. rlct.il 0/!11017-1 will hp tnrnnP. later riate
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
5 cial Inspector Signature: Date:
i
8/19/19
Print Full Name: .Newport Beach Registration No.:
Nicholas Narbeth NB 0450
SpeciallnspectionReport 8-24-15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive i P.O. Box 1768 ) Newport Beach, CA 92658
www.newoortbeachca.aov 1(949)644-3200
SPECIAL INSPECTION REPORT
Project Address: 851 Domingo Drive, Newport Beach, Building #2
Permit Number: X2019-0515
Inspection Type (s): Field Welding
Inspection Date (s): 07/26/2019 ( ) Periodic (X) Continuous
Describe Inspection, Including Location(s):
Observation of field welding_at (3) moment frames at garages building #2 _
_.�C6mea_fz te�vegn_GCi�S_.!_K,--ESat.B�,_W8x28 columns and beams. (2) connections 6t e;�c}�._._
Frame top and bottom beam flanges to column flange,
Leaving backing._t_7op with a 5/1 E�..ReinforcingIw bottom backinD removed
Reinforcing weld netail 2101VIF Each pass chi-pped Anti cleaner!
List Tests Made:
—7A
Total Inspection Time Each Day:
Date_ }6/19
Hours: I
8hrs -- ----r. — r- T -T---- -... - -
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Contractor:Saunders
Sub contractor: Firestone Fabricators
Certified Welder: Marco Antonio Inez/_L_A#P004591/expires
E71T-8 Electrode
Material: A9$2 A36
718" AX)S HS hr)ltq 121 npr nn vection. Ppr Detail 9/01VIF-1 will hp tnrnup later rintp
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
s tial Inspector Signature: Date:
i
7/26/29
Print Full Name: Newport Beach Registration No.:
I
Nicholas Narbeth NB -0450
Speciahnspection8eport 8-24-15
16021 Kaplan Ave., City of Insdustry, CA 91744
r Website: jebengineering.net
.: av ,ay ��;& y ae; Phone: 626-233-8208
SPECIAL & MATERIAL INSPECTION REPORT M T w T F S 5
Date: 7/25/2019
Project Name: 851 Domingo Dr Project No.:
Project Address: 851 Domingo Dr, Newport Beach, CA Jurisdiction Newport Beach
Contractor:
Sub-contractor/Fabricator: Firestone Fabricators
Weather:
Permit No:
Start Time: 7:00 AM
Reg. Hour:
Stop Time: 11:00 AM
OT Hour:
Type of Special Inspection:
I Material Sampling & Testing:
Field Welding
OFireprocifing
Batch Plant
11HS-BoltsL1MortarlGrout
Shop Welding
Reinforced Concrete
0 Engineered Fill/Grading
❑ Shear Connectors
❑ Masonry Block
11HS-BoltsDShotcrete
Drilled -Piers -Caissons
D Sprayed on material
DRebar
Masonry
nPrestressed Concrete
nAnchors/Epoxy, Expansion
0Structural Steel
■Other. NDT: UT
Approved Documents:
Work Inspected:
1) Arrived at site to perform UT(Uhmsonic Testing) on CJP
2) Calibrated UT machine for index point, horizontal sweep, sensitivity, and angle beam per AWS DLI -2015
3) See attached report for further details
The work .was Ewes not inspected in accordance with the requirements of approved documents.
The work inspected .met did not meet the requirements of the approved documents.
Material Sampling Dwas Elwas not ■N/A performed in accordance with approved documents.
Inspector Signature:
Inspector Name:
Brandon Lau
Inspector Certification: UT & MT Level II/SNT-TC-IA & CP 189
All inspections based on a minimum of 4 hours and over 4 hours -
8 hours minimum. If inspector is called to a project and no work is
performed, a 2 -hour on c3K:;
d.
Acknowledged by
age I of 2
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 851 Domingo Dr (Building 4)
Contract/Project Specificati Project Specs
Ultrasonic Testing Procedu AWS D 1.1 -2015 Section 6 Part F
Acceptance/Rejection CritE AWS D1.1 -2015 Table 6.2
I H TRaSONIC EOUIPMENTS
Project Nt
Page No. 2 of 2
Immo Examined I Teste CJP per AWS D1.1 Section 6 Table 6.2
Weld ID, pc mark
Floor gridlines, location
enWacNrer
Interpretation
weld(& mepte Rele<fe
Typsa o
Remarks
ere
Stiffener Plate
al
l 1
SR m.
RIOK
B42C
I ureeeM1y.WIn omtal
H
Sonatest
m
11W Type
70
Sonatest
PSS75752
2.25
.75'x.75"
1717/03
m
7/15/2019
12 0
0
N
Q
Tyyep atonal
Mgle
Mfg.
Mmm
(MHE
. ¢e
e
IMem a e_ . a Wan
3
D70
p
Steel
a
m g 0 a!n
DISTANCE
$ in REMARKS
�`
Nr
7/15/2019
¢ o Q
v (Discontinuity Evaluation)
on
°
sl a.
3etlel o
le
¢ LL
a
(
svn
senaO
e. n9 e,olelan p, an e
1006746
Prior to Testing
ULTRASONIC TESTING OF MATERIALS
Sudaw nandRon
Thianeee
Jointrype
Weltlgg Process
Ram Fe
VolumeMC E�rem in Leg
Reference Level
scanning level
Spatter
1/2"
Varies
FCAW
A
Ist & 2nd
66
Table 6.2
Immo Examined I Teste CJP per AWS D1.1 Section 6 Table 6.2
Weld ID, pc mark
Floor gridlines, location
Description
Interpretation
weld(& mepte Rele<fe
ep it
Remarks
B41C
Stiffener Plate
12
12 0
0
RIOK
B42C
Stiffener Plate
12
12 0
0
UTOK
B4A1
Stiffener Plate
12
12 0
0
UTOK
B4A2
Stiffener Plate
12
12 0
0
UTOK
Q4!
m E
c J m
i
,
m g 0 a!n
DISTANCE
$ in REMARKS
�`
¢ o Q
v (Discontinuity Evaluation)
a b
c d
From X From Y
¢ LL
o=
0
Total Welds
48
gecepletl Re MeO
48 0
opal
0
plence Flne eNon
4S 0
Comment
wnrrerrnmist gntimn nN RF.IFCTED WELDS
The worKNwaE Uwas nounspecteu m au:uivauce wul- Mie tequueu,e,,w e, -vv �-----•-•••-•••-•
The work inspectedE met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve 11 Date July 25, 2019
DECIBALS (dB)
DISCONTINUITY (in.)
o
Yt=_
a
i'g g
'c E i3
.5
c
Q4!
m E
c J m
LL c
,
m g 0 a!n
DISTANCE
$ in REMARKS
�`
¢ o Q
v (Discontinuity Evaluation)
a b
c d
From X From Y
¢ LL
o=
0
The worKNwaE Uwas nounspecteu m au:uivauce wul- Mie tequueu,e,,w e, -vv �-----•-•••-•••-•
The work inspectedE met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve 11 Date July 25, 2019
16021 Kaplan Ave., City of Insdustry, CA 91744
Website: jebengineering.net
i Phone: 626-233-8208
SPECIAL & MATERIAL INSPECTION REPORT M T w T F S a
Date: 7/31/2019
Project Name: 851 Domingo Dr Project No.:
Project Address: 851 Domingo Dr, Newport Beach, CA Jurisdiction
Contractor:
Sub-contractor/Fabricator: Firestone Fabricators
Weather:
Beach
Permit NO: BLDG 2: X2019-0515/BLDG 4: X2019-0517
StartTime: 8:00 AM Stop Time: 12:00 PM
Reg. Hour: 4 OT Hour:
Type of Special Inspection:
Material Sampling & Testing:
Field Welding
Fireproofing
Batch Plant
EIHS-Bolts
Mortar/Grout
I—IShopWelding
F Reinforced Concrete
71 Engineered Fill/Grading
F-1 Shear Connectors
E]MasonryBlock
11 HS -Bolts
1-1Shotcrete
Drilled -Piers -Caissons
F]Sprayed on material
Rebar
Masonry
Prestressed Concrete
Anchors/Epoxy, Expansion
Structural Steel
■Other: NDT: UT
Approved Documents:
Work Inspected:
l) Arrived at site to perform UT(Ultrasonic Testing) on CJP
2) Calibrated UT machine for index point, horizontal sweep, sensitivity, and angle beam per AWS D1.1 - 2015
3) See attached report for further details
The work ■was was not inspected in accordance with the requirements of approved documents.
The work inspected ■ met ❑ did not meet the requirements of the approved documents.
Material Sampling Dwas was not ■N/A performed in accordance with approved documents.
Inspector Signature: All inspections based on a minimum of 4 hours and over 4 hours -
8 hours minimum. If inspector is called to a project and no work is
Inspector Name: - Brandon Lau performed, a 2 -hour minimum charge will be applied.
Inspector Certification: UT &MT Level II/SNT-TC-IA & CP 189 Acknowledged by
Page 1 of 2
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 851 Domingo Dr Project Nt
ContractlProject Specificati Project Specs
Ultrasonic Testing Procedu AWS Dl.1 -2015 Section 6 Part F
Acceptance/Rejection Crite AWS D1.1 -2015 Table 6.2 Page No. 2 of 2
ULTRASONIC EQUIPMENTS
Items Examined / Testa CJP per AWS D1.1 Section 6 Table 6.2
Weld ID, pc mark
Floor gridlines, location
ManutecNrer
Sonatest
a
ypa Iwk
IIWType2
y
Moment Frame
Sonatest
eene
2.25
UTOK
o.
1717/03
Moment Frame
vnnlal lineaeiF/, GelnCan=
0 7/15/2019
4 0
0
T
BLDG 2- 3
Moment Frame
4
4 0
PSS75752
UTOK
.75'x.75'
Moment Frame
4
4 0
0
UTOK
Q
4
Typa Mate e
0
¢
f(Ml )
sine
Sefial Na.
Inleme a ecb,s. IWonDIO
UTOK
g
Steel7/15/2019
J70
C
o
ex • Fngle,oialance/s p• enaib
serialNo.
ene n
Mfg.
Melw
ene o
I006746
°
Prior to Testing
ULTRASONIC TESTING OF MATERIALS
SURaw Contligon
nlldmeas
Joint Type
Welding Prower
xamtr Fa
VdumeftliMmin Leg
Refemnw Level
swnni,g Level
Spatter,
3/4"
Varies
FCAW
A
1st&2nd
66
Table 6.2
Items Examined / Testa CJP per AWS D1.1 Section 6 Table 6.2
Weld ID, pc mark
Floor gridlines, location
Description
Interpretation
Weid(e ccept Rejecl Repaire
Remarks
BLDG 2- 1
Moment Frame
4
4 0
0
UTOK
BLDG 2- 2
Moment Frame
4
4 0
0
UTOK
BLDG 2- 3
Moment Frame
4
4 0
0
UTOK
BLDG 4- 1
Moment Frame
4
4 0
0
UTOK
BLDG 4- 2
Moment Frame
4
4 0
0
UTOK
BLDG 4- 3
Moment Frame
4
4 0
0
UTOK
Total Welds
24
MwPtM Re dM Repai,M
24 0 01
Fnal Fccnptanm
24
ne Reledon
1 0
Comment
INDICATIONS) FOUND ON REJECTED WELDS
The workEwas E] was not inspected in accordance with the requirements of the approved documents.
The work inspectedE met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 31, 2019
DECIBALS (dB)
(in.)
o
O C
REMARKS
DISANu 0aN CE
�¢
12
o(DisontinuityEval
uaton)¢ ?
oDISCONTINUITY
rom
The workEwas E] was not inspected in accordance with the requirements of the approved documents.
The work inspectedE met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 31, 2019
16021 Kaplan Ave., City of Industry, CA 91744
Website: jebengineering.net
J �+,a Phone: 626-233-8208
SPECIAL & MATERIAL INSPECTION REPORT M T W T F a a
Date: 7/23/2019
Project Name: 851 Domingo Dr Project No.:
Project Address: 851 Domingo Dr, Newport Beach, CA Jurisdiction Newport Beach
Contractor:
Sub-contractor/Fabricator: Firestone Fabricators
Weather:
Cloudy
Permit No:
Start Time:
Reg. Hour:
7:00 AM Stop Time: 11:00 AM
4 OT Hour:
Type of Special Inspection:
Material Sampling & Testing:
I—IFieldWelding EFIreproofing
Batch Plant
�HS-Bolts
D Mortar/Grout
Shop Welding Reinforced Concrete
Engineered Fill/Grading
Shear Connectors
Masonry Block
�HS-Bolts E]Shotcrete
Drilled -Piers -Caissons
Sprayed on material
11 Rebar
nMasonry U Prestressed Concrete
Anchors/Epoxy, Expansion l
❑ Structural Steel
.Other: NDT: UT
Approved Documents:
Work Inspected:
1) Arrived at site to perform UT(Ultrasonic Testing) on UP
2) Calibrated UT machine for index point, horizontal sweep, sensitivity, and angle beam per AWS Dl.] - 2015
3) See attached report for further details
The work ■was E]was not inspected in accordance with the requirements of approved documents.
The work inspected ■met did not meet the requirements of the approved documents.
