HomeMy WebLinkAboutX2017-3400 - MiscW11-3100 -
501 E PromonforuJ)r
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.aov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 801-859 Promontory Point East, Newport Beach, CA. (Stair remodel)
Permit Number: X2017-3400
Inspection Type (s): Welding & Epoxy
Inspection Date (s): 2/13/18, 2/14/18
Periodic
Describe Inspection, Including Location(s): -
Observed the field welding at exterior stair remodel between units 100 & 108. 2 WF stringers welded at base plates
(Filets) & 2 CJP's at top of stringers to existing WF beams, 2 pipe column landing beam supports at base plates.
Details 45 & 6/S-1. Certified Welder Victor Reyes on file. Completed welds were verified for size, length, location and
are free from visible defects.
Verified the installation of 5/8" all thread anchors at base plates for landing support base plates using simpson set XP
epoxy. Verified min embed and proper cleaning of holes using nylon brush and compressed air. Epoxy lot #221 E168E,
Exp 8/19.
Stair type #1.
Total Inspection Time Each Day:
Date: i 2/13/1_8___;2/14/18
Hours: i Full ' Full
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Other than any noted discrepancies all work was done per approved plans, job site specifications, applicable codes, RR's and WPS's to the best of my
knowledge and appeared to be in compliance at time of inspection.
Special Inspector Signature: Date:
2/14/18
Print Full Name: Newport Beach Registration No.:
Peter Gilpin NB -0381
SpeciallnspectionReport 9-24-15
� 16019 Kaplan Ave., City of Insdustry, CA 917.44
Ir FRANKLIN INSPECTION Website: Franklininspection.net
3 E RV ICES
Phone: 626.255-2148
SPECIAL & MATERIAL INSPECTION REPORT M T W T F S S
Date:
Project Name: Promentary Point East 801-859/Units 102-104 Project No.:
Project Address: 801 Promontory Dr. E, Newport Beach, CA Jurisdiction
Contractor: Permit No:
Sub-contractor/Fabricator:
Weather: Sunny
Start Time: 8:00 AM
Reg. Hour:
Newport Beach
X2017-3400
Stop Time: 12:00 PM
OT Hour:
Type of Special Inspection:
Material Sampling & Testing:
Field Welding ElFireprooling
Batch Plant
DHS -Bolts
Mortar/Grout
Shop Welding nReinforced Concrete
Engineered Fill/Grading
❑ Shear Connectors
Masonry Block
DHS -Bolts DShotcrete
Drilled -Piers -Caissons
DSprayed on material
7Reber
Masonry
Prestressed Concrete
Anchors/Epoxy, Expansion
DStructural Steel
■other: NDT
Approved Documents:
Work Inspected:
1)Arrived at job site and calibrated UT machine for Index Point, Angle Beam, Sensitivity, and Horizontal Sweep per AWS Dl.l - 2015
2) Performed Ultrasonic Testing (UT) on CJP
3) See snatched UT report for further details
The work ■was Dwas not inspected in accordance with the requirements of approved documents.
The work inspected ■met E]did not meet the requirements of the approved documents.
Material Sampling was was not ■N/A performed in accordance with approved documents.
Inspector Signature:
Inspector Name:
Brandon Lau
Inspector Certification: SNT-TC-1A & CP 2186
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 1 of 2
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name Promentary Point East 801-859/ Units 102-104
Contract/Project Specificati
Ultrasonic Testing Procedu AWS DLI -2015 Section 6 Part F
Acceptance/Rejection Cr@eAWS Dl.l -2015 Table 6.2
ULTRASONIC EQUIPMENTS
Project Nt
Page No. 2 el 2
ULTRASONIC TESTING OF MATERIALS
aurtece CoeElllon
Thickness
JOlpt Typa
prim 2916
mhan Fe
Vommelft Exem In Leg
Reference level
Spanning Level
Clean
.5"
Butt
FCAW
A
1st
66
Table 6.2
comment ulvx
INDICATIOWS) FOUND ON RFJFCTF_n WF1 nC
I nn wolnilawnt Uwas nortnspemea to accoraance wap me requirements of the approved documents.
The work inspectedn met ❑did hot meet the requirements of the approved documents.
