HomeMy WebLinkAboutX2019-3211 - Misc20/005
CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING
January 17, 2020
MR. LARRY DEVORE
DEVORE POOLS & SPAS
P.O. Box 828
San Juan Capistrano, CA 92693
SERVICES
Business License: #BT30044674
X,2019-3,211
.501 V;a L;do fotJ
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 501 VIA LIDO SOUD -- CITY OF NEWPORT BEACH
Dear Mr. Devore:
We are pleased to inform you that the pool equipment installation located at 501 Via Lido
Soud in the City of Newport Beach complies with the City's 55 dBA noise limit. No additional
noise mitigation is necessary.
The installation was measured on Friday, January 17, 2020, using a Larson Davis Model
700 Type 2 Sound Level Meter. The installation was observed to consist of a pair of Pentair
Intelliflo pumps, a single Pentair Whisperflo pump and a MasterTemp 400 heater, all located in a
side yard setback. The measurement microphone was placed just beyond the top of the nearest
property line wall directly opposite the pool equipment. The measurement reported a level of 55
dBA for all three pumps and the heater unit operating simultaneously. This level meets the City's
55 dBA noise limit.
Thank you, and i there are any questions, please do not hesitate to call.
Pr ��� by:
`K-
C/
Christopher Jeaci
President
P. O. BOX 2325 • FULLERTON, CALIFORNIA • 92837
PHONE: 714-805-0115
Peg Vol" c Pod 5
CITY OF NEWPORT BEACH P a -( A
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachce.gov 1 (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 501 V tA4. Lida— S ov-d
Permit Number: 5 2olS - .
Inspection Type (s): go-.vxe &c
Inspection Date (s): -q — 1)S—d.0
( ) Periodic X) Continuous
Describe Inspection, Including Lacation(s)E.. p'
Ac6ChGn�1T �cnT LH ��AL�dQ.e[A�
%,�la_r1l I4-•.,� �_.�.,�_o-n Same,,,��s�—_...4�.._�'.1�021�.�y
List Tests Made:
1)5 m I-Tes 4501) P57— r'. 5 dg3577/
Total Inspection Time Each Day:
Date 4 -as
List All Items Requiring Correction (Include Previously Usted Items):
.Comments:
— �Mlnit'^�AL. r`C�ta.f7� _GMo U. _------
iota ma�,.JC Genso��irNrio,n���a„ Cr a -/►.Lc �►-.^� -
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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.
special inspector Signature: Date::.
Print Full Name:. Newport Beach Registration No.:
��'�'� ON>✓s- N/ v 5 24
SpecialinspedionReport 8-2415
Continuous Inspection & Materials Testing
___._____.__
SOUTHWEST �ss��������►���e
Inspection & Testing, Inc. 441 Commercial Way, La Habra, CA 90631-6168
(562)941-2990 - (714)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: 601 VIA LIDO SOLID, NEWPORT BEACH JOB #: DATE: 06/03/2019
JOB NAME: PERMIT #: S2018-0064 ISSUED BY: NEWPORT BCH
ARCHITECT: `ENGINEER: POOL ENGINEERING INC.
CONTRACTOR: DEVORE POOLS SUB: TRIFORCE SHOTCRETE
LOCATION IN STRUCTURE: POOL AND SPA
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: IRVINE # 2 MIX M GB450038SC
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 292571
SLUMP: 3.00 in. WATER ADDED: 0 gal. AIR TEMP: 60 F
CONCRETE TEMP: 80 F MIXING TIME: 35 min. TIME CAST: 07:45
DATE CAST: 04/25/2019 RECEIVED AT LAB: 04/29/2019
SPECIMENS MADE BY: BRADLEY JONES SPECIFIED PSI @ 28 Days: 4500
LAB #: 140123 CLIENT: BRADLEY JONES INSPECTION
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1820000
1820001
1820002
1820003
AGE DAYS:
7
28
28
28
DATE TEST:
05/02/2019
05/23/2019
05/23/2019
05/23/2019
SIZE (in.): Height X Diameter
8.000 X 4.003
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.k):
12.59
12.57
12.57
12.57
CRUSH LOAD (lbs.):
48490
72270.
72560
72110
COMPRESSIVE STRENGTH (psi.):
3850
5750
15770
5740
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
IV
III
V
III
C.T.M. USED:
Forney96
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: RESPECTFULLY SUBMITTED
NOTICE:These test results are from samples cast by Inspectors SOUTHWEST INSPECTION AND TESTING
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 ZAFAR A��NGI
do not take responsibility for any information on this PRINCIPAL NEER
report other than the strength as tested and reported.
ASTM C39 BREAKS: [=CONE - ll=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED