HomeMy WebLinkAbout20211007154742422.pdfLuz OCT -7 PF, O: 05
APPEAL OF ACTION OF THE BUILDING OFFICIAL
TO THE DIAMOND BAR CITY COUI JL0,.F D114%41LF AD r, g
Submit this appeal form and any supplemental documentation via email or
hardcopy to:
QFFICE OF THE CITY CLERK
21810 COPLEY DRIVE
DIAMOND BAR, CA 91765
ksantana(cDdiamondbarca.gov
Address of the property for which this appeal is being filed:
Name of Appellant: VZkK� }}Ut}r,�,
Mailing address of Appellant:
Phone number of Appellant: C6Z6) b62 - S36Z
Email address of Appellant: Yi 11 �UA11 a ha$ i (, Co/rl
Legal interest of the! XAellant in the subject building or property that is the subject
A this appeal: _Owner _Tenant
Please provide a brief statement in ordinary and concise language of that specific
order or action protested, together with any material facts claimed to support the
contentions of the appellant (attach additional documentation if desired):
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APPELLANT CERTIFICATIQN:
1 hereby certify under penalty of perjury that alt information and statements provided in
this appeal are true.
Signature of appellant: Date: /0/6/2Z21
City of Diamond Bar 121810 Copley Drive � Diamond Bar, CA 91765 � (909) 839-7000
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
Page 1 of 2
DIAMOND BAR VILLAGE HOA
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #13555505
6440 Sky Pointe Dr., #140-299, Las Vegas, NV 89131
www.khatrinternational.com , dkhatri(a�aol.com
Tel. (626) 3514830; FAX (702) 441-7356
MEMORANDUM 2021-10-4
EXECUTIVE SUMMARY
ADDENDUM #1
STRUCTURAL OBSERVATION DATE: September 17, 2021
September 22, 2021
SITE ADDRESS: 23601 thru 23665 Golden Springs Dr, Diamond Bay �>__.; � `: �.�
CLIENT. DIAMOND BAR VILLAGE HOA
Attn.: Ms. Yvette Marie Allen, CMCA
Certified Community Manager
The Avalon Management Group, Inc., AAMC
Office: 909-396-8000
Mobile: 951-239-6192
Email: yvette@avalonweb.com
ADDENDUM REPORT DATE: October 4, 2021
PROJECT:
STRUCTURAL OBSERVATION REPORT
STRUCTURAL CONDITION OF HOA.
1.0 SCOPE OF WORK
1.1 KH provides this Addendum Letter with attachments of prior reports [2017] that
document the condition of DBV with structural distress signs evident.
1.2 The purpose of this report is to identify critical structural conditions that may
affect the occupancy/life-safety capacity of each building and provide a Risk
Rating' of Green, Yellow, or Red for each building/unit.
1.3 This Addendum Report cites previous reports as further evidence of the
conditions proclaimed in Executive Summary Report [9/22/21].
' Risk Rating: (GREEN = Safe occupancy; YELLOW = Medium Risk; RED = High Risk
10/4(2021 P. 001 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. #40833, SE #4391, GENERAL CONTRACTOR 3TB555505
6440 Sky Pointe Dr., #140-299, Las Vegas, NV 89131
www.khatrinternational.com , dkhatri(a)aol.com
Tel. (626) 3514830; FAX (702) 441-7356
Page 2 of 2
DIAMOND BAR VILLAGE HOA
2.0 FIELD OBSERVATIONS
September 22, 2021
The previous field observations from the Executive Summary remain unchanged and
further proved with these prior reports.
3.0 RISK RATING and REPAIR RECOMMENDATIONS
Khatri does not change any previous recommendations or advisories to DBV, as noted
in the Executive Summary Report.
3.0 DISCLAIMER
The basis for this report is a visual examination of the structure. Field conditions and
unknown elements of a building make it hard and difficult to assess the structural
capacity of a building and its structural elements to assess the resistance to future
events such as earthquakes, landslides, subsidence, tsunamis, soil saturation, and
other unknown events. The standard of care employed in this site visit and report is
based on the industry standard. No warranties are provided either expressed or
implied.
T
Fank you for selecting mu firm.
"ec y'U Yours,
�f
r
Di lip xha&4 PhD, SE
Mnc pal
KHATRI INTERNATIONAL INC.
10/4/2021 P. 002
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAaol.com
Tel. (626) 3514830
Structural Observation Report
Memorandum 2017-3
CLIENT:
YVETTE MARIE ALLEN,
CMCAR CERTIFIED COMMUNITY MANAGER
DIAMOND BAR VILLAGE ASSOCIATION
Property Address:
DIAMOND BAR VILLAGE HOA
1850 S DIAMOND BAR BLVD,
DIAMOND BAR, CA 91765
Date of Structural Observation: April 26, 2017
1.0 SCOPE OF WORK:
Page 1 of 35
Diamond Bar Village HOA
June 15, 2017
This Report is a follow up on the Field Investigation pertormed on March
227 2017, to determine the extent of Termite, Dry Rot, and structural
damage to the different buildings at this project. At the March site
inspection, certain areas were exposed for further investigation and this
Report provides conclusions based on that follow up Report.
10/4/2021 P. 003 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 94391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri@,aol.com
Tel. (626) 351-4830
2.0 FIELD OBSERVATIONS
Page 2 of 35
Diamond Bar Village HOA
June 15, 2017
All 12 Buildings are typical in structural design and construction. They are
designed as Type V Wood Frame Two Story with roof rafters and flexible
diaphragms in the 1970s-80s construction. Over several decades there
has been an accumulation of water damage, termite infestation, dry rot,
and long term wear and tear on the Roofs with infestation damage leading
into the structural walls. Photographs in this Report (Memorandum 2017-3;
6/15/17) and the previous Report (Memorandum 2017-2; 3/26/17) provide
field notes that apply to all of the buildings. In summary these notes are:
2.1 The Roof Rafters are severely to critically damaged due to long term
water/termite/dry rot damage. They will have to replaced along with
the plywood sheathing.
2.2 Moisture damage does extend from the Roof Rafter line into the 2nd
Story Walls down to/near approximately the 2nd Story Floor Line. This
is noted on several photographs wherein these walls were exposed to
show the existing conditions of the studs. The damage is extensive
and some of these Walls will have to be reconstructed with new
lumber.
2.3 The Balcony Beams are in good condition and do not require
replacement. The edge Facia Beams are extensively damaged and
should be replaced. Although the edge Facia Beams are not
10/4/2021 P. 004 OF 42
MATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a�aol.com
Tel. (626) 3514830
2.4
2.5
2.6
Page 3 of 35
Diamond Bar Village HOA
June 15, 2017
structural and not load bearing, it is advised that these edge
members should be replaced to avoid further spreading of termite/dry
rot damage to the remaining healthy structural members in the
Balcony and Second Floor Joists.
The Balcony Decks should be replaced with new decking material
and waterproofing.
The Parapet of one of the Buildings will require to be replaced with a
new connection to the existing Building.
Certain Buildings have potential Foundation cracking/damage that will
require further investigation with exploratory Destructive Testing to
expose their footings. This will be concluded on further site
investigations.
10/4/2021 P. 005 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR 413555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri daol.com
Tel. (626) 3514830
3.0 CONCLUSIONS &RECOMMENDATIONS
Page 4 of 35
Diamond Bar Village HOA
June 15, 2017
3.1 All Balcony Decks should be removed of permanent loading such as
equipment, furniture, potted plants, AC lJnits, and anv Dead Loads
that create overloading to the Balcony Beams. Balcony Decks are
not designed as permanent storage areas and should be vacated
from all these extraneous loads that result in structural problems.
3.2 The Roof Rafters, Roof Sheathing, and all of the existing Spanish Tile
will have to be removed and replaced with new materials. This will
have to be done on all 12 Buildings at the Project. This will require a
structural Roof Plan with site observation from the Structural
Engineer and Deputy Inspection to assure the Roof Structures are
restored to their proper structural integrity.
3.3 Second Story Walls that are termite damaged will require full
reconstruction from the second story plate line. This will have to be
done on all 12 Buildings at the Project. This will require a structural
Wall Reconstruction Plan with site observation from the Structural
Engineer and Deputy Inspection to assure the structure is restored to
their proper structural integrity.
3.4 Further investigation on the Foundation cracking is necessary on
certain buildings and shall be followed up with a separate Report.
10/4/2021 P. 006 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 94391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a�,aol.com
Tel. (626) 3514830
Page 5 of 35
Diamond Bar Village HOA
June 15, 2017
3.5 The Parapet will require a Structural Repair/Replacement Plan to
reattach a new Parapet to the existing Building.
3.6 All Parkins Shed structures shall be removed with a Demolition
Permit, as they are not in code compliance and pose a safety hazard.
3.7 The next step is to prepare a Reconstruction Plan and obtain Permits
through the local building department to address these areas. All
work shall be done with approved Plans and Permits and a licensed
Contractor.
3.8 The Buildings have extensive damage but do not pose an immediate
life safety threat, at the time of this inspection. The owners are urged
to address these damaged areas promptly to avoid further risk to the
occupants.
10/4/2021 P. 007 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(d.aol.com
Tel. (626) 3514830
Page 6 of 35
Diamond Bar Village HOA
June 15, 2017
4.0 Limitations and Disclaimer
The scope of this investigation consists of a physical examination of the
subject building for the structural condition, as -built condition, working
service life, and recent distress. This report does not warrant, guarantee,
or certify the future performance of the building for future conditions against
earthquakes, landslide, soil subsidence, water leakage, and any other
unforeseen circumstances. Hidden conditions, lack of knowledge of
existing material strengths, maintenance issues, weather conditions, and
other unknown factors can affect the performance of buildings and are
difficult to predict. This report is based on the professional standards of the
industry utilizing the available tools, visual observation, and data noted in
this report. No warranties are provided either expressed or implied.
Thank you for working with Khatri International.
Respectfully Yours,
rye �rtt
Dilip Khatri, PhD, SE
Principal
Khatri International Inc.
/S�wig
RUCTUq�
Q m
SE 4391
t✓cP��P
10/4/2021 P. 008 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVII. ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri( aol.com
Tel. (626) 3514830
t
Figure 1:
Page 7 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage is inside the Wall and the Balcony Supporting Beam.
10/4/2021 P. 009 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 9736
Pasadena, CA 91107
www.khatrinternational.com , dkhatrin,aol.com
Tel. (626) 3514830
r
~+A
��1�!_ t �r• `y' _ a4� �~4 .. •' - .ram - , ✓ t
Figure 2: s+ i
i J
Page 8 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage is inside the Wall and the Roof Rafters.
10/4/2021 P. 010 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriaaol.com
Tel. (626) 3514830
Figure 3:
Page 9 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage is inside the Wall and the Roof Rafters.
10/4/2021 P. 011 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri ,aol.com
Tel. (626) 3514830
Figure 4:
Page 10 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent %J the damage is inside the Wall and the Roof Rafters.
10/4/2021 P. 012 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAaol.com
Tel. (626) 3514830
r
Ir
Page 11 of 35
Diamond Bar Village HOA
June 15, 2017
t '�`�"�i►� ,
y
s
s.a
•.1
00
;Fa
Ar
-►
Via. is ✓r A!
Figure 5:
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
tis inside the Wall and the Roof Rafters.
he extent of the damage
10/4/2021 P. 013 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd.. 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri a.aol.com
Tel_ (626) 3514830
Figure 6:
Page 12 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage is inside the Wall and the Roof Rafters.
10/4/2021 P. 014 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a aol.com
Tel. (626) 3514830
-r 4r
Figure 7:
Page 13 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation.
10/4/2021 P. 015 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAaol.com
Tel. (626) 3514830
Figure 8:
Page 14 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage is inside the Wall "Ald the Roof Rafters.
10/4/2021 P. 016 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a�,aol.com
Tel. (626) 3514830
Figure 9:
Page 15 of 35
Diamond Bar Village HOA
June 15, 2017
Wall Damage is exposed to show Termite and Dry Rot Infestation. This shows
the extent of the damage to the Roof Rafters.
10l4/2021 F. 017 OF 42
MATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40M% SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a,aol.com
Tel. (626) 3514830
Figure 10:
Page 16 of 35
Diamond Bar Village HOA
June 15, 2017
Balcony supporting Beams are in Good Condition and can remain. The edge
FACIA Beam should be replaced, but the Balcony Beams are okay.
10/4/2021 P. 018 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri ,aol.com
Tel. (626) 3514830
Figure 11:
Page 17 of 35
Diamond Bar Village HOA
June 15, 2017
Balcony supporting Beams are in Good Condition and can remain. The edge
FACIA Beam should be replaced, but the Balcony Beams are okay.
10/4/2021 P. 019 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatrigaol.com
Tel. (626) 3514830
Figure 12:
Page 18 of 35
Diamond Bar Village HOA
June 15, 2017
Balcony supporting Beams are in Good Condition and can remain. The edge
FACIA Beam should be replaced, but the Balcony Beams are okay.
10/4/2021 P. 020 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a,aol.com
Tel. (626) 3514830
Figure 13:
Page 19 of 35
Diamond Bar Vil➢age HOA
June 15, 2017
A.qpv -_
Balcony supporting Beams are in Good Condition and can remain. The edge
FACIA Beam should be replaced, but the Balcony Beams are okay.
10/4/2021 P. 021 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(aol.com
Tel. (626) 3514830
Figure 14:
Page 20 of 35
Diamond Bar Village HOA
June 15, 2017
Roof Rafters and plywood sheathing will have to be replaced. Some areas of
the 44 Story Walls will have to be reconstructed due to the extent of the
Termite/Dry Rot infestation.
10/4l2021 P. 022 OF 42
KHATRI INTERNATIONAL, INC. Page 21 of 35
STRUCTURAL & CIVIL ENGINEERS Diamond Bar Village HOA
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505 June 15, 2017
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrintemational.com , dkhatri(a aol.com
Tel. (626) 3514830
Figure 15:
Leaning area along the Parapet requires the Parapet will need replacement
with a new connected structure.
10/4/2021 P. 023 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatrigaol.com
Tel. (626) 3514830
Page 22 of 35
Diamond Bar Village HOA
June 15, 2017
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larl
Figure 16:
Leaning area along the Parapet requires the Parapet will need replacement
wA th a new connected structure.
10/4/2021 P. 024 OF 42
MATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrintemational.com , dkhatrinn,aol.com
Tel. (626) 3514830
Figure 17:
Page 23 of 35
Diamond Bar Vivage HOA
June 15, 2017
Leaning area along the Parapet requires the Parapet will need replacement
with a new connected structure.
10/4/2021 F. 025 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40M% SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAaol.com
Tel. (626) 3514830
Figure ls:
Page 24 of 35
Diamond Bar Village HOA
June 15, 2017
Extensive Roof Rafter damage from dry -rot and termite damage.
10/4/2021 P. 026 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatrinaol.com
Tel. (626) 3514830
Figure 19:
Balcony Beams are in good condition.
Page 25 of 35
Diamond Bar Village HOA
June 15, 2017
10/4/2021 P. 027 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #13555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrulternational.com , dkhatri(waol.com
Tel. (626) 3514830
Figure 20:
Page 26 of 35
Diamond Bar Village HOA
June 15, 2017
Extensive Roof Rafter damage from dry rot and termite damage
10/4/2021 P. 028 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri a,aol.com
Tel. (626) 3514830
Page 27 of 35
Diamond Bar Village HOA
June 15, 2017
Figure 21:
Interior of 2°`' Floor shows FJ are in Good condition, no structural
repair/replacement necessary.
10/4/2021 P. 029 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
RC.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri a aolxom
Tel. (626) 3514830
Figure 22:
Page 28 of 35
Diamond Bar Village HOA
June 15, 2017
Interior of 2°`� Floor shows FJ are in Good condition, no structural
repair/replacement necessary.
10/4/2021 P. 030 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri n aol.com
Tel. (626) 3514830
Figure 23:
Page 29 of 35
Diamond Bar Village HOA
June 15, 2017
Interior of 2°`' Floor snows FJ are in Good condition, no structural
repair/replacement necessary.
10l4/2021 P. 031 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR 4B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri@,aol.com
Tel. (626) 3514830
Page 30 of 35
Diamond Bar Village HOA
June 15, 2017
Figure 24:
Extensive Roof Rafter damage from dry rot and termite damage
10/4/2021 P. 032 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAaol.com
Tel. (626) 3514830
Figure 25:
Page 31 of 35
Diamond Bar Village HOA
June 15, 2017
Extensive Roof Rafter damage from dry rot and termite damage
10/4/2021 P. 033 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391. GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., 4736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(&aol.com
Tel. (626) 3514830
Figure 26:
Page 32 of 35
Diamond Bar Village HOA
June 15, 2017
Extensive Roof Rafter damage from dry rot and termite damage
10l4/2021 P. 034 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
3579 E. Foothill Blvd., #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatri(a�,aol.com
Tel. (626) 3514830
r'igure Z7:
Extensive Wall damage from dry rot and termite damage
Page 33 of 35
Diamond Bar Village HOA
June 15, 2017
10/4/2021 P. 035 OF 42
KHATRI INTERNATIONAL, INC. Page 34 of 35
STRUCTURAL & CIVIL ENGINEERS Diamond Bar Village HOA
R.C.E. # 40833. SE #4391, GENERAL CONTRACTOR #B555505 June 15, 2017
3579 E. Foothill Blvd._, #736
Pasadena, CA 91107
www.khatrinteniational.com , dkhatri(aaol.com
Tel. (626) 3514830
f a
Figure 28:
Extensive Wall damage from dry rot and termite damage
10/4/2021 P. 036 OF 42
KHATRI INTERNATIONAL, INC. Page 35 of 35
STRUCTURAL & CIVIL ENGINEERS Diamond Bar Village HOA
R.C.E. # 408332 SE #4391, GENERAL CONTRACTOR #B555505 June 15, 2017
3579 E. Foothill Blvd.,_ #736
Pasadena, CA 91107
www.khatrinternational.com , dkhatriAwl.com
Tel. (626) 3514830
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Figure 29:
Extensive Wall damage from dry rot and termite damage
10/4/2021 P. 037 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
6440 Sky Pointe Dr., #140-299
,as Vegas, NV 89131
www.khatrinternational.com , dkhatrigaol.com
Tel. (626) 3514830
Structural Observation Report
Memorandum 2017-3
CLIENT:
YVETTE MARIE ALLEN,
CMCAR CERTIFIED COMMUNITY MANAGER
DIAMOND BAR VILLAGE ASSOCIATION
Property Address:
DIAMOND BAR VILLAGE HOA
1850 S DIAMOND BAR BLVD,
UNIT 1=11
DIAMOND BAR, CA 91765
Date of Structural Observation: September 26, ��� �
1.0 SCOPE OF WORK:
Page I of 5
Diamond Bar Village HOA
September 24, 2017
Client requested review of Ceiling Joists (CJs) to determine if the wood
cracking is of structural significance and method to repair.
This Report is based on review of the photographs provided by the client
and provides a technical recommendation for that specific unit only.
10/4/2021 P. 038 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
6440 Sky Pointe Dr., 9140-299
.as Vegas, NV 89131
www.khatrinternational.com , dkhatrinaol.com
Tel. (626) 3514830
2.0 FIELD OBSERVATI®NS
Figure 1: Cracking in the �
Page 2 of 5
d Bar Viliage HOA
September 24, 2017
2.1 The field photos show a mild crack in one of the CJs that does not
appear to be structurally significant but should be Sistered with (N)
2x8 CJ that can be attached with 6d nails @ 24" o.c. The end
bearing should be established on the wall plate line to provide full
support, or (N) Joist Hangers, depending on how the CJs are
supported.
10/4/2021 P. 039 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE #4391, GENERAL CONTRACTOR #B555505
5440 Sky Pointe Dr., #140=299
Las Vegas, NV 89131
www.khatrinternational.com , dkhatri ,aol.com
Tel. (626) 3514830
Figure 2:
Page 3 of 5
Diamond Bar Village HOA
September 24, 2017
CJs are mostly in good condition, and should be connected with Blocking.
10/4/2021 P. 040 OF 42
KIIATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 408331 SE #4391, GENERAL CONTRACTOR 0555505
6440 Sky Pointe Dr., 9140-299
.as Vegas, NV 89131
www.khatrinternational.com , dkhatrin,aol.com
Tel. (626) 3514830
Page 4 of 5
Diamond Bar Village IIGA
September 24, 2017
2.2 The CJs are not level (as the Photographs show), and should joined
with 2x8 Blocking at 6 ft o.c. along the span. This will tie the CJs
together to allow them to perform as a diaphragm with composite
action between the joists, rather than performing independently as
they are now.
10/4/2021 P. 041 OF 42
KHATRI INTERNATIONAL, INC.
STRUCTURAL & CIVIL ENGINEERS
R.C.E. # 40833, SE 44391, GENERAL CONTRACTOR #13555505
5440 Sky Pointe Dr., #140-299
,as Vegas, NV 89131
www1hatrinternational.com , dkbatri(a),aolxom
Tel. (626) 3514830
3.0 CONCLUSIONS &RECOMMENDATIONS
Page 5 of 5
Diamond Bar Village HOA
September 24, 2017
3.1 Block the (E) CJs with 2x8 @ 6 ft o.c.
3.2 Sister the single cracked CJ with 2x8 and provide adequate bearing
on the Top Plate of the supporting bearing wall.
4.0 Limitations and Disclaimer
The scope of this investigation consists of a physical examination of the
subject building for the structural condition, as -built condition, working
service life, and recent distress. This report does not warrant, guarantee,
or certify the future performance of the building for future conditions against
earthquakes, landslide, soil subsidence, water leakage, and any other
unforeseen circumstances. Hidden conditions, lack of knowledge of
existing material strengths, maintenance issues, weather conditions, and
other unknown factors can affect the performance of buildings and are
difficult to predict. This report is based on the professional standards of the
industry utilizing the available tools, visual observation, and data noted in
this report. No warranties are provided either expressed or implied.
Thank you for working with Khatri International.
Respectfully Yours,
Dilip Khatri, PhD, SE
Principal
Khatri International Inc.
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10/4/2021 P. 042 OF 42