HomeMy WebLinkAboutS2016-0136 - MiscPool
engineering
inc.
April 25h, 2017
Jim Sapp
Contemporary Pools & Spas
8 Calle Ameno
San Clemente, CA 92672
April 25`h, 2017
Page I of 1
59016-013b
1011 Krugs Q
Re: Proposed Swimming Pool, Spa & Deck at The D'Eliscu Residence
1011 Kings Rd., Newport Beach, CA 92663
Dear Mr. Sapp:
It is my understanding that clarification is required concerning the construction of the
concrete walls and deck at the above referenced project.
Please be advised that the subject deck may be constructed with a cold joint between the
top of the stem walls and the bottom of the deck slab. Appropriate laps/hooks of the
vertical steel shall be provided per the reinforcing details on sheet S-1.0 and shall be well
staggered.
If you require any additional information or if I can be of any further assistance, please
don't hesitate to contact me.
Best
Lacher, t..
r Engineer
C 67656 V
EXP, 613DI'701 i ;
1201 N. Tustin Avenue, Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100
CITY Y OF NEWPORT EIFACH
CO"UNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION l7 /
100 Civic Center Drive IP
Pbeac:O, Boxhca 1768 Newport Beacii, CA 926658 136
www.newoortoov (949) 64.4-3200 1011 k; nos IZC
/ SPECIAL INSP�ECT101V REPORT
Project Address:
Permit Number:,
Inspection Type (s):_
Inspection Date (s):_
( ) Periodic (continuous
-- ---- -• ^ — sr, me work inspected was in accordance with the Building Divisionapproved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
I Speclal.bwjie of Signature: I
Date: `
SPeciaifnsnec4onaeport 3245
0
CITY OF NEWPORT BEACH
0 COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
C. BUILDING
100 Civic Center Drive ) P.O. Box 1768 Newport Beach, CA 92658
www.newportbeachca.gov (949)1644-3200
SPECIAL INSPECTION REPORT
ProjectAddress )
Permit Number:
Inspection Type (s): 1Z.t ivy,44vL f.,
Inspection Date (s): L) -'/j ^- k.7 N) Periodic ( } Continuous
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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 Inspectar signature• !
.Print Pult Name:
Newport Beach RegistraYian No.:
i
SpedailnspectlonRepo.l 6-2415
Project Address -._Z
Permit Number:
Inspection Type (s
Inspection Date (s;
CITY OF NEV TORT BEACH
COYfMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 Newport Beach, CA 92658
www.newoortbeachca oov (949) 644-3240
SPECIAL INSPECTION REPORT
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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 BeacS Registration No.:
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5Peda11nspectl0nfteP0rt B-2415
L
CITE' OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT 4
BUILDING DIVISION a
100 Civic Center Drive I P.O. Box 1768 ( Newport Beach; CA 92658
www.newoortbeachca oov (949) 644-3200
List All Items ReuSring Cdrreetlan([riclude Previousty listed Uncorrected Items):
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To the besf of my knowledge, the work inspected, was in accordance with the Building Division approved design drawinspecifications and applicable workmanship Provisions of the U.B.C. except as noted above.
Spedai Inspector Signature: ; Date:
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SpedaapspectionRepan s-2435
52016-0136
4 o Il f<r (< JS ' Continuous Inspection .4 b7ateriats Testing
A®.AAAAAA®®®AAAA
SOUT ST -® ®WWWWW-®®® ®
TInspection 8X 1'estin= Inc.
p 1+> 441 Commercial Way, La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX(562)946-0026
FIELD DATA ON TEST SPECIMENS
840043
--- ASTM C31,
C138, C143, 0172, C973, C231,
C1064 ---
CONCRETE: X MORTAR:
SHOTCRETE: CORES:
GUNITE:
ADDRESS: 1011 KINGS RD, NEWPORT BEACH JOB #:
DATE: 05/17/2017
JOB NAME:
PERMIT #:
ISSUED BY:
ARCHITECT:
ENGINEER:
SIZE (in.): Height X Diameter
CONTRACTOR: OWNER
SUB: I.C.D. INC.
8500 X 4.006
LOCATION IN STRUCTURE: FOOTINGS - POOL / SPA
AREA (in.A2):
TRACT:
PHASE:
LOT #:
CONCRETE SUPPLIER: GARY BALE
PLANT: IRVINE
MIX #:.45W/C3/8
TYPE OF CEMENT:
ADMIXTURE:
TICKET #: 250448
SLUMP: 4.00 in.
WATER ADDED: 0 gal.
AIR TEMP: 60 F
CONCRETE TEMP: 0 F
MIXING TIME: 25 min.
TIME CAST: 11:30
DATE CAST: 04/19/2017
RECEIVED AT LAB: 04/20/2017
SPECIMENS MADE BY: KIM MILUM
SPECIFIED PSI @ 28 Days: 4500
LAB #: 91220
CLIENT: BRADLEY JONES INSPECTION
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
840043
840044
840045
840046
AGE DAYS:
7
28
28
28
DATE TEST:
04/26/2017
05/17/2017
05/17/2017
05117/2017
SIZE (in.): Height X Diameter
8.000 X 4.005
8.000 X 4.005
8500 X 4.006
8.000 -X4.005
AREA (in.A2):
12.60
12.60
12.60
12.60
CRUSH LOAD (Ibs.):
43717
62810
63520
61470
COMPRESSIVE STRENGTH (psi.):
3470
4980
5040
4880
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
IV
IV
C.T.M. USED:
Fomey96
Fomey96
Fomey96
Forney96
REMARKS:
ASTM C39 0174, C192, C470, 0617, 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 byour 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: I=CONE. - 11=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED