HomeMy WebLinkAboutS2018-0177 - MiscSaa►g-0177
CITY OF NEWPORT BEACH .90309 Cypras S+
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.gov 1(949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: Horowitz Residence, 20304 Cypress Street, Newport Beach
Permit Number: S2018-0177
Inspection Type (s): Reinforced Concrete
Inspection Date (s): 10/26/2018 11 Periodic Continuous
Describe Inspection, Including Location(s):
Observed the placement and consolidation of 70 cubic yards of 4500 psi Shotcrete, Cemex mix design
#1419319 at pool and spa. All rebar and hardware was securely tied in place at time of pour, and all
required clearances and coverages were maintained.
List Tests made:
two 6"x12" cylinders were taken from load 1 ticket #28066234 Slump = 2" Concrete temperature = 82 F
Total_ Inspection rime Each Day:,'
Dabl3: 10/26/2018
,Hours: :4 I
To the best of mg knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications an o applicable workmanship provisions of the U.B.C. except as noted above.
10/26/2018
Christopher J. Whelan NB -0661
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-
ESI/FME INC
STRUCTURAL CAI INEERS
'roject Name: '"i
S20iS-0177
9030q Cypress v
Page:
Date:
Job No: tz Client:
Plan
Plan No:
A CONNECTION
S�018-0177
20301! Cypress 54
19/053
CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING SERVICES
March 22, 2019 Business License: #BT30044674
MR. J MARTINEZ
MATA CONSTRUCTION
910 E. 4th Street
Santa Ana, California 92704
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 20371 CYPRESS STREET -- CITY OF NEWPORT BEACH
Dear Mr. Martinez:
We are pleased to infonn you that the pool equipment installation located at 20304
Cypress Street 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, March 22, 2019, using a Larson Davis Model
700 Type 2 Sound Level Meter. The installation was observed to consist of one Jandy E -Pump
variable speed pump, two Jandy Stealth pumps, one Jandy PlusHP pump, and a Jandy JXi heater,
all located in a side yard setback. All four pumps had been wrapped in heavy furniture moving
blankets. The measurement microphone was placed just over the top of the nearest property line
wall directly opposite the pool equipment. The measurement reported a level of 54 dBA for all
four pumps and the heater operating simultaneously. This level complies with the City's 55 dBA
noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
Prepared by:
4iistopher=J au
President
P .-O. BOX 2325
FULLERTON, CALIFORNIA • 92837
PHONE: 714-805-0115
)0304 Cypvws S+ SMS -0177
® c Onr:nuous inspecrron � nsarereais , esring
UT ®®. ®®® AllkAL
Inspection & Testing, Inc. INV 1W �w
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. 20304 CYPRESS ST. JOB #:
JOB NAME: HOROWITZ RESIDENCE PERMIT S2018-0177 ISSUED BDATE:NEwPOR018
ARCHITECT: ENGINEER: POOL ENGINEERING INC.
CONTRACTOR:MATA SUB:
LOCATION IN STRUCTURE: POOL AND SPA
TRACT:
CONCRETE SUPPLIER: CEMEX
TYPE OF CEMENT:
SLUMP: 2.00 in.
CONCRETE TEMP: 82 F
DATE CAST: 10/26/2018
SPECIMENS MADE BY.
LAB #: 128438
TESTING INFORMATION:
PHASE:
PLANT: 4486A
ADMIXTURE:
WATER ADDED: 0 gal.
MIXING TIME:
SAMPLE IDENTIFICATION:
1773613
AGE DAYS:
28
I.DATE TEST:
11/23/2018
SIZE (in.): Height X Diameter
12.000 X 6.000
AREA (in.A2):
28 27
CRUS_ H LOAD (lbs.):
181490
COMPRESSIVE STRENGTH (psi.):
6420
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
II
C.T.M. USED:
BK
REMARKS:
LOT #:
MIX #: 1419319
TICKET #: 28066234
AIR TEMP: 72 F
TIME CAST: 13:40
RECEIVED AT LAB: 10/29/2018
SPECIFIED PSI @ 2j --Days
. 4500
CLIENT: CHRIS WHELAN INSP.
1773614
28
11/23/2018
12.000 X 6.000
28.27
180550
6390
0
ASTM C39, C174, 0192, 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: 1=CONE - 11=CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST IUSPECTION AND TESTING
ERR4MAER6t�
LAB.
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - V1=POINTED