Material Sampling Dwas was not ■N/A performed in accordance with approved documents.
Inspector Signature: AAW
Inspector Name: Brandon Lau
Inspector Certification: UT & MT Level 11/SNT-TC-1 A & CP 189
All inspections based on a minimum of 4 hours and over 4 hours -
8 hours minimum. If inspector is called to a project and no work is
performed, a 2 -hour minimum charge will be applied.
Acknowledged by
Page l of 2
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 851 Domingo Dr (Building 2) Project Nt
Contract/Project Speeificati Project Specs
Ultrasonic Testing Procedu AWS D 1.1 -2015 Section 6 Part F
Acceptance/Rejection CrItE AWS 131.1 -2015 Table 6.2
in TRasnNtr EOUIPMENTS
Page No. 2 of 2
Total Welds 1 72 1 72 1 0 1 0
Comment
.wfnrrernnmtet cniii nN RFJECTED WELDS
72 I tl
ManulacWre,
.A
Typao Imk
y
le
Mfg.
M e
Ha)
ae (In.
ae a o.
Suanning Level
Table 6.2
HRlmn ILNeaMy. Gain orn
CJP per AWS Dl.l Section 6 Table 6.2
Sonatestm�
Weld ID, pc mark'
Floor gridlines, location
40
IIW Type
a
70
Sonatest
PSS75752
225
.75"x.75"
1717/03
m
7/15/2019
UTOK
SCl
Stiffener Plate 12 12 0 0
Typeo al.
N
gb
Mlg.
B
MHz
SFe
ere No.
Q
In@mal Re More, ae0lutlon
c ¢` 2 a b c d
m
7/15/2019
_ca, .. .............A .L.�umnnfc
CO-
o
sUme o.
aealeo.
An9e
MOaeI
f(n z)
iu
sanal o
ax, Maie, mance aeg, ensiu
Prior to Testing
°
1006746
Total Welds 1 72 1 72 1 0 1 0
Comment
.wfnrrernnmtet cniii nN RFJECTED WELDS
72 I tl
ULTRASONIC TESTING OF MATERIALS
SURew Coni
Spatter
mannas
Varies
DECIBALS (dB)
Jgnt Type
Varies
Welailg PmWca
FCAW
®m fiom Fa
A
VOlumebic Fiem in leg
1st&2nd
Raferenm Leael
66
Suanning Level
Table 6.2
Items Examined / Teste
CJP per AWS Dl.l Section 6 Table 6.2
Weld ID, pc mark'
Floor gridlines, location
40
Interpretation
Description wela(a ccepl Rejects Repairs
Stiffener Plate 12 12 0 0
Remarks
UTOK
41
Stiffener Plate 12 12 0 0
UTOK
6Cl
Stiffener Plate 12 12 0 0
UTOK
6C2
Stiffener Plate 12 12 0 0
UTOK
SCl
Stiffener Plate 12 12 0 0
UTOK
5C2
Stiffener Plate 12 12 0 0
UTOK
Total Welds 1 72 1 72 1 0 1 0
Comment
.wfnrrernnmtet cniii nN RFJECTED WELDS
72 I tl
The work■wa: Llwas notmspectea m accoruance w,Lll or-,wullvi^u"a "..vv. --------..-
The work inspectei met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 23, 2019
DECIBALS (dB)
DISCONTINUITY (in.)
$ o c
D o
e
m ccjc
ry
z
O
K
�
$ in m jLLc
E
rn yq
REMARKS
B
c
m
o U Discontinuity Evaluation)
c ¢` 2 a b c d
_ca, .. .............A .L.�umnnfc
The work■wa: Llwas notmspectea m accoruance w,Lll or-,wullvi^u"a "..vv. --------..-
The work inspectei met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 23, 2019
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 851 Domingo Dr (Building 4) Project NI
Contract/Project Specificatl Project Specs
Ultrasonic Testing Procedu AWS D 1.1 -2015 Section 6 Part F
Acceptance/Rejection CritE AWS D1.1 -2015 Table 6.2 Page No. 2 of 2
n w nnuln QAI IIGMCIJTQ
Total Weldsl 48 1 48 1 0 J 0
Comment
........ w Ir AI/et ennun nm RRIFCTFD WELDS
48 1 0
ULTRASONIC TESTING OF MATERIALS
)v�.
DISCONTINUITY (in.)
Surface CondMon Thickness
Join[Typa WNding P,oress —ft -F- Volumeblc Fiam In Leg Reference Level
Swnning Laval
•• ,__•-•
l
Hi)
She in.)
San No.
