HomeMy WebLinkAboutS2022-0185 - MiscACOUSTICAL ENGINEERING ANALYSIS
314 Evening Canyon Rd.
Newport Beach, CA 92660
August 12, 2024
Y NCH R DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1E, Foothill Ranch, C 92610
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com
314 Evening Canyon Rd. August 12, 2024
1.0 Introduction
At the request of Steele Pools, Yanchar Design & Consulting Group has
completed field measurements and an acoustical analysis of the pool equipment
located at 314 Evening Canyon Rd., Newport Beach, CA.
2.0 Protect Description
The property is a single-family residence. The pool equipment is located
approximately 3 feet from the property line to the south.
The nearest property to the south is also a single-family residence. The properties
are separated by a 6-foot CMU 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
314 Evening Canyon Rd. August 12, 2024
2.0 Field Measurements
Measurements were made at the site on August 12, 2024 to determine the
sound level of the pool equipment. The ambient noise level at the property was
dominated by aircraft overflights and local construction activity.
The sound level of the pool equipment measured at the northeastern property
line was 49.8 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 GEL Instruments Model CEL-284/2 Calibrator, Serial Number
4/09023134, were used for the measurements.
Respectfully submitted,
G
Yanchar Design & Consulting Group
Carl J. Yanchar
President
YANCHAR DESIGN & CONSULTING GROUP 3
314 Evening Canyon Rd. ♦ µyy' August 12, 2024
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TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET
PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB)
Project Name:
0luewater Est
Inspection Firm or Client:
JS Newsom
Inspector's License Number: On File
Inspector's Name:
Berry Newsom
Job Address:
314 Evening Canyon Road
Contractor:
Steele Pools
Corona Del Mar, CA
Permit No:
S2022-0185
Field Identification:
NR
Cast Date:
1229/2022 Description:
Shotcrete Cylinder 6x12
Cement Type:
IIN
Concrete Supplier:
Bender Specified F'c - PSI:
4,500
Admixture:
NR
Plant:
Santa Ana Cast By:
Berry Newsom
Slump (C143):
3 in
Mix Design No:
B450038shot No of Samples:
3
Air Content (C173) (C231):
NR
Ticket Number:
SA891186 Total Yards:
30
Air Temp (C1064):
60F
Cast / Mix Time:
8:08 / 60 Mintnes Concrete Temp (C1064):
78F
Location:
New pool and spa
Notes:
NR
NR = Not Fl ied. Posults relate only to the tested specimens.
LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C1231 (Unbonded Method)
Date Specimens Received: 12/30/2022
Equipment Used:
On File
Report Date:
01262023
SN of Equipment:
On FIe
Technician Name:
Andrew Segobia
Calib. / Racal. Date On File
Test Data
Specimen ID
Number
Age at
Test
Date Of
Test
Time Of
Test
Specimen Dimensions (in?)
Area
In2
Load
Lbs.
Vc
PSI
Break
Type;
e
1 (in)
2 (in)
3 (in)
4 (in)
114372.1.1
28
01/262023
7:30 AM 6.00
6.D0
NA
NA
2827
170,640
6,040
3
`3
114372.12
28
0126/2023
7:33 AM 6.00
6.00
M
NA
2827
168,320
5.950
114372.1.3
Hold
® 28-DAYAvg. F'c PSI: 6,000
as scheeule Resided by the Client
z aimensons 1 and 2 - Diameters: Dlmenaoos 3 and 6 = Height'. NA if Cylinder 2.2 > [to > 18
Creak Type Dmgnatim DATA PER ASI M31(llntwndsl Merhdl figure21- tons ,'<aC.,, antl crack, 3-Columnar,4=Diagcnal.5=Sitle Frature. 6-Side Facture PN It
THE TEST RESULTS ARE FOR INFORMATION ONLY
Authorized Signature
,ro atorytess and herein were peerftrmd for It Neesar by Specialize) YYing,mc.lobs Speclahzed Toting). Specialized 1 Ing,Inc. authored this report usng job9te information mhmltted try Ia
Newmrn. Specialize0 wing, Inc. emplgs [M1e IatNta[oy err9ineer. This report Jrall not, be reprducd, excTut m full, without wntten permimm Kam Sgxializd Y3in9. Inc.
10600 Pioneer Oeulewr0. S k e 6 Santa Pa Serbs, ralHemla 906T nt 1ffi3
Newsom
Consultants
DepLny tnspection Services
Berry Newsom 333 w Bay St Costa Mesa 92627 714-717-7382 Fax 949-631-0560
REGISTERED INSPECTOR'S REPORT I
job No Om 5- -24
Tun
TYPE OF
ad CDncrale
Cwrel Steel A C—"
INSPECTION
don CAOGrete
rd
Fre P W6ng
REQUIRED
ed Masonry
T6aue6DR
attLaww
-BArGtdm9s Shotcrete
Ad*esv- 26600 Poseo Retirada- San Juan Cap
PWM!t ND-: B24-0274
Nam: Marbazan
tawea By'. City
YPe re' New Pool/Spa
Arew®et Pool Engineering
mate" Damon (type• w8&. wim), SH_OTC_RETE
Ewrww. Lacher
4500 PSI Mx # 84500385C
contraefor STEELE POOLS
Swmwftcwr Tri Force
tlspecbom (a) Nan Berry Newsom_
comaet inla: Brent Gate 6830#
TEST PERFORMED
TYPE OF SAMPLE
SLUMP
QUANTITY RV SET
ADDITIONAL REMARKS ON SAMPLES
Cylinders
I
3"
Z
Set 1
INBPECTIDN SUMMARY- LOCAn OF wows wsPECTEG, TEsr suaLes TAML wamc nEtEcrm" PROBLEMS. PROGRESS nEu - ETC.
INC100® wPopNAnox Aeour AlwvNroclurEaML i� oR MxNTx PERFaataEfl. xua�]r, TYPES mENTIRCATON
NOS oP TEsr sMLwiEs rAxEIM: sTnOCnmAL eowlEcna+s (wELO wce, xa eGLTs TOROOE7 atEa®. Erc.
5HOTCRETE INSPECTION
Observed the Placement of Steel Reinforcement for New Pool/5pa as per Approved
Plans Sheet 100 Details 1-12 Standard Pool Plans and Special Details 634W and 210
Prior to Placement of Approx 40 C.U. yards of 4500 P5I Shotcrete Mix Design
B4500385C Supplid by Benders R/Mix . Verified Size, Grade, Clearance and Bonding.
One set of Cylinders were taken @ Center of East wall. Slump results were 3"
truck # Bend 36 ticket # 5A110960.
Work is per Plan
CERTIFICATE OF COMPLIANCE
I HEREBY fcRnFY THAT I NAVE PISPEL-ED i0 ME BESt OP NY gKKVtEDGE
ALL pi i� ABP/E (✓£PORTED Y.OFIX VNLf99 0r1{RW19E xOIFD � HAVE
/ 8004641 ICC
SPECIALTY%C NO. AGENCY
PAGE 1 CF
ALL pQOfCnOIiS RADED OR AI@11WY OG A MOUO AA0 OVER 1 NOURS4110nR
MBNBeRm q iDDSi1CN. AM P6PECilOM 6STEIDDS PA.Sil1¢ ROCN Nd1R WRL
BEM B�idAi Ythl6tW
ApproM By
Peoteet sroemNeed.M
Newsom
Consultants
Deputy Inspection Services
Berry Newsom 333 W Bay St Costa Mesa 92627 714-717-7382 Fax 949-631.0560
REGISTERED INSPECTOR'S REPORT
Job No.
I Data, 1P-P9-22
1 Tana
TYPE OF
face I Concrete
rat Steal Aaaamay RYCGWW
INSPECTION
Te"slen Concrete
MoodConstructionry
Firs Proo" LJEPWW
eliftroad MasonREQUIRED
-Bar Ceilings 171pow SHOTCRETE
Address' 314 Evening Canyon Rd - Crone Del Mar
Permti No.: S2022-0185
Name: Bluewater Est
Issued By. City
TYPO 01 aiructUna: New Pool/Spa
Architect: PE
Mete W 138501`0011MIPS-91`1111119-6mmySHOTCRETE
now.. Biedenback
4500 PSI Mix # B450038shot
tractor. Steele Pools
Fcmitictinio:
contractor. Tri Force
Inspectors (a) Name: Berry Newsom
Charlie
TEST PERFORMED
TYPE OF SAMPLE
SLUMP
QUANTITY IN SET
ADDITIONAL REMARKS ON SAMPLES
Cylinders
X
3
set 1
INSPECTION SUMMARY- LOCATION OF WOW OWSCTED. TEST SAID ES TAIM. WOTN RFJECrED. JOB MWOLt318, PROGRESS ROAARIM, ETC.
INCLUDES INFORMATION ABOUT AIWKWOF MATERIAL RAC® OR IWOM PERFORMED. WINNER. TYPE E ME iTIFICATtdI
tare OFTM SAMPLES TARN: aTRIICnAAL CONNECTIONS (VIEW MADE H.S. aOLTa TORQUE) CNECI®, ETC.
SHOTCRETE INSPECTION
Observed the Placement of Steele Reinforcement for New Pool/Spa as per Approved Plans
Sheet 100 Details 1-12 Standard Pool plans and Special Details 501 and 571 Prior to
Placement of Approx 30 C.U. yards of 4500 PSI Shotcrete Mix Design B4500shot Supplied
by Bender R/Mix . Verified Size, Grade, Clearance and Bonding. One set of Cylinders were
taken @ Center area of West wall. Slump Results were 3" truck # B21 ticket # SA891186.
Work is per Plan.
CERTIFICATE OF COMPLIANCE
I HERESY CERTIFY TWAT I NAVE INSPECTED TOTHE BEST OF NY IINOVYLEDGE
ALL OF THE ABODE REPORTED WOW UNLESS aT1 ZIE NOTED -I INVE
FOUND TMS WORK COMPLIES WITH THE APPROVED PLANS, SPECIFICATIONS
AND APRK�.f =... _.NS OF THE GOVERNING MILDNG LAWS.
R/C / 8004641 ICC
SPECIALTY / NO- wuencT
COMNUED ON NDCT PAGE PAGE 1 Or 1
ALLIIDD G IONa BADEO ON A MNWUM OF NOUNSANC 0Y •HOURSd HOUR
wNWIN6.IN AOOmON, ANY WSPELTIOR EXTsoom n*srTHE NOON NODR WKL
SEAM a-XOI1R YIIOEIM
Appowd or
Project SupeMbrMps