HomeMy WebLinkAboutS2019-0028 - MiscMIDGET
A Professional Inspection Service
365 Mainsail Road,
Oceanside, CA 92054
s
Report of Special Inspection
Office; (760) 757-0556
Cell: (949) 370-7922
Fax: (760) 757-1064
SXN-008
N29 606Y Dr
PermitNumber .- w" E"
InspectionType(s) ,
InspectionDate(s) ` !" 1"`� [ J Periodic [ J Continuous
Describe Inspection Made, including Locations:
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List Tests Made: _- VL, 2`'\V^) ( —4 -- + -L
Total Inspection Time Each Day:
Date 41
Hours
List Items Requiring Correction, include uncorrected items previously listed
Comments:
To the best of my knowledge, the work inspected was in accordance with the Building Department approved
design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. All
inspections based on four hour minimum. Inspections exceeding four hours will be billed at eight hours. Any
inspections beginning before 12:00 noon and end after 12:00 noon will be�billed as eight hours
Signed: t 1ii1 i ,.,� Date
Print Full Name: -LL K� E 1L!('-,3'( Registration No. " � ij()
FORM S02,01
SOUTHWEST ®®®®AW® ®®
Inspection & Telling, Inc. 441 commercial way, La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS 3glq-00A8
--- ASTM C31, C138, C143, C172, C173, C231, C1064 -- lggq Galaxy C)C
CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE:
ADDRESS: 1924 GALAXY, NEWPORT BEACH JOB #: DATE: 04/10/2019
JOB NAME: WELBOURN PERMIT M S2019-0028 ISSUED BY: NEWPORT BEACH
ARCHITECT: ENGINEER:
CONTRACTOR: SERGIO COMACHO SUB:
LOCATION IN STRUCTURE: JACUZZI DECK
TRACT: PHASE: LOT M
CONCRETE SUPPLIER: PLANT: MIX M
TYPE OF CEMENT: ADMIXTURE: TICKET M
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 00:00
DATE CAST: 02/18/2019 RECEIVED AT LAB: 04/09/2019
SPECIMENS MADE BY: SPECIFIED PSI @ 28 Days: 4500
LAB M 138702 CLIENT: MIDGET INSPECTION
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1814124
1814125
1814126
AGE DAYS:
28+
28+
28+
DATE TEST:
04/10/2019
04/10/2019
04/10/2019
SIZE (in.): Height X Diameter
6.000 X 4.000
6.000 X 4.000
6.000 X 4.000
AREA (in.k):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
68747
70950
69340
COMPRESSIVE STRENGTH (psi.):
5470
5640
5520
HEIGHT -DIAMETER RATIO:
1.50: 1
1.50: 1
1.50: 1
CORRECTION FACTOR:
0.96
0.96
0.96
CORRECTED STRENGTH (psi.):
5250
5410
5300
BREAK TYPE:
V
V
III
C.T.M. USED:
Forney96
Forney%
Forney96
REMARKS: CORES
ASTM C39, C174, C192, C470, C617, C42
COMPLIES: DOES NOT COMPLY: FOR INFORMATION: X
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 INSPECTION AND TESTING
ZAFAR
PRINCIPAL ENGINEER
111=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
pool
engineering
May 20, 2019
MA C-alaxy b,
The Welbourn Residence
May 20, 2019
Page 1 of I
Victory Pools
1164 N. Sacramento St.
Orange, CA 92867----
--_.
�r
Re: Construction of the Pool Engineering, Inc. (PEI) Detail #640 and Special
Detail `A'at the Welbourn Residence, 1924 Galaxy Dr., Newport Beach, CA
To Whom It May Concern:
In accordance with your request, I have reviewed the digital photographs provided by
Victory Pools. The pictures depicted an existing pool being remodeled showing the added
steel cage for a baja shelf and raised bond beam. Per phone conversation with Victory
Pools, the baja shelf was cleared of debris and shot solid of concrete.
Based on a cursory review of the photographs, the reinforcing appears to be in general
conformance with PEI Detail #640 and Special Detail W.
If I can be of any further assistance, please do not hesitate to contact me.
Best Regards,
POO glYl 6Yl C.
Charles Volder, M.S.C.E., P.E.
Associate Engineer
1201 N. Tustin Avenue, Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100
szoia-oo�s
';a laxy Dr
CHRISTOPHER JEAN & ASSOCIATES, I19/ 124
NC.
ACOUSTICAL CONSULTING SERVICES
June 19, 2019
MS. CHRISTI WALBOURNE
1924 Galaxy Drive
Newport Beach, CA 92660
Business License: #BT30044674
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMTIN"T'
FOR 1924 GALAXY DRIVE -- CI"I'Y OF NEWPORT BEACH
Dear Ms. Walbourne:
We are pleased to inform you that the pool equipment installation located at 1924 Galaxy
Drive 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 Wednesday, June 19, 2019, using a Larson Davis
Model 700 Type 2 Sound Level Meter. The installation was observed to consist of a single
Pentair Intelliflo pump, a single Pentair Whisperflo pump and a MasterTemp 400HD, all located
in a side yard setback. The measurement microphone was placed just beyond the top of the
nearest property line wood fence directly opposite the pool equipment. The measurement
reported a level of 54 dBA for both pumps and the heater unit operating simultaneously. 'Phis
level complies with the City's 55 dBA noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
P;7epareby:
Christoplier.Jear.
President
P. O: BOX 2325 • FULLERTON, CALIFORNIA • 92837
PHONE: 714-805-0115