V
n LNe�amy, aln l
Interpretation
cNWl
Oatest
A
Ype ck
IIW Type 2
M9e
9
el
5752
2 2
.75"x.75"
1 /03
po
7/15/201
�a9 nns
UTOK
B42 -D
Stiffener Plate 12 12 0 0
UTOK
°"
e
a
7/15/2019
4
tha
nnnrnved documents.
D10
Steel
eee081l
sm.
MgR
oriel
MHE)))
M9e,DiMnW p,
Prior to Testing
Serea
100674
Total Weldsl 48 1 48 1 0 J 0
Comment
........ w Ir AI/et ennun nm RRIFCTFD WELDS
48 1 0
ULTRASONIC TESTING OF MATERIALS
)v�.
DISCONTINUITY (in.)
Surface CondMon Thickness
Join[Typa WNding P,oress —ft -F- Volumeblc Fiam In Leg Reference Level
Swnning Laval
Spatter Varies
Varies FCAW A 1st&2nd 66
Table 6.2
Items Examined / Testa
CJP per AWS D1.1 Section 6 Table 6.2
V
Weld ID, pc mark
Interpretation
U (p C W C
Floor gridlines, location
Description md(e peep Reiea epair
Remarks
B41 -B
Stiffener Plate 12 12 0 0
UTOK
B41 -D
Stiffener Plate 12 12 0 0
UTOK
B42 -B
Stiffener Plate 12 12 0 0
UTOK
B42 -D
Stiffener Plate 12 12 0 0
UTOK
Total Weldsl 48 1 48 1 0 J 0
Comment
........ w Ir AI/et ennun nm RRIFCTFD WELDS
48 1 0
The worKillliwa: Uwas nul nlallovII ...... _._ -- - The work inspectedo met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 23, 2019
1I�✓IVPI..v.
DECIBALS OB)
o
)v�.
DISCONTINUITY (in.)
.C o
a
o
O W
V
U (p C W C
E
(J d
.k L
C K
3
o. N DISTANCE
N m
REMARKS
(Discontinuity Evaluation)
tha
nnnrnved documents.
The worKillliwa: Uwas nul nlallovII ...... _._ -- - The work inspectedo met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date July 23, 2019
16021 Kaplan Ave., City of Industry, CA 91744
Website: jebengineering.net
J -1131',1'2:s "u`"sbiw Phone: 626-233-8208
SPECIAL & MATERIAL INSPECTION REPORT M T W T F S S
Date: 8/8/2019
Project Name: 851 Domingo Dr Project No.:
Project Address: 851 Domingo Dr, Newport Beach, CA Jurisdiction
Contractor: Saunders
Sub-contractor/Fabricator: Firestone Fabricators
Weather:
Permit No:
Newport Beach
BLDG #3: X2019-0516
Start Time: 7:30 AM
Reg. Hour:
Stop Time: 11:30 AM
OT Hour:
Type of Special Inspection:
I Material Sampling & Testing:
Field Welding
Fireproofing
Batch Plant
"HS -Bolts
Mortar/Grout
Shop Welding
Reinforced Concrete
Engineered Fill/Grading
Shear Connectors
Masonry Block
"HS -Bolts
""Shotcrete
F—IDdlied-Piers-Caissons
"Sprayed on material
Ll Rebar
Masonry
Prestressed Concrete
Anchors/Epoxy, Expansion
I Structural Steel
■Other: NDT: UT
Approved Documents:
Work Inspected:
1) Anived at shop (Firestone Fabricators, Signal Hill) to perform UT(Ultrasonic Testing) on CJP
2) Calibrated UT machine for index point, horizontal sweep, sensitivity, and angle beam per AWS D1.1 - 2015
3) See attached report for further details
The work Nwas "was not inspected in accordance with the requirements of approved documents.
The work inspected ■met "did not meet the requirements of the approved documents.
Material Sampling "was "was not ■N/A
Inspector Signature:
Inspector Name: Brandon Lau
Inspector Certification: UT & MT Level II/SNT-TC-1 A & CP 189
performed in accordance with approved documents.
All inspections based on a minimum of 4 hours and over 4 hours -
8 hours minimum. If inspector is called to a project and no work is
performed, a 2 -hour minimum chaap 'ad.
