HomeMy WebLinkAboutS2016-0024 - Misc1/25"2015 4.31 PM FROM: FaX SGIITHb'ESE„P,T,i k(; INSPECTION TO: +5 (7141 501-3050 PAGE: e1j2 Ck rg,:
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FIELD DATA ON TEST SPECIMENS S)016 -00A
- ASTM C31, C138, C143, C172, C173, C231, C1064 --- 1611 RulkLn
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 1514 RUTH LANE, NEWPORT BCH JOB #:
DATE: 04/25/2016
t0B NAME: STREMICK
PERMIT* S2016-0024
ISSUED BY:
ARCHITECT:
ENGINEER: LACHER
CONTRACTOR: CAPACI ENT.
SUB: DYNAMIC SHOTCRETE
INC.
LOCATION IN STRUCTURE: BOTTOM OF THE POOL
oATE .TEST:
TRACT:
PHASE:
LOT #:
";()N(, RETE SUPPLIER: NATIONAI
RDY MX PLANT:
MIX #: 7 1/2-1
""PE OF CEMENT: V
ADMIXTURE:
TICKET #: 238135
St. UMP: 0.00 in.
WATER ADDED: 0 gal.
AIR TEMP: 0 F
ICNCRETE TEMP: 0 F
MIXING TIME: 0 min.
TIME CAST: 11:50
P ATE CAST: 03/21/2016
RECEIVED AT LAB: 03/30/2016
>PECIMEDS MADE BY: PANCHO
SPECIFIED PSI @ 28 Days: 4500
"..AB #: 67038
CLIENT: RICHARD LUiZ
.� TING INFORMATION:
COMPRESSIVE STRENGTH (psi.):
j HEIGHT -DIAMETER RATIO:
5070
j is{.MPLE IDENTIFICATION:
746318
oATE .TEST:
0411812016
S!ZE (in.); Height X Diameter
8.000 X 4.006
AREA (!r A2):
12.60
CRUSH LOAD (Ibs):
63845
COMPRESSIVE STRENGTH (psi.):
j HEIGHT -DIAMETER RATIO:
5070
v
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
'BREAK TYPE;
1 C.T.M. USED:
Ferney96
T,FiiRARiCS. THAT 15 NOT PEf2:A8TM C.39-. TE5T ERITE}2iA F?ER.SEC:7.
ASTM C39, C174, C192, C470, C617, C42
COMPLIES: DOES NOT COMPLY: FOR INFORMATION: X
1 HIS RF. PORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUTTHE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC.
`.Af,JPLES CAST BY OTHERS:
'40 rf"7hese test results are from samples cast by inspectors
or technicians not employed by our firm They were,
eit er defivered to our laboratory or picked up by our
drwer. We will accept no responsibility ter the inspection
lde on the jobsite by the inspector, tur'hermore we
do not fake responsibility for any iniormMion on this
report other than the strengthas tested and reourted.
PST 11 C39 BREAKS. I=CONE - II=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ERROL k
111=COLUMNAR - IV =SHEAR - V=SIDE FRACTURES - VI=POINTED
City of Newport Beach Special Inspector Manual
CITY OF NEWPORT BEACH
U;> COMMUNITY DEVELOPMENT DEPAR'T'MENT
BUILDING DIVISION
tsnla.�Nw 100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
.....
vvvvw.newDortbeachca.cxov (949) 644-3200
Project Address: 1.E14Z-A A
er—
PermitNumbertseiir°sa'2..4
5z016 -007A
1514 Ru+h La
Inspection Type (s): caLAJZ) b C.t-� kit.
Inspection Date (s): `v-21 - E(,=�, ( } Periodic QWContmuous
Describe Inspection, Including Location(s):
XZ --
List Tests Made:
t [ Total Inspection Time Each Day:
Date:
Hours:
List All Items Requiring Correction (Include Previously Listed Uncorrected Items):
Comments:
To the best of m knowledge, the work inspected was In accordance with the Building Division approved design drawings,
specifications ano�analicable workmanship provisions of the U.S.C. except as noted above.
'peciat ctor si+i.
e: ;
^} 9 _Date:
Print Full Name:
j Newport 8ea_c_h Registration No.:
It
51,11 LM apeOinnReport 09(3511015
67
City of Newport Beach Special Inspector Manual
r� CITY OF NEWPORT BEACH
COMMUNITY DEVEIIGP'MI<1NT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive i P.O. Box 1768 Newport Beach, CA 92658
v.,vNN.newrortbeachca.aov(949)644-3200
Project Address: LA ii 61
t
Permit Number:
Inspection Type (s):___,
Inspection Date
at
Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was
performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable
workmanship provisions of the Uniformed Building Code,
pedal ins rector 5ignaix4oe:
Date: _
_
__
Print7rujll Name:
Newport Beach Registration No.:
SpetlallnspectlonFlnalProjectiieport 08(2512015
[93
5,2016.00A
151P1 Rufh [.n
ACOUSTICAL ENGINEERING ANALYSIS
1514 Ruth Lane
Newport Beach, CA 92660
For:
Capaci Enterprises
11841 Kensington Road
Los Alamitos, CA 90720
September 19, 2016
YANCHAR DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1E, Foothill Ranch, CA 926100
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com..
Capaci Enterprisesl1514 Ruth Lane October 14, 2016
1.0 Introduction
At the request of Capaci Enterprises, Yanchar Design & Consulting Group has
completed field measurements and an acoustical analysis of the swimming pool
equipment located at 1514 Ruth Lane, Newport Beach, CA.
2.0 Proiect Description
The property is a single family residence. The pool equipment is located
approximately 4 feet from the north property line and 13 feet" from the east
property line.
The adjacent property to the north is a two story single family residence located
approximately 5 feet from the property line. The two properties are separated by a
6 foot high 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 pump is less than 55 dBA
at the property line. NBMC10.26. 025.
YANCHAR DESIGN & CONSULTING GROUP 2
Capad Enterprises/1514 Ruth Lane October 14, 2016
2.0 Field Measurements
Measurements were made at the site on October 14 to determine the average
sound level of the pool equipment at the property line
The pool equipment measured 52.7 dBA at the north property line and 49.9 dBA
at the eastern property line and therefore meets the requirements of the City of
Newport Beach Municipal Code. The measurement at the north property line
includes the contribution of the neighbor's spa equipment which is directly
opposite.
A Bruel and Kjaer Model 2231 Integrating Sound Level Meter, Serial Number
1413393, and Microphone Model 4189, Serial Number 2305616 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
Capaci Enterprisesl1514 Ruth Lane October 14, 2016
PROJECT VICINITY
YANCHAR DESIGN & CONSULTING GROUP 4