HomeMy WebLinkAboutS2023-0235 - MiscCITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newt)ortbeachca.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: #1500 GALAXY DR. GOULD RES.
Permit Number: S2023-0235
Inspection Type (s): EPDXY DOWELING FOR POOL REMODEL _
Inspection Date (s): 12/04/2023 ( ) Periodic (X) Continuous
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of tAe U.B.C. except as noted above.
SpeAst inspector S' - Date:
12/04/2023
Mid Full Name: Newport Beach Registration No.:
EDWARD SAHDALA NBO423
Speclallnspectlonaepo 8-2&15
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newporibeachca.00v 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 91500 GALAXY DR. GOULD RES.
Permit Number: S2023-0235
Inspection Type (s): EPDXY DOWELING FOR POOL REMODEL
Inspection Date (s): 12/04/2023 ( ) Periodic (X) Continuous
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions oft a U.B.C. except as noted above.
I Inspector Sign Date:
12/04/2023
PfiM.full Name: Newport Beach Registration No.:
EDWARD SAHDALA NB0423
5peciall.pectionBepon 8-24-15
���N'PokT
F CITY OF NEWPORT BEACH
n COMMUNITY DEVELOPMENT DEPARTMENT
m BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 ( Newport Beach, CA 92658
.r� v newoortbsachca.aov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: #1500GALAXY DR. GOULD RES.
Permit Number: S2023-0235
Inspection Type (s): SHOTCRETE PLACEMENT POOL AND SPA
Inspection Date (s): 12/15/23 ( ) Periodic (X) Continuous
Date• •", _"'�
• ,�c, 1. J164
Hours: ' BAM-12PM
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
S ial Inspector Sig ur .
Date:
G �7
Print Full Name: Newport
BeacWRegistration No.:
ED SAHDALA N6042-'
Speciallmsp onaeport&2415
7 Ail III► IIi.:I► Alb,II► `i► All AL
SOUTRVEST
FAX (562)916. 0026
FIELD DATA ON TEST SPECIMENS
--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 1500 GLAXY DR, NEWPORT BCH JOB M DATE: 01/12/2024
JOB NAME: GOULD RESIDENCE PERMIT #: S2023-0235 ISSUED BY: NEWPORT BCH
ARCHITECT: ENGINEER: POOL ENGINEERING INC.
CONTRACTOR: PROMONTORY POOLS SUB: C & J GUNITE & SHOTCRETE INC.
LOCATION IN STRUCTURE: POOL AND SPA
TRACT: PHASE:
LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: IRVINE MIX #:.453/8SC
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 402084
SLUMP: 2.00 in. WATER ADDED: 0 gal. AIR TEMP: 55 F
CONCRETE TEMP: 64 F MIXING TIME: 0 min. TIME CAST: 08:45
DATE CAST: 12/15/2023 RECEIVED AT LAB: 12/18/2023
SPECIMENS MADE BY: ED SAHDALA SPECIFIED PSI @ 28 Days: 4500
LAB #: 241012 CLIENT: ED SAHDALAS SPECIAL INSP.
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2423921
2423922
2423923
AGE DAYS:
28
28
28
DATE TEST:
01/12/2024
01/12/2024
01/12/2024
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.k):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
64480
65150
66895
COMPRESSIVE STRENGTH (psi.):
5130
5180
5320
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
IV
III
III
C.T.M. USED:
Forney96
Forney
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 techniclans not employed by our firm. They were
taher deilverz<d Ic oar laboratnry or tucked pup kw oi rr
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 tnis
report othcc lh m the sL enyth as testec acn reponed.
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHMEDC-) dk
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - V1=POINTED
ACOUSTICAL ENGINEERING ANALYSIS
1500 Galaxy Drive
Newport Beach, CA 92660
June 17, 2024
YANCHAR DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1E, Foothill Ranch, CA 92610
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com
1500 Galaxy Drive June 17, 2024
1.0 Introduction
Yanchar Design & Consulting Group has completed field measurements and an
acoustical analysis of the pool equipment located at 1500 Galaxy Drive,
Newport Beach, CA.
2.0 Project Description
The property is a single-family residence. The pool equipment is located
approximately 10 feet from the property line to the north.
The nearest property to the north is also a single-family residence. The properties
are separated by a 6-foot wood fence.
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
1500 Galaxv Drive June 17, 2024
2.0 Field Measurements
Measurements were made at the site on June 17, 2024 to determine the sound
level of the pool equipment.. The ambient noise level at the property was
dominated by frequent aircraft overflights and local traffic.
The sound level of the pool equipment measured at the eastern property line
was 53.5 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