Acknowledged by
Page 1 of
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 851 Domingo Dr Project Nt
Contract/Project Speciflcat Project Specs
Ultrasonic Testing Procedu AWS D1.1 -2015 Section 6 Part F
Acceptance/Rejection CritE AWS D1.1 -2015 Table 62
ULTRASONIC EQUIPMENTS
Page No. 2 of 2
ULTRASONIC TESTING OF MATERIALS
Surface condition Thickness Joint Typo Welding Protons
mfiom Fa VolumehicE nn in Leg Reference Level Scanning Lev&
Spatter I/2" Butt FCAWA Ist&2nd 66 Table 6.2
Comment
INDICATION(S) FOUND ON REJECTED WELDS
ManWacWrer
DISCONTINUITY (in.)
Tpre
91e
to
MW.1
(
rse (In.)
Senel o.
- ii >� i i4 a
omDMB Lmeadly, an Conal
w
Sonatest
%
I1W Type 2
a
70
Sonatest
PSS75752
2.25
.75'x.75'
1717/03
(DiscontinuityEvaluation)
7/30/2019
c tl
Y
N
Q
yy0 efial
Fnga
MW
Hz)
Sea
ere o
Internal W m.Reeolutlon
3
Din
o
Steel
C
z
7/30/2019
O
O
$Mal No.
Setlal No.
Angle
—wg.
M0001
f (M z
ize
genal No.
e. n , oiafeoalsweep, e_.i
I006746
R
Prior to Testing
ULTRASONIC TESTING OF MATERIALS
Surface condition Thickness Joint Typo Welding Protons
mfiom Fa VolumehicE nn in Leg Reference Level Scanning Lev&
Spatter I/2" Butt FCAWA Ist&2nd 66 Table 6.2
Comment
INDICATION(S) FOUND ON REJECTED WELDS
The workiwae Owes notinspected in accordance with the requirements of me approvea aocumems.
The work inspectedo met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date 8/8//2019
DECIBALS (d6)
DISCONTINUITY (in.)
E8
to
0 m `g�—�
3Z
4 �°
- ii >� i i4 a
`m v g?
Im
c d
Ti
LL
£
DISTANCE
8b
REMARKSE
m
e
m@
m
(DiscontinuityEvaluation)
¢
c tl
Y
o"
The workiwae Owes notinspected in accordance with the requirements of me approvea aocumems.
The work inspectedo met ❑did not meet the requirements of the approved documents.
Inspecto Brandon Lau Leve II Date 8/8//2019
Nucarsa,i
Sold To: B&B SURPLUS
7020 ROSEDALE HWY
BAKERSFIELD, CA 93308 US
Mill Certification
061101201$
)(2019-0515
851 Dom;ngo Dr
MTR#:199797.6
- - - Lot#:120101270620
W CEMETERY ROAD
PLYMOUTH, UT 84330 US
800.453-2886
Fax: 435-458-2309
Ship To: B&B SURPLUS
7020 ROSEDALE HWY
BAKERSFIELD, CA 93308 US
i q�0
Customer PO
216831
Sales Order #
12025990 - 5.1
Product Group
Hot Roll - Merchant Bar Quality
Product #
3015474
Grade
Nucor Multigrade
Lot#
120101270620
Size
0.25" x 6"
Heat #
1201012706
BOIL #
BOL -288088
Load #
199797
Description
Hot Roll - Merchant Bar Quality Flat 1/4" x 6" Nucor Multigrade
20'0" [240-12001-6000 lbs
Customer Part #
-
Production Date
0 510 3/2 0 1 9
Qty Shipped LBS
11637
Product Gauntry
Of Origin
United States
Qty Shipped FA
114
Origins Item
Description I
Original Item
Number
I hereby CWHI ei the tnetedel deSOMWMMIM has bemnsewfachmdln amnlance With the spetlMagons end standards Iletad amoeand VwwUt saasaes those requrarnards.
Melt Country of Origin; United States Melting Date: 04/3012019
C (%) Mn (%) P (a,G) S (a%) 81(%) NI (%) Cr (%) Mo (%) Cu (%) TI (%) V (%) Nb (%)
0.18 0.62 0.006 0.032 0.21 0.09 0.10 0.02 0.25 0.001 0.016 0.001
Sn (%)
ASTM A529 S78.2 CE (a/s) : 0.36
ASTM A992 5.4 CE (%) : 0.33
Other Test Results
)laid (PSQ : 55800
Tensile (PSO : 75500
Yield (PSQ : 55000 Tensile (PSI) : 75300
Elongation in 8"(%): 32.0 Elonga0on In 8" (%) : 30.0
Comments:
NUCOR MULTIGRADE MEETS THE REQUIREMENTS OF:
ASTM A36/A36M-14, A529/A529M-14 GR50,
A572/A572M-16 GR50, A709/A709M-17e1 GR36/50 NO CVN,
CSA G40.21-13 GR44W(300Wj/GR50W(350W),
AASHTO M270/M270M-15 GR36IGR50, ASME SA361SA36M-13
Nucor -Plymouth Is an ISO -9001 and an ABS celll8ed mill. CMTR complies with DIN EN 10204— 3.1 AJI manufacturing processes of the steel
materials in this product, including melting, casting, and hot rolling have occurred In the United States. All products produced are weld free.
