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52020 - o t 1
157% C00t STC4 l
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name:
Abedi residence
Inspector's License Number:
On File
Job Address:
9 Coastal Canyon Drive
Newport Coast, CA
Permit No:
S2020-0171
Cost Date:
Concrete Supplier:
Plant:
Mix Design No:
Ticket Number:
Cast / Mix Time:
Location:
Notes:
Inspection Firm or Client: John Watson
Inspector's Name: John Watson
Contractor:
Field Identification:
05/06/2021
Description:
Shotcrete Cylinder 6x12
Gary Bale Peady Mix
Specified Pc - PSI:
4,500
Irvine
Cast By:
John Watson
A5385C
No of Samples:
3
339326
Total Yards:
70
2:19 / 90 minutes
Concrete Temp (C1O64):
78F
Pool East wall
NR
NR = Not Reported. Results relate only to the tested specimens.
Date Specimens Received:
Report Date:
Technician Name:
Bellagio Construction
ICC and ACI
YCOMPRESSIVE STRENGTH DATA PER ASTM C39
05/10/2021 Equipment Used:
06/03/2021 SN of Equipment:
Andrew Segobia Calib. / Racal. Date
Test Data
Cement Type:
II / V
Admixture:
NR
Slump (C143):
2 in
Air Content (C173) (C231):
NR
Air Temp (C1064):
63F
On File
On File
On File
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (in 2)
Area
In2
Load
Lbs.
Pc
PSI
Break
Types
1 (in)
2 (In)
3 (In)
4 (In)
101781.1.1
28
06/03/2021
6:45 AM
6.00
6.00
NA
NA
28.27
131,130
4,640
3
101781.1.2
28
06/03/2021
6:48 AM
6.00
6.00
NA
NA
28.27
128,590
4,550
3
101781.1.3
Hold
28. DAY Avg. F'c PSI: 4,600
Ies: bcneeule PrMcferl by the Ulent
z Dimensions 1 and 2 - Diameters; Dimensions 3 and 4 � Helghq NA If Cylinder 2.2 > Ild > L8
a Break Type Deognatim DATA PER AST C39 Figure 2: 1= Cone, 2 = Cane and Crack, 3 = Columnar, 4 = Dlagonal, 5 = Side Fracture, 6 = Side Fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
S. $t"tw
Authorized Signature
Laboratorytests antl results reported herein were performer! forJohn watson by Specialized Wing. Inc. (dos Specialized Wing). Specialized Wing. Inc. authored this report using lobsite information submitted by ichn
Watson. Specialized Wing, Inc employs the laboratory engineer. This report shall not be reproduced, except in full, without written permission from Specialized Testing. Inc.
mt-M-eW.l
EEENEEE1EEEENN
-------
IJ
MEMO
IIIIIIIIIIIIESE
NUM
NNE
ME
NNE
EMEMEMESEEMENE
NNEEMENSE
NEIIIIIIIIIIIIII
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name: Abedi residence Inspection Firm or Client: John Watson
Inspector's License Number: On File Inspector's Name: John Watson
Job Address: 9 Coastal Canyon Drive Contractor: Bellagio Construction
Newport Coast, CA
Permit No: S2020-0171 Field Identification: ICC and ACI
Cast Date:
05/06/2021
Description:
Shotcrete Cylinder 6x12
Concrete Supplier:
Gary Bale Peady Mix
Specified F'c - PSI:
4,500
Plant:
Irvine
Cast By:
John Watson
Mix Design No:
A5385C
No of Samples:
3
Ticket Number:
339335
Total Yards:
70
Cast / Mix Time:
6:09 190 minutes
Concrete Temp (C3064):
68F
Location:
Pool floor
Notes:
NR
NR = Not Reported.
Fesults relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH
DATA PER ASTM C39
Date Specimens Received:
05/10/2021
Equipment Used:
Report Date:
06/03/2021
SIN of Equipment:
Technician Name:
Andrew 5egobla
Calib-/ Racal. Date
Test Data
Cement Type:
II / V
Admixture:
NR
Slump (C343):
2 in
Air Content (C173) (C231):
NR
Air Temp (C1064):
57F
On File
On File
On File
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (In 2)
Area
Inz
Load
Lbs.
Fill: Break
PSI Types
1 (in)
2 (in)
3 (in)
4 (in)
101781.2.1
28
06/03/2021
6:51 AM
6.00
6.00
NA
NA
28.27
137,330
4,860 3
101781.2.2
28
06/03/2021
6:54 AM
6.00
6.00
NA
NA
28.27
133,600
4,730 3
101781.2.3
Hold
28-DAY Avg. Pc PSI: 4,800
Mst 5ctledUle Prow ded by the Client
z Dimensions 1 and 2 = claimants, Dimenslrns 3 and 4= Height; NA if Cyllnder 2.2 > IA1 > L6
a Break Type Designatl on DAMPER ASTM C39 Rgure 21- Cone, 2 = Cone and Crack, 3 -Columnar. 4— Diagonal, 5 = Side fracture, 6 = Side fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
S. Sf"fW
Authorized Signature
Laboratory tests and resolts reported herein were performed for John Watson by Specialized Wing, Inc. (dba Specialized Psting). Specialized Wing, Inc. authored this report using jobte information submitted by Jahn
Watson. Speciallzah Testing, Inc. employs the laboratory engineer This report shall not be reproduced, except In full, without written permlslon firm Specialized Testing. Inc.
mt-U-W1.1
22/008
CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING SERVICES
January 3, 2022 Business License: #BT30044674
MR. SYED A RIZVI
BELLAGIO CONSTRUCTION
14244 Ballad Drive
Eastvale, California 92880-4521
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 9 COASTAL CANYON DRIVE -- CITY OF NEWPORT BEACH
Dear Mr. Rizvi:
We are pleased to inform you that the pool equipment installations located at 9 Coastal
Canyon Drive in the City of Newport Beach comply with the City's 55 dBA noise limit. No
additional noise mitigation is necessary.
The installations were measured on Thursday, January 13, 2022, using a Larson Davis
Model 700 Type 2 Sound Level Meter. The installation on the left side of the property was
observed to consist of three Pentair Intelliflo pumps and a MasterTemp 400 heater, all located in
fenced surround plus a Waterway water feature pump a few feet away in the side yard setback.
The measurement microphone was placed just beyond the top of the left side property line wall
directly opposite .the pool equipment. The measurement reported a level of 53 dBA for all four
pumps and the heater unit operating simultaneously. This level complies with the City's 55 dBA
noise limit.
A single Waterway water feature pump is installed on the right side of the property in the
side yard setback. The measurement microphone was placed just beyond the top of the right side
property line wall directly opposite the pump. This measurement reported a level of 54 dBA for
the single pump. This level complies with the City's 55 dBA noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
v
P. 6--"BOX 2325 FULLERTON, CALIFORNIA 92837
PHONE: 714-805-0115
RECORD OF: Telephone Conversation
Associated
DISCUSSION
Proj. No. , BY: DLff
Phone:
Cell:
puff t' i� ,m��rA rP Y 6�1-&
ACTION REQUIRED: /e t
64 W
3098 VIA SERENA NORTH, STE B, LAGUNA WOODS, CA 92637
(949) 295-3986 and Testing
Email=dhannanms n3 @hotmaiLco m
Report of Special Inspection
Project Name&Address Abedi, 9 Coastal Canyon Dr Newport Coast
Permit Number S2020-0171
Inspection Type(s) Reinforced Concrete
Inspection Date(s) 5.6.21 I (Periodic ❑✓ Continuous
Describe Inspection Made, including locations: Shotcrete, New Pool & Spa
Verified Permit & OK to pour by city on 5-3-21
Continuous Special Inspection per CBC Table 1705.3 #7 & Sheet S-1 Special
Inspection Note #1. Observed the placement of steel reinforcement prior to pour.
Verified clearance and bonding for new pool & spa as per approved plans: Sheet
S-2 Standard Pool Details. Observed the placement of approx. 70 CU. yards of
Type V 4500 PSI concrete for pool & spa as per approved plan Sheet S-1
Standard Pool Structural Plan, Structural Notes 5, 6 & 7.
Mix Design .4538SC 4500 3/8" supplied by Gary Bale R/M,
1 st Concrete Sample taken at pool wall east for 28 day Specialized Lab
compression testing. Concrete Test Sample Truck #4 Ticket #339326
2nd Concrete Sample taken at pool floor for 28 day Specialized Lab
compression testing. Concrete Test Sample Truck #7 Ticket #339335
Work is per plan.
List Tests
Total Inspection Time Each Day:
List Items Requiring Correction, Include Uncorrected Items Previously Listed:
N/A
To the best of my knowledge, the workinspected was in accordance with the Building Department
approved design drawings, specifications and applicable workmanship provisions of the IBC except as
noted above. /�
_. o c 1. /T,, _ 5.6.21
Print Full Name.
John Watson
FORM 9I-02, 2014