HomeMy WebLinkAboutS2022-0097 - MiscACOUSTICAL ENGINEERING ANALYSIS
1209 Santiago Dr.
Newport Beach, CA 92660
May 29, 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
1209 Santiago Dr. May 29 2024
1.0 Introduction
At the request of Mata Constructions, Yanchar Design & Consulting Group has
completed field measurements and an acoustical analysis of the pool
equipment located at 1209 Santiago Dr., Newport Beach, CA.
2.0 Project Description
The property is a single-family residence. The pool equipment is located
approximately 3 feet from the property line to the northwest
The nearest property to the northwest is also a single-family residence. The
properties are separated by a 6-foot concrete wall.
The City of Newport Beach requires a sound test by an acoustical engineer is
required to demonstrate that the noise level from the pool or spa pump is less
than 55 dBA at the property line. NBMC10.26. 025.
YANCHAR DESIGN & CONSULTING GROUP
2
1209 Santiago Dr. May 29, 2024
2.0 Field Measurements
Measurements were made at the site on May 29, 2024 to determine the sound
level of the pool equipment. The ambient noise level at the property was
dominated by aircraft overflights.
The sound level of the pool equipment measured at the northwestern property
line was 52.3 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
1209 Santiago Dr. May 29, 2024
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Continuous Inspection & Materials Testing
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441 Commercial Way, La Habra, CA 90631-6165
(5621941-2990 (71 1)526-8441
FAX (562)946 0026
FIELD DATA ON TEST SPECIMENS
--- ASTM
C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 1209 SANTIAGO, NEWPORT BEACH JOB #: DATE: 12/16/2022
JOB NAME:
PERMIT M S2022-0007 ISSUED BY: NEWPORT BEACH
ARCHITECT:
ENGINEER: POOL ENGINEERING INC.
CONTRACTOR:
SUB: FARING ENGINEERING
LOCATION IN STRUCTURE: POOL
WALLS
TRACT:
PHASE: LOT #:
CONCRETE SUPPLIER: HOLIDAY
PLANT: # MIX #: 34523
TYPE OF CEMENT: V
ADMIXTURE: TICKET M 7245539
SLUMP: 2.00 in.
WATER ADDED: 0 gal. AIR TEMP: 60 F
CONCRETE TEMP: 0 F
MIXING TIME: 60 min. TIME CAST: 09:30
DATE CAST: 11/17/2022
RECEIVED AT LAB: 11/18/2022
SPECIMENS MADE BY:
SPECIFIED PSI @ 28 Days: 4500
LAB #: 223332
CLIENT: CHRIS WHELAN INSP.
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2351860
2351861
2351862
AGE DAYS:
28
28
28
DATE TEST:
12/15/2022
12/15/2022
12/15/2022
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.A2):
12.57
12.57
12.57
CRUSH LOAD (Ibs.):
71200
73870
76450
COMPRESSIVE STRENGTH (psi.):
5660
5880
6080
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
V
IV
IV
C.T.M. USED:
Forney96
Forney96
Forney96
REMARKS:
ASTM C39, C174, C192, C470, C617, C42
COMPLIES: X DOES NOT COMPLY: FOR INFORMATION:
THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC.
SAMPLES CAST BY OTHERS:
NOTICE:These test results are from samples cast by inspectors
or technicians not employed by our firm. They were
either delivered to our laboratory or picked up by our
driver. We will accept no responsibility for the inspection
made on the jobsite by the inspector, furthermore we
do not take responsibility for any information on this
report other than the strength as tested and reported.
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHME
PRINCIPAL INEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
J�-w POJ',J
CITY OF NEWPORT BEACH
t COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
r't,.,nog"' 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newoortbeachca.Dov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address:1209 Santiago
Permit Number: S2022-0097
Inspection Type (s): Reinforced Concrete
Inspection Date (s): 11/17/2022
ElPeriodic FVContinuous
Describe Inspection, Including Location(s):
Observed the placement of 60 cubic yards of 4500 psi shotcrete, Holiday mix design 34523 for pool and
spa. All rebar and hardware was securely tied in place at time of pour, and all required clearances were
maintained.
three 4"x8" cylinders were taken from load 4 ticket # 7245539
Slump = 2.5"
List Tests Made:
Total Inspection Time Each Day:
Date: 111 /17/2022
Hours: 4
Comments:
To the best of m knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications ano�applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature:
Date:
��<<✓{:��! --
11/17/2022
Print Full Name:
Newport Beach Registration No.:
Christopher J. Whelan
NB-0661
Speciallnmpec[ionXeport 08/25/2015
CHRIS WHELAN
,t I �1SPECTI(DNS
43583 Anatra Place, Indio, CA. 92203
(949)289-5039