Mercury, in any form, has not been used In the production or testing of this material.
TL Page t of 1
Bryden Morris, Chief Metallurgist
Mill Certification MTR#:195536.8.
.ry U= i0 ice' - 0510412019.Loi*12020 201420
.. "" .. - .. .. W CEM€TERY ROAt3--...
PLYMOUTH, UT 84330 US
800-453-2886
Sold To: B&B SURPLUS Ship To: B&B SURPLUS Fax: 435.458-2309
7020 ROSEDALE HWY 7020 ROSEDALE HWY
BAKERSFIELD, CA 93308 US BAKERSFIELD, CA 93308 US
Customer PO
215835
Sales Order #
12025994 - 8.1
Product Group
Hot Roll - Merchant Bar Quality
Product#
3006700
Grade
Nuoor Multigrade
L.ot#
120201201420
Size
6" x W x 0.3125"
Heat #
1202012014
SOL#
BOL -283869
Load#
195536
Description
Hot Rall - Merchant Bar Quality Equal Angle 6" x 6"x 5!166
Nucor Multi rade 40' O" [480' 6001-100001bs
Customer Part #
EA6X5110 4010W0
Production Date
04/21/2019
Qty Shipped LBS
7440
Product Country
Of Origin
United States
Qty Shipped EA
15
Original Item
Desai 'on
-
Original Item
Number
Meit
C(%) Mn (%) P(%)
0.17 0.71 0.010
Sn (%)
ASTM A529 S7B.2 CE (%) : 0.40
ASTM A992 5.4 CE (%) - 0-36
Other Test Results
Yield (PSI) : 52000
Tensile (PSQ : 73300
S (%) 81(%) Ni (96) Cr (%) Mo (%) Cu (%) Ti (%) V (%) Nb (%)
0.046 0.22 0.12 0.14 0.02 0.41 0.001 0.014 0.001
Yield (PSI) : 52200 Tensile (PSI) : 73400
Elongation In 8"(%): 27,0 Elongation fn 8" (°h) : 29.0
Comments:
NUCOR MULTIGRADE MEETS THE REQUIREMENTS OR
ASTM A36%36M-14, A529/A529M-14 GR50,
A5721A572M-18 GR50, A7091A709M-1781 GR36150 NO CVN,
CSA G40.21-13 GR44W(300W)1GR50W(350W),
AASHTO M270IM270M-15 GR361GR50, ASME SA36/SA36W13
Nucor -Plymouth Is an I80-9001 and an ABS certified mill. CMTR complies with DIN EN 10204 — 3.1 All manufacturing processes of the steel
materials in this product, including melting, casting, and hot rolling have occurred in the United States. All products produced are weld free.
Mercury, in any form, has not been used in the produdion or testing of this material.
Page 1 of 1
Bryden Morris, Chief Metallurgist
Mill Certification
NUC 0 iii' �-- - - - 06/10/2019
Sold To: B&B SURPLUS Ship To: B&BSURPLUS
7020 ROSEDALE HWY 7020 ROSEDALE HWY
BAKERSFIELD, CA 93308 US BAKERSFIELD, CA 93308 US
6g5l,� A
MTRPA99109.4
Lot #:120101355420
W CEMETERY ROAD
PLYMOUTH, UT 84330 US
800-453-2886
Fax 435458-2309
Customer PO
224941
Sales Order #
12024468-1.1
Product Group
Hot Roil - Merchant Bar Quality
Product#
3007388
Grade
Nucor Multigrade
Lot#
120101355420
Size
6" x 4"x 0.3126'
Heat #
1201013554 ✓-
BOL #
BOL -287572
Load #
199109
Description
Hot Rall - Merchant Bar Quality Unequal Angle 6" x 4!'x 5116"
Nucor Multigrade 40' 0" [480"16001-10000 lbs
Customer Part #
UASX4X5/16 4010W0
Production Date
06106/2019
Qty Shipped LBS
14832
ProductCountry
Of Origin
Unftetl States
Qty Shipped Flt
36
Original Item
Description
-
Original Item
Number
1 hefty cw*Nat are material dudbedit"n haSbeeneunWxmed In eom tama wllh Na epeadkedms and otaMerds Wad above and that It eatbllas than IegWnlmenls.
Malt Country of Origin: United States Melting Date: 05/28/2019
0(%) Mn (%) P (%) S(-/.) 81 (%) NI (%) Cr (%) Mo (%) Cu (%) Ti (%) V (%) Nb (Yo),
0.17 0.69 0.012 0.036 0.22 0.12 0.18 0.04 0.35 0.001 0.015 0.001,.
an (%)
ASTM A529 578.2 CE (%) : 0.40
ASTM A992 6.4 CE 1%): 0,37
Other Test Results
Yield (PSI) : 55200
Tensile (PSI) : 74600
Yield (PSI) : 54700 Tensila (PSI) : 74200
Elongation In 8" (%) : 27.0 Elongation In 8"(%): 27.0
NUCOR MULTIGRADE MEETS THE REQUIREMENTS OF:
ASTM A36/A36W14, A529/A529M-14 GR50,
A572/A572M-18 GR50, A709fA709M-17e1 GR36/50 NO CVN,
CSA G40.21-13 GR44W(300W)/GR50W(350W),
AASHTO M270/M270M-15 GR36/GR50, ASME SA36/SA36M-13
Nucor -Plymouth is an ISO -9001 and an ABS cerfffied mill. CMTR complies wlth DIN EN 10204 —3.1 All manufcetudng processes of the steel
materials In this product, Including melting, castIng, and hotrolling have occurred in the United States, All products produced are weld free.
Mercury, in any form, has not been used in the production or testIng of this material.
TL Page 1 of 1
Bryden Morris, Chief Metallurgist
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nuCOR Mill Uertification MTR# 111039.
NUCOR CORPORArroN 11/21/2018 Lot# 120200774920
NUCOR RrRCC UrAN W CEMETERY ROAD
PLYMOUTH, UT 84330 US
800-453-2886
Sold To BROWN STRAUSS - SALT LAKE CITY Ship To BROWN STRAUSS -SALT LAKE CITY Fax 435-458-2309
PO BOX 16450 800 S CHESTNUT ST
SALT LAKE CITY, UT 84116 US SALT LAKE CITY, UT 84104 US
Customer PO
40482
Product Group
Hot Roll -Merchant Bar Quality
Sales Order
12012226-4 1
Product #
2109578
Grade
Nucor Multigrade
Size
5" x 6 7#
Lot #
120200774920
BOL #
BOL -204799
Heat #
1202007749
Description
H°t Roll -Merchant Bar Quallty Structural Channel 5" x 6 7#
Load #
111039
Nucor Multigrade 40'0- 1480-16001 -10000 lbs
Customer Part #
CH5X6 7 40 1OWO
Producuon Dale
11/11/2018
Product Country
pry Shipped LBS
40200
Of On in
United States
Qty Shipped EA
150
Ongmal item
Descnp8on
Original Item
Number
IaOMbY C811MiM1"I lM1n rn.,c..ai
w..- • .-.. _ _ .
States
C(%) Mn I%) P(%)
019 066 0011
Sn I%)
ASTM A529 S78 2 CE (%) 0 39
ASTM A992 5 4 CE (°%) 0 35
Other�eulla
Yield (PS7) 51300
Tensile(PSI) 74200
S(%) Si (%) Ni (%) Cr (%)
0 038 022 008 0`13
Yield (PSI) 51100
Elongation in 8" (%) 34 0
Date
Mo I%) Cu I%) Ti I%) v(%) Nb I%)
002 026 0 001 0 015 0 00D
Tensile (PSI) 74000
Elongation in 8" (%) 35 0
omm nt"
NUCOR MULTIGRADE MEETS THE REQUIREMENTS OF
ASTM A36/A36M-14, A529IA529M-14 GR50,
A572/A572Mr18 GR50, A709/AVI)Wi7e1 GR36/50 NO CVN.
CSA G40 21.13 GR44W(30OW)/GR50W(35OW),
AASHTO M270/M27OM-15 GR36IGR50, ASME SA36/SA36M-13
Nucor -Plymouth is an ISO -9001 and an ABS certified mill CMTR complies with DIN EN 10204 — 3 1 All manufacturing processes of the steel
materials in this product, including melting. Casting, and hot rolling have occurred in the United States All products produced are weld free
Mercury, in any form, has not been used in the production or testing of this material
Bryden Morris, Chief Metallurgist
Page 1 of 1
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