HomeMy WebLinkAboutS2024-0007 - MiscACOUSTICAL ENGINEERING ANALYSIS
1811 North Hills Drive East
Newport Beach, CA 92660
July 2, 2024
YANCHAR DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1 E, Foothill Ranch, CA 92610
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com
Z dnONO ONainSNOO S N01830 NVHONVA
'9Z0 W'O' CMN eug A}iadad ay};e yap gg uegj
ssal si dwnd eds jo lood ay} woa;1ana1 asiou ag};eg; a;eilsuowE)p o} pajinbaa
si jaeui6ue leoilsnooe ue Rq }sa; punos a sajinbai goeaa }jodm9N10 AID ayl
aoua; poom loo;-g a Aq pa}ejedes aie sailladoid
agl aouepisaj lliwe;-916uis a osle si;semgljou ag} o} A:padoid Isajeou agl
;semq:pou agj o; oug Aaadad ag} woj;;aa; g Alejewixoidde
paleool si juawdinbe food agl -aouepisaa Agwe;-albuis a si Apedoid agl
uol; laosaa;oa oid o'Z
-yo 'goea8 }iodmON '}se3 anuQ spill WON 6 Lg 6 ;e pa;eool;uawdmbe
food ag};o sisAleue leoi;snooe ue pue s;uawainseew plait pa;aldwoo seg
dno E) bui}lnsuoZ) �R ubisaa jegoueA 'sio}onalsuoo �aewaa}eMjo Isanbaa aq} }y
uol;onpoi;ul 0-6
4ZOZ Z Ainr ;sea anu0 s111H NNNoN L M
1811 North Hills Drive East July 2, 2024
2.0 Field Measurements
Measurements were made at the site on July 2, 2024 to determine the sound
level of the pool equipment. The ambient noise level at the property was
dominated by birds and aircraft overflights.
The sound level of the pool equipment measured at the northwestern property
line was 48.3 dBA. Therefore, the equipment is in compliance with the
requirements of the City of Newport Beach Municipal Code.
A Soft dB Piccolo -II Integrating Sound Level Meter, Serial Number
P0219050803 and CEL Instruments Model CEL-284/2 Calibrator, Serial Number
4/09023134, were used for the measurements.
Respectfully submitted,
Yanchar Design & Consulting Group
Carl J. Yanchar
President
YANCHAR DESIGN & CONSULTING GROUP 3
4 dnoue) ONIll(1SNOO S N0I830 2IVHONVA
AIINIOIA ioaroad
�iy _.t "e 'fix `a m•`°.•e.o
m�mgkus..-_
Fanw•�•e s
a 9�C
Qn
�Y a
e
dA
4ZOZ Z Alnr 3Se3 anu0 Sll!H UPON LW
1■■■■■■■■■
mom
■MMEMUMMENNEM
■■■■■■■■■■■■■1
1■■■■■■■■
■■■■■■�■■1
MAMMEM1ME■■■■■MMMMMMNMI
■■■■■�■MI
1■■■■■■■■■■■■■■■■■■■■■
.. .- ■■■■■■■■■■■■■■■■■■■■■1
TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name:
Shiffer
Inspection Firm or Client:
JB Newsom
Inspector's License Number: On File
Inspector's Name:
Berry Newsom
Job Address:
1811 Newport Hills Drive East
Contractor:
Water Mark Pools
Newport Beach, CA
Permit No:
S2024-0007
Field Identification:
NR
Cast Date:
02/1412024
Description:
Shotcrate Cylinder
Cement Type:
II / V
6x12
Concrete Supplier:
Bender Ready Mix
Specified F'c - PSI:
4,500
Admixture:
NR
Plant:
SA
Cast By:
Berry Newsom
Slump (C143):
3 in
Mix Design No:
B450038SC
No of Samples:
2
Air Content (C173) (C231):
NR
Ticket Number:
SA107653
Total Yards:
15
Air Temp (C1064):
69F
Cast / Mix Time:
10:15 / 60 minutes
Concrete Temp (C1064):
78F
Location:
New spa
Notes:
NR
NR = Not Reported. Results
relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1231 (Unbonded Method)
Date Specimens Received:
02/15/2024
Equipment Used:
On File
Report Date:
03/13/2024
SN of Equipment:
On File
Technician Name:
Andrew Segobia
Calib. / Recal. Date On File
Test Data
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (in?)
Area
In2
Load
Lbs.
F'c
PSI
Break
iype3
1 (in)
2 (in)
3 (in) 4 (in)
122248.1.1
28
03/13/2024
8:04 AM
6.00
6.01
NA NA
28.32
145,550
5,140
3
122248.1.2
28
031131 )24
8:07 AM
6.00
6.01
NA NA
28.32
151,620
5,350
3
28-DAY Avg. F'c PSI: 5,250
' Test schedule Fronded by the Client
e Dimensions 1 and 2 = Diameters: Dimensions 3 and 4 = Height; NA if Cylinder 2.2 > I/d> 1.0
3 Break Type Designation DATA PER A5TM C1231 bationded Method) figure 2. 1 = Cone, 2 = Cone and Crack, 3 = Columnar, 4 = Diagonal, 5 = Side Fracture. 6 = Side Fracture Point
THE TEST RESULTS ARE FOR INFORMATION ONLY
,C e<ufez
Authorized Signature
Laboratory tests and results reported hereto were performed for JB Newsom by Specialized Testing. Inc. hux, Specialized Testingi. Specialized Testing, Inc. authored this report using Jobsite information submitted by JB
Newsom. Specialized Testing, Inc. employs the laboratory engineer. This report shall n rbe re: educed, except to Bull, without
5 written jermission from Specialized Testing, Inc.
Springs, lilornia 9US70 mGof-0OfA
Report of Special Inspection
Project Name&Address SHIFFER 1811 Newport Hill Dr E
Permit Number S2024-0007
InspectionType(s) SHOTCRETE
Inspection Date(s) 2-14-24 nPer odic ❑✓ Cont nuous
Describe Inspection Made, including locations:
SHOTCRETE INSPECTION
Observed the Placement of Steel Reinforcement for New Spa as per Approved
Plans Sheet 100 Details 1-12 Standard Pool Plans and Special Details 664,553,
400, 324,
Verified Size, Grade, Clearance and Bonding Prior to Placement of Approx 15
C.U. of 4500 PSI Shotcrete Mix Design # B450038SC Supplied by Bender R/Mix.
One set of Cylinders were taken @ Center area of Spa Floor. Slump results
were 3". truck # Bend -29 ticket # SA107653.
Work is per Plan.
List Tests Made
Total Inspection Time Each Day:
List Items Requiring Correction, Include Uncorrected Items Previously Listed
To the best of my knowledge, the work inspected was in accordance with the Building Department
approved des3iWeaDrigs, specifi ions and applicable workmanship provisions of the IBC except as
noted abov
2-14-24
Print Full Name: Be;PfNewsom Registration No. NP0490
wam swz, 20ia