Inspecto Brandon Lau Leve 11 Date February 14, 2018
DE*OA
DISCONTINUITY (h)
QDISTANCEREMARKS
From X From Y
6 H
$' ;<
IS 8 (Discontinuity Evaluation)
I nn wolnilawnt Uwas nortnspemea to accoraance wap me requirements of the approved documents.
The work inspectedn met ❑did hot meet the requirements of the approved documents.
Inspecto Brandon Lau Leve 11 Date February 14, 2018
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.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 801-859 Promontory Point East, Newport Beach, CA. (Stair remodel)
Permit Number: X2017-3400
Inspection Type (s): Welding & Epo)
Inspection Date (s): 2/28/18, 3/1/18
Describe Inspection, Including Location(s):
Observed the field welding at exterior stair remodel between units 122 & 124. 2 WF stringers welded at base plates
(Filets) & 2 CJP's at top of stringers to existing WF beams, 2 pipe column landing beam supports at base plates.
Details 45 & 6/S-1. Certified Welder Victor Reyes on file. Completed welds were verified for size, length, location and
are free from visible defects.
Verified the installation of 5/8" all thread anchors at base plates for landing support base plates using simpson set XP
epoxy. Verified min embed and proper cleaning of holes using nylon brush and compressed air. Epoxy lot #231 E172E,
Exp 8/19.
Stair type #1.
Total Inspection Time Each Day:
Date: 2/28/18 _..__T3/1./18___
--' —
Hours: iFull Full
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Other than any noted discrepancies all work was done per approved plans, job site specifications, applicable codes, RFPs and WPS's to the best of my
knowledge and appeared to be in compliance at lime of inspection.
Special Inspector Signature:
Date:
3/1/18
Print Full Name:
Newport Beach Registration No.:
Peter Gilpin
NB -0381
SpeciahnspectionReport 8-24-15
000
rFRANKLIN INSPECTION
srr:vrc[::;
16019 Kaplan Ave., City of Insdustry, CA 91744
Website: Franklininspection.net
Phone: 626-255-2148
SPECIAL & MATERIAL INSPECTION REPORT M T w T F S S
Date: 3/1/2018 X
Project Name: Stair Remodel
Project Address: 801-859 Promontory Point East, Newport Beach, CA
Contractor: Prommontory management
Sub-contractor/Fabricator: RPS
Weather:
hot
Project No.:
Jurisdiction
Newport Beach
Permit No:
X2017-3400
Start Time:
12:00pm Stop Time: 4:00pm
Reg. Hour:
4 OT Hour:
Type of Special Inspection:
Material Sampling & Testing:
Field Welding
EFireproofing
Batch Plant
EHS-Bolts
Mortar/Grout
I—IShopWelding
EIReinforced Concrete
Engineered Fill/GradingShear
Connectors
Masonry Block
1:1 HS -Bolts
ElShotcrete
Drilled -Piers -Caissons
Sprayed on material
Rebar
Masonry
Prestressed Concrete
EAnchorslEpoxy, Expansion
Structural Steel
Other: NDT
Approved Documents:
Work Inspected: arrived at field location: 801-859 Promontory Point East, Newport Beach, CA
1)Performed Ultrasonic Examination on Stair stringer CJP splices between units 122 and 124
2) Calibrated index point, angle beam, horizontal sweep and sensitivity per AWS D1.1-2015
3) See attached UT report for details
The work ❑x was Uwas not inspected in accordance with the requirements of approved documents.
The work inspected ❑x met Edid not meet the requirements of the approved documents.
Material Sampling Dwas was not x N/A
Inspector Signature:
Inspector Name:
Kong Vuong
performed in accordance with approved documents.
Inspector Certification: UT Level IUSNT-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 minimum charge will be applied.
Page I of 2
REPORT OF ULTRASONIC TESTING OF WELDS
Project Name 801-859 Promontory Point East, Newport Beach, CA Project No. X2017-3400
Contract/Project Specification Specification Section 051200
Ultrasonic Testing Procedure AWS D1.1-2015 Section 6 Part F
Acceptance/Rejection Criteria AWS D1.1-2015 Table 6.2 Page No. 2 of 2
ULTRASONIC EQUIPMENTS
aurface CandNon
Glean
DT System
m
Type of Bb
IIW B
Pq roper
FCAW
fte
g.
