HomeMy WebLinkAboutX2021-2723 - MiscCITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
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
Project Address:
1209 Santiago Drive
Report Date:
May 2, 2022
CNB Inspector Name:
CNB Permit #:
Building Owner Name:
Owner's Mailing Address (if different from site);
Owners Telephone #:
CNB Plan Check #:
Rick John
2368-2021
Full Name of Structural Observer (SO):
SO E-mail Address:
SO Telephone #:
SO License / Reg. #:
David Purkis
purkeng@sbcglobal.net
949.510.8648
RCE 42810
PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes)
FOUNDATIONS
SHEAR WALLS
FRAMES
DIAPHRAGMS
(Floor/Roof)
INDICATE LOCATION(S)
OBSERVED
DATE
OBSERVED
❑
Conventional
Footings & Slab
❑ Concrete
❑ Steel
❑ Concrete
❑ Mat Foundation,
Prestressed Concrete
❑ Masonry
❑ Concrete
❑ Steel Deck
❑
Caissons, Piles,
Grade Beams
❑ Wood or Manuf.
Shear Panels
❑ Masonry
❑ Wood
DQ
Other: n nth.,.
Perm shoring wall stem
❑ Other:
Ientire
❑ Other:
wall at NE PL
05-02-22
N
ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
❑
OBSERVED DEFICIENCIES AND COMMENTS:
Entire wall stem and components for the proposed shotcrete retaining wall along the northeast property margin
are in accordance with the project plans.
❑ 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:
JI 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 a pt
rc
ce of the structural s ems b the City of Newport Beach, Building
Divin.
)0
C 05-02-22
A.
No. 42810
Exp: 3-31-24
STAMP OF STRUCTURAL OBSERVER
STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH.
Fo,me�5trvnwelObserva(ioMeport&InsVuctia�
CITY OF NEWPORT BEACH
- COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
— , 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.gov 1 (949) 644-3200
SETBACKS AND TOP OF SLAB/FLOOR
ELEVATION CERTIFICATE
The purpose of this certificate is to insure that the structure is located properly on site per the approved
drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings.
After the top of slab/floor elevation is verified to match the elevation specified on the approved
drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to
verify that it is equal or less than the dimension shown on building sections and elevations.
This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys.
The survey must be done after the concrete forms are in place or preferable after the concrete slab is
poured or raised floor is built, but prior to starting wall framing.
Engineer/Surveyor's Name Paul D. Craft
License # P.L.S. 8516
Engineer/Surveyor's Address 17853 Santiago Boulevard, Ste. 107-285, Villa Park, CA 92861
Job Address 1�no c—e.,,., n�i— kl--. Rmrh re ooaan
Setbacks: Sketch a site plan and specify surveyed setbacks (use back page).
* Centerline, outside -face shoring beam
* If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the
elevations. Use same datum used in the survey of record.
I certify that the setbacks are 0, are not ❑, per City approved plans. Describe any deviations
from plans:
I certify that top of slab/floor elevation(s)
any deviations from plans:
4/18/2022
Date
JN: 21022
Foms/SeibakndTpNlabElevati,...
is ❑, is not ❑, per City approved drawings. Describe
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DEPUTY I INSPECTION
1-800-DEPUTYI
Gen Contr: L
Sub-Contr. Cyr
CITY OF NEWPORT BEACH
_ e COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
* 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658
www.newportbeachca.00v 1 (949) 644-3200
I� SPECIAL INSPECTION REPORT
Project Address: I�e3 e, — I_ g ]Qt Q iif+
Permit Number: Yi 2C1i4-LTr.3
Inspection Type (s): Rie I
Inspection Date (s): S j 1,/ ( ) Periodic ( ) Continuous
Describe Inspection, Including Location(s):
1 Q._p�e✓;�,'%,—� k/1�3".v k�r�� f 2 �:n o. G. � 1/e its "/J S� f� i��1.
Total Inspection Inspection Time Each Day:
Date: BIZ ZZ
Hours:
Comments:
—..._. _ ►1 .(_ ,.prre7 — -F''i�1etL a _�t_2Lt1 �ztr� Po'T,1&cn aCl �gv'4rtcr�� --
_
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.
Speflal Inspector Signature:
Date:
y
1 1
Print Ful ame:
Newport Beach Registration No.:
Al 8 - 0 q 0-D
Speciallnspectionneport 8-24-15
APEX LAND SURV_ Ey�1VC�
8512 OXLEY CIRCLE
HUNTINGTON BEACH, CALIFORNIA 92646
(714) 488-5006 Phone
(714)333-4440 Fax
Paul D. Craft, P.L.S. 8516,
License Renewal Date: 12/31/22
April 27, 2022
MONITORING SUMMARY REPORT
To: City of Newport Beach
Attention: Building Inspector
Subject:
1209 Santiago Drive, Newport Beach, CA
Dear Inspector,
This letter is to state all monitoring stations installed have been within tolerance throughout the
duration of the shoring process.
Regards,
Paul D. Craft, PLS
JN: 21022
Apex Land Surveying, Inc. Sheet 1 of I
COAST GEOTECHNICAL INC.
1200 W. Copimonwealth Ave., Fullerton, CA 92833 ■ Ph: (714) 870-1211 ■ Fax: (714) 870-1222 ■ Email: coastgeotec@sbcglobal.net
Daily Observation Report
W.O.
Date
Name
Client
Address
INV.
HRS
❑ Footings ❑ Key Way ❑ Grading ❑ Swim Pool ❑ Trench ❑ Other
Test
No.
Location
Elev.
or
Depth
Moisture
Content
%
Dry
Density
p.c.f.
%
Relative
Compaction
Test
yp
Type
Soil
Type
Job Progress and Activity:
Comments:
El Acceptable ❑ Unacceptable Page of
Received By: By: