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15
?2022- WO S�
22/108
RISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING SERVICES
24, 2022
ROON DRIVE
TF TRUST
Box 11644
port Beach, CA 92658
Business License: #BT30044674
RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 15 TROON DRIVE — CITY OF NEWPORT BEACH
it may concern:
We are pleased to inform you that the pool equipment installation located at 15 Troon
in the City of Newport Beach complies with the City's 55 dBA noise limit. No additional
mitigation is necessary.
The installation was measured on Tuesday, May 24, 2022, using a Larson Davis Model
Type 2 Sound Level Meter. The installation was observed to consist of seven Pentair
,Terflo pinups and four Pentair ETi 400 heaters, all located in a side yard. The large filter
were noted to provide partial shielding of the pumps from the property line. The
urement microphone was placed just beyond the top of the nearest property line wall in the
;r of the adjacent rear yard nearest the pool equipment. The measurement repuirted a level of
BA with all of the pumps and heater units operating. This level complies with the City's 55
noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
by:
�' Tea`tt
� PD. BOX 2325
• FULLERTON, CALIFORNIA • 92837
PHONE: 714-805-0115
� PORr
CITY OF NEWPORT BEACH
u a COMMUNITY DEVELOPMENT DEPARTMENT
cq<oa� P BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.gov 1 (949) 644-3200
Structural Observation Report
SO-4
Project Address:
15 TROON DRIVE
Report Date:
October 20th, 2021
CNB Inspector Name:
CNB PermECheckM
Building Owner Name:
Owners Mailing Address (if different from site);
Owner's Telephone #:
CNB Plan
Phil Taileur
Full Name of Structural Observer (SO):
SO E-mail Address:
SO Telephone #:
SO License / Reg. #:
Neno Grgunc / Jed Torcedo
neno@structureseng.com
949-715-0775
59487
PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check applicable boxes
FOUNDATIONS
SHEAR WALLS
FRAMES
DIAPHRAGMS
Floor/Roo
INDICATE LOCATION(S)
OBSERVED
DATE
OBSERVED
❑ Conventional
Footings & Slab
❑ Concrete
❑ Steel
❑ Concrete
Sheet DS-1 and DS-2:
Upper Platform slab Reinf.
10-20-2021
❑ Mat Foundation,
Prestressed Concrete
❑ Masonry
❑ Concrete
❑ Steel Deck
and Upper Pilaster Reinf.
❑ Caissons, Piles,
Grade Beams
❑ Wood orManuf.
Shear Panels
❑ Masonry
❑ Wood
® Other. Concrete
Pilaster
❑ Other:
I I
❑ Other.
IN Other: Structural
Concrete Slab
MI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
❑ OBSERVED DEFICIENCIES AND COMMENTS:
❑ REPORT CONTINUED ON ATTACHED PAGES.
❑ FINAL STRUCTURAL OBSERVATION REPORT:
The structure generally complies with the approved construction documents, and all observed deficiencies were corrected.
I declare that the following statements are true to the best of my knowledge:
1. I am the licensed design professional retained by the owner to be in responsible
charge of the structural observation;
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant
construction stage to verify that the structure is in general conformance with the
approved construction documents;
3. 1 understand that all deficiencies which I have documented must be corrected, prior to
final acceptance of the structural systems by the City of Newport Beach, Building
STRUCTURAL
10-20-2021
No. 59487
STAMP OF STRUCTURAL OBSERVER
WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORO:ED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
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SOUTHWEST
Inspection L: 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: 15 TROON DRIVE, NEWPORT BCH JOB #: DATE: 12/1412020
JOB NAME: TALLEUR # 1 PERMIT M S2013-0032 ISSUED BY:
ARCHITECT- ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE: ( PANEL) BOTTOM OF POOL
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2 - 1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 325722
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 07:40
DATE CAST: 11/13/2020 RECEIVED AT LAB: 11/24/2020
SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 173751 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2139174
2139175
2139176
AGE DAYS:
28
28
28
DATE TEST:
12/11/2020
12/1112020
12/11/2020
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.A2):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
65235
65630
66100
COMPRESSIVE STRENGTH (psi.):
5190
5220
5260
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
If
III
C.T.M. USED:
Fomey
Forney
Forney
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 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 johsite 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: I=CONE - II=CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHIM
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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' Inspection & Testing, Inc. 4,41 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: 15 TROON DRIVE, NEWPORT BCH JOB #: DATE: 12/14/2020
JOB NAME: TALLEUR # 2 PERMIT #: S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE:( PANEL) WALL OF POOL
PHASE: LOT #:
TRACT:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 112 - 1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 325824
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:30
DATE CAST: 11/16/2020 RECEIVED AT LAB: 11/2412020
SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 173755 CLIENT: RICHARD LUIZ
r�esww A TIA\I.
I C,1INU NFUMVIIIiI IVIV.
SAMPLE IDENTIFICATION:
2139186
2139187
2139188
AGE DAYS:
28
28
28
DATE TEST:
12/14/2020
12/14/2020
12/14/2020
SIZE (in.): Height X Diameter
7,000 X 4.000
7.000 X 4.000
7.000 X 4.000
AREA (in.k):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
58230
61032
63780
COMPRESSIVE STRENGTH (psi.):
4630
4860
5070
HEIGHT -DIAMETER RATIO:
1.75 : 1
1.75 : 1
1.75 : 1
CORRECTION FACTOR:
0.98
0A8
0.98
CORRECTED STRENGTH (psi.):
4540
4760
4970
BREAK TYPE:
I
II
II
C.T.M. USED:
Forney96
Forney96
Forney96
ASTM C39, C174, C192, C470, C41 t, G4Z
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
SOUTHWEST INSPECTION AND TESTING
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 ZAFAR AH
do not take responsibility for any information on this PRINCIPAL ENGINEER
report other than the strength as tested and reported.
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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I Inspection & Testing, Inc. 441 Commercial Way, La Habra. CA 9.063.1-.6166
(562)941-2996 (714)526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS
--- ASTM C31, C138, C143, C172, 0173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH JOB M DATE: 12/15/2020
JOB NAME: TALLEUR # 3 PERMIT M S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB: AQUATIC TECHNOLOGIES
LOCATION IN STRUCTURE: (PANEL)
TRACT:
PHASE:
LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2-1
TYPE OF CEMENT: V ADMIXTURE: TICKET M 325862
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:27
DATE CAST: 11/17/2020 RECEIVED AT LAB: 11/24/2020
SPECIMENS MADE BY: SPECIFIED PSI @ 28 Days: 4500
LAB #: 173758 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2139195
2139196
2139197
AGE DAYS:
28
28
28
DATE TEST:
12/15/2020
12/15/2020
12/15/2020
SIZE (in.): Height X Diameter
7.000 X 3.850
7.000 X 3.850
7.000 X 3.850
AREA (1n.A2):
11.64
11.64
11.64
CRUSH LOAD (Ibs.):
64555
61997
62847
COMPRESSIVE STRENGTH (psi.):
5550
5330
5400
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
III
C.T.M. USED:
Forney96
Fomey96
Fomey96
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 technicians not employed by ourfimi. 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: I=CONE - II=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AH
PRINCIPAL E GINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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TI15j1CCtIOR & Testing, IriC. 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: 15 TROON DRIVE, NEWPORT BCH JOB #: DATE: 12/21/2020
JOB NAME: TALLEUR # 4 PERMIT #: S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE: ( PANEL) BOTTOM OF POOL
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2 -1
TYPE OF CEMENT: V ADMIXTURE: TICKET M 327874
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 09:40
DATE CAST: 11/23/2020 RECEIVED AT LAB: 12/15/2020
SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB M 174143 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2140797
2140798
2140799
AGE DAYS:
28
28
28
DATE TEST:
12/21/2020
12/21/2020
12/21/2020
SIZE (in.): Height X Diameter
7.000 X 3.850
7.000 X 3.850
7.000 X 3.850
AREA (in.k):
11.64
11.64
11.64
CRUSH LOAD (Ibs.):
61496
62407
63911
COMPRESSIVE STRENGTH (psi.):
5280
5360
5490
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
III
C.T.M. USED:
Forney96
Fomey96
F0mey96
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 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.
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHMI�
PRINCIPAL ENGINEER
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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ASTM C42 & ASTM C39 - Compressive Strength of Drilled Cores
Client Name:
RICHARD WIZ
Project Name:
Talleur N6
Inspector's Name:
Richard Luiz
Project Address:
15 Troon Drive
Inspector's License No.:
On File
Newport Beach, Ca
Field Identification:
NR
Permit Number:
S2013-0032
Cast Data (Provided by Client)
Material Description:
SHOTCRETE PANEL I Core Sample
Set Number:
NR
Cast Date:
5/24/21
Number of Samples:
3
Cast By:
Richard Luiz
Total Yards:
20
Contractor:
Aquatic Technologies
Cement Type:
V
Material Supplier:
Holliday Rock
Cast Time:
12:00pm.
Plant:
Santa Ana
Mix Time:
NR
Mix Design Number:
453/8SC
Admixture:
NR
Ticket Number:
125076291
Slump - In.;
NR
Specified PSI:
4,S00
Air Temperature:
NR
Design PSk
4,500
Concrete Temperature:
NR
Location of Pour: Wall of Pool
Notes:
NR = Not Reported
Date Specimen Received: 5/26/21
Date of Test: 6/21121
Technician: On File
Equipment Used: FORNEY F-25EX-F-CPiLOT
Calibration Date: 8/31/20
Specimen lD
Age of
Test
(Days)
Date of
Test
Time of
Test
Specimen Dimensions
Crass SeRional
Area-
Maximum
Load - Los.
PC PSI
Fracture Type
1-In.
2-In
3-In.
4-in.
6-In.
6-In.
xaighe/o'ammer
PT- 53856.8 .1
28
6/21/21
7:07 AM
3.73
3.74
-
-
10.96
62,910
5,625
5
638
6.39
1.71
PT- 53856.8 .2
26
6/21/21
7:10 AM
3.74
3.74
10,99
66,050
5,649
5
650
3.51
134
PT- 53856.9 .3
28
6121/21
7:13 AM
334
3.75
11.02
fi4,840
5,772
2
6.44
GAS
1.72
Average F'c y = 5.682
Compliance with Specified Strength: THE AVERAGE 28-DAY COMPRESSIVE STRENGrI4 EXCEEDS THE SPECIFIED VALUE
Technician Comments:
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ASTM C42 St ASTM C39 - Compressive Strength of Drilled Cores
Client Name:
RICHARD WIZ
Project Name:
Talleur#7
Inspector's Name:
Richard Luiz.
Project Address:
15 Troon Drive
Inspector's Ucense No.:
On File
Newport Beach, Ca
Field Identification:
NR
Permit Number:
52013-0032
Cast Data (Provided by Client)
Material Description:
SHOTCRETE PANEL I Core Sample
Set Number.
NR
Cast Date:
5/25/21
Number of Samples:
3
Cast By:
Richard Luiz
Total Yards:
4
Contractor:
Aquatic Technologies
Cement Type:
V
Material Supplier:
Holliday Rock
Cast Time:
12:50pm
Plant:
Santa Ana
Mix Time:
NR
Mix Design Number:
7 %-1
Admixture:
NR
Ticket Number.
125076383
Slump - In.:
NR
Specified PSI:
4,500
Air Temperature:
NR
Design PSI:
4,500
Concrete Temperature:
NR
Location of Pour: Wall of Pool
Notes:
NR = Not Reported
Laboratory Compressive Strength Data
Date Specimen Received: 5/26/21
Date of Test: 6/22/21
Technician: On File
Equipment Used: FORNEY F-25EX-F-CPILOT
Calibration Date: 8/31/20
Spedmen to
Age of
Test
(Days(
Date of
Test
Tan
Time of
Test
Specimen Dimensions
tress Secti.nal
Area - In.
Maximum
Loatl-lbs.
Pc PSI
Fracture Type
1-in.
2-In.
3-In.
4-In.
6-In.
xe[ghr/Mamerer
PT- 53856.6 .1
28
6/22121
9:43 AM
3.73
3.74
-
10.96
52,580
4,704
5
6.50
6.51
1.74
PT- 53856.6 .2
28
6/22/21
9:46 AM
3.73
3.74
10.96
51,210
4,577
5
6.55
6.56
1.76
PT- 53856.6 .3
28
6122/21
9:49 AM
3.73
3.74
-
-
10,96
51,690
4,626
5
6.43
6.44
1.72
Average F'C = 4,635
Compliance with Specified Strength: THE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
Technician Comments:
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Autharized Signature
a145SECURAWAY. SAWA FESPWNGS, CA90630 OFFICE 42d.36t6955IFAX421Z63598]
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