Sonatest
tae
r
Items Examined /Tested:
_
CJP welds per AWS DIA, Section 6, Table 6.2
m
a r¢ane eemy, canto
Description
Interpretation
Mweld(s) Accepted Rejected Repaired Remarks
Type
=
0
2nd stringert
PSLM1025
2.25
l0
444101
r
9/1/2017
g
Q
N N
a�
y N d N Y' W 9
¢ v_ 5 rc
z
eae
ena o.
Intem Re 7' est Won
3
Avenger
o
1018 Steel
c
70°
Harisonic
AB -021212
2-25
0.75x0.75
51141
`u
8/9/2017
m
n
n
p a
ena o
(Discontinuity Evaluation)
algac
e.
2019833
B09173
600
Sonatest
PSS75752
2.25
0.75x0.75
1.1E+07
°
Prior to testingemm
aurface CandNon
Glean
ThicXneys
0.375"
JCIM Type
ButtlT-loin[
Pq roper
FCAW
Evm hom a
A/B Ce
aume cExam In LeB
1st & 2nd
Rekrence a
55 dBW
ecenNng Level
Table 63
Items Examined /Tested:
_
CJP welds per AWS DIA, Section 6, Table 6.2
=
Weld ID, pc mark
LvL gridlines, location
Description
Interpretation
Mweld(s) Accepted Rejected Repaired Remarks
between units 122 & 124
=
o
2nd stringert
WF stringer CJP to existing stringer
2 2 0 0
2 CJP welds UTOK
r
g
N N
v
y N d N Y' W 9
¢ v_ 5 rc
A c 9
c'o
L
L
m
DISTANCE
$
o, ii
2nd stringer 2
WF stringer CJP to existing stringer
2 2 0 0
2 CJP welds UTOK
REMARKS
a b c d
From X from Y
-Sti
¢` u
¢` 'p .-,
p a
o
(Discontinuity Evaluation)
Tented Accepted I Rejectetl I Repatretl Final Acceptance Final Rejection
Total Welds 4 4 1 0 1 0 4 0
Comments:
INDICATION(S) FOUND ON REJECTED WELDS
I he work was Uwas not inspected in accordance with the requirements of the approved documents.
The work inspected [0met did not neet the requirements of the approved documents.
Inspecto on Vuo eve] UT Level II/SNT-TC-lA/CP-189 Date March 1, 2018
DECIBALS(dB)
DISCONTINUITY
(in.)
V$'�
=
Euq
`v
=
o
V
V
m
r
g
N N
v
y N d N Y' W 9
¢ v_ 5 rc
A c 9
c'o
L
L
m
DISTANCE
$
o, ii
a m
REMARKS
a b c d
From X from Y
-Sti
¢` u
¢` 'p .-,
p a
o
(Discontinuity Evaluation)
I he work was Uwas not inspected in accordance with the requirements of the approved documents.
The work inspected [0met did not neet the requirements of the approved documents.
Inspecto on Vuo eve] UT Level II/SNT-TC-lA/CP-189 Date March 1, 2018
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: 801-859 Promontory Point E & W, Newport Beach, CA. (Stair remodel)
Permit Number: X2017-3399, 34004, 3084
Inspection Type
Inspection Date
3/16/18
Continuous
Describe Inspection, Including Location(s):
Observed the installation of #4 rebar dowels at exterior stair footing/landing using simpson set XP epoxy. Verified min
embed and proper cleaning of holes using nylon brush and compressed air. Epoxy lot #231 E172E, Exp 8/19.
Detail 6/S1 (4" embed)
3 locations as follows - East buildings between units_;11:4 & 146, 210 & 212, West building between units 102 & 104.
Total Inspection Time Each Day:
Date_+- —3/1.6/18------------ -------- --'
__._:- —4—.—.....__.._.__._.
"ours' Min
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
Other than any noted discrepancies all work was done per approved plans, job site specifications, applicable codes, RFI's and WPS's to the best of my
knowledge and appeared to be in compliance at time of inspection.
Special Inspector Signature: Date:
3/16/18
Print Pull Name: Newport Beach Registration No.:
Peter Gilpin NB -0381
Special Inspection Report 8-24-15