Amendment No. 23 to the Agreement with Fentress Architects in the amount of $10,000 ??vl y-02.gS3g
AMENDMENT NO. 23
TO THE AGREEMENT BETWEEN
THE CITY OF MIAMI BEACH, FLORIDA
AND
FENTRESS ARCHITECTS,
DATED MAY 14, 2014,
FOR DESIGN CRITERIA PROFESSIONAL SERVICES FOR THE MIAMI BEACH CONVENTION
CENTER RENOVATION PROJECT,
IN THE AMOUNT OF $10,000 ,
This Amendment No. 19 to the Agreement made and entered this�ay of JAaEV 1 n 2016, by and
between the CITY OF MIAMI BEACH, a municipal corporation existing under the laws of the State of
Florida (hereinafter referred to as City), having its principal offices at 1700 Convention Center Drive, Miami
Beach, Florida 33139, and FENTRESS ARCHITECTS, a Colorado corporation, having its offices at 421
Broadway, Denver, Colorado(hereinafter referred to as"Consultant" or"Architect-Engineer").
RECITALS
WHEREAS, pursuant to Request for Qualifications (RFQ) No. 2014-142ME, the Mayor and City
Commission adopted Resolution No. 2014-28538 on April 9, 2014, approving and authorizing the Mayor
and City Clerk to execute an Agreement with Fentress Architects for Design Criteria Professional Services
for the Miami Beach Convention Center Renovation Project (the"Agreement"); and
WHEREAS, the Agreement was executed for a lump sum amount of $10,967,200 including
reimbursable expenses; and
WHEREAS, on December 8, 2014, Amendment No. 1 was executed for correction to Task 3 -
Design Development and Design Criteria Package Services, requiring 30% completion level for low voltage
systems in lieu of 90%completion; and
WHEREAS, on December 8, 2014, Amendment No. 2 was executed for supplemental civil
engineering services in the amount of$41,079; and
WHEREAS, on December 8, 2014, Amendment No. 3 was executed for additional services to
revise the quantity, sizes and configurations of the main ballroom, junior ballrooms, and meeting rooms, in
the amount of$179,982; and
WHEREAS, on January 21, 2015, Amendment No. 4 was executed for a regional stormwater pump
station location analysis, and for the development of a 3D animation and custom website for the Project in
the amount of$76,605; and
WHEREAS, on February 11, 2015, the City Commission authorized Resolution No. 2015-28925,
authorizing an additional lump sum amount of $14,469,500, for the purpose of retaining Fentress to
complete all design and construction administration services for the Project; and
WHEREAS, on March 31, 2015, Amendment No. 5 was executed for the completion of design
development documents and preparation of Bid Package 1, in the amount of$2,442,400 (part of Resolution
No. 2015-28925); and
WHEREAS, on May 28, 2015, Amendment No. 6 was executed for a deductive adjustment to the
Agreement in the total amount of $3,129,259, to delete the remaining Tasks 4, 5 and 6 of the Scope of
Services set forth in Schedule A of the Agreement, as such tasks are no longer applicable and shall be
superseded by a subsequent amendment with regard to the construction documentation and administration
services required for the Project(part of Resolution No. 2015-28925); and
WHEREAS, on May 28, 2015, Amendment No. 7 was executed for Additional Services relating to
wind loading and micro-climate services, in the amount of$117,200;
WHEREAS, on May 28, 2015, Amendment No. 8 was executed to retain Fentress Architects to
serve as Architect of Record for the Project, to clarify requirements with regard to Design Development, and
to provide for completion of Construction Documents and all construction administration services required
1
•
of the Architect-Engineer for the Project, in the total amount of $15,156,359 (part of Resolution No. 2015-
28925); and
WHEREAS, on August 14, 2015, Amendment No. 9 was executed for the provision of
Commissioning Services, in the total amount of$302,876; and
WHEREAS, on October 27, 2015, Amendment No. 10 was executed for a parapet design analysis
and consultation services to reduce the applicable wind pressures on the curtain wall for potential
construction cost reductions, in the amount of$15,000; and
WHEREAS, on December 4, 2015, Amendment No. 11 was executed for the preparation of event
plans background drawings to be used by event planners during construction, in the amount of $36,875;
and
WHEREAS, on March 29, 2016, Amendment No. 12 was executed for stormwater design revisions
related to Public Works Department's pump stations design, in the amount of$34,073; and
WHEREAS, on May 31, 2016, Amendment No. 13 was executed for design changes associated
with the removal of the smoke control system, in the amount of$173,790; and
WHEREAS, on June 10, 2016, Amendment No. 14 was executed for additional site visits by
members of the design team for a weekly presence through July 28, 2016, and for the implementation of
alternative designs requested by the Construction Manager, in the amount of$148,999; and
WHEREAS, on July 18, 2016, Amendment No. 15 was executed for design changes associated
with raising 18th Street, 19th Street and Convention Center Drive, requested by Public Works to allow the
raising of Meridian Avenue and 17th Street in the future, in the amount of$111,338; and
WHEREAS, on August 26, 2016 Amendment No. 16 was executed for the addition of a 72" storm
culvert to serve as a temporary bypass until the new culvert on 17th Street is completed by Public Works;
and for the redesign of Convention Center Drive between 17`h and 18th Streets due to the postponement of
the Convention Center Hotel Project, in the amount of$70,270; and
WHEREAS, on September 7, 2016, Amendment No. 17 was executed for GMP cost reconciliation
services beyond what was originally contemplated in the basic construction administration services, in the
amount of$49,360; and
WHEREAS, on September 7, 2016, Amendment No. 18 was executed for additional site visits by
members of the design team for a weekly presence through approximately September 30, 2016, and for the
implementation of alternative designs requested by the Construction Manager, in the amount of$112,649;
and
WHEREAS, on October 24, 2016, Amendment No. 19 was executed for design changes
associated with retaining the east half of the existing exhibit hall bridge to provide more flexibility in egress
travel distances of show layouts, in the amount of 220,291; and
WHEREAS, on November 16, 2016, Amendment No. 20 was executed for additional reviews of
steel submittals and for revisions of levels two and five truss loading for temporary conditions for Art Basel
2016; this Amendment is to be funded from a deductive change order to the Agreement with Clark
Construction, in the amount of$96,710; and
WHEREAS, on , 2016, Amendment No. 21 was executed for additional design
services associated with the incorporation of additional security cameras, revisions to vaults requested by
FPL, additional structural engineering resulting from unforeseen site conditions (RFIs), construction details
for the temporary transition slab required for Art Basel 2016, and renovation of the east kitchen not included
in the original scope of work, in the amount of$80,330; and
WHEREAS, on , 2016, Amendment No. 22 was executed for revisions to the
construction documents as needed for artwork installations by Sarah Moris, Franz Ackermann and Ellen
Harvey, selected as part of the Art in Public Places Program; and
2
WHEREAS, this Amendment No. 23 is for additional structural engineering services due to non-
conformances by Clark Construction; and
NOW, THEREFORE, the parties hereto, and in consideration of the mutual promises, covenants,
agreements, terms, and conditions herein contained, and other good and valuable consideration, the
respect and adequacy are hereby acknowledged, do agree as follows:
1. ABOVE RECITALS.
The above recitals are true and correct and are incorporated as a part of this Amendment No. 23.
2. MODIFICATIONS.
The Agreement is amended as provided in Appendix "A-23", attached herein.
3. OTHER PROVISIONS.
All other provisions of the Agreement, as amended, are unchanged and in full force and effect.
4. RATIFICATION.
The City and Consultant ratify the terms of the Agreement, as amended by this Amendment No.
23.
IN WITNESS WHEREOF, the parties hereto have caused this Amend -nt No. 23 to be executed
in their names by their duly authorized officials as of the date fir-t set forth ab e.
• ATTES/TV 121213/
CITY '►F MIAMI :i9'CH
Rafael Granado ''r'���������������VII,, Jimm!! L. , s
City Clerk /411. \v`1 . �� tss City anager
P..
ST: • � y ON`k LTANT:
// **Rom • 0 E S ARCHITECTS
Si.naXure: di A :INCORP ORATED' signature
Print Name/Title E.,. /,'.'••• •,.,,. ,�0)1 Print Name/Title
H.26 ,,.
APPROVED AS TO
FORM&LANGUAGE
&FOR EXECUTION
/c)-/V4
EAU- (LH Date
3
Appendix "A-23"
1. SCOPE OF SERVICES
Structural engineering services required due to non-conformances by Clark Construction:
a) Misplaced embed plates (NCR's 61,062,066,068,069): $6,000
b) Concrete columns vertically out of plumb (NCR 115): $1,000
c) Cracked shear wall (RFI 1144): $3,000
d) TIME OF COMPLETION
N/A
e) PAYMENT AND COMPENSATION
$10,000 lump sum
Summary
Added
Project Contingency Scope Total
Original Agreement $ 10,967,200 $ 1,096,720 $ 12,063,920
Amendment- Reso 2015-28925 (5, 6 &8)
Amendment 5 $ 2,442,400 $ 2,442,400
Amendment 6 $ (3,129,259) $ (3,129,259)
Amendment 8 $ 15,156,359 $ 15,156,359
Contingency reduction $ (96,720) $ (96,720)
Total $ 25,436,700 $ 1,000,000 $ 26,436,700
Amendment 2 -Civil $ 41,079
Amendment 3-Ballrm change $ 179,982
Amendment 4 -Stormwater/website $ 76,605
Amendment 7 -Wind study/roof survey ,$ 117,200
Amendment 9 -Commissioning $ 302,876
Amendment 10- Parapet Analysis $ 15,000
Amendment 11- Event Plans $ 36,875
Amendment 12-Stormwater Revisions $ 34,073
Amendment 13-Smoke Control Removal $ 173,790
Amendment 14-Site Visits&Alternative Design' $ - $ 148,9991
Amendment 15-Streets Regrading $ 22,520 $ 88,818
Amendment 16-Culvert and Cony Ctr Dr redesign $ 70,270
Amendment 17 -GMP Reconciliation -add'I $ 49,360
Amendment 18-Additional Site Visits' $ 112,649'
Amendment 19- East Bridge Retention $ 220,291
Amendment 20-Steel submittals and Truss loading analysis' $ 96,710'
Amendment 21-Cameras, vaults, RFIs, kitchen,transition slab $ 80,330
Amendment 22—AIPP(Morris,Ackermann & Harvey) $ 17,1212
Amendment 23—NCR's $ 10,000'
Total $ 25,436,700 $ 1,000,000 $894,548 $ 27,331,248
1. Amendments 14, 18, 20&23,totaling$368,358,funded from Clark's contract via deductive change orders.
2. Amendment 22 funded from AIPP fund.
4
•
Holly Carson
From: DiBartolo, Steven <StevenDiBartolo @hillintl.com>
Sent: Monday, July 18, 2016 11:25 AM
To: Zach Munoz; John Kudrycki
Cc: Castrodad, Eladio; mariahernandez @miamibeachfl.gov; Wigand, Heidi
Subject: FW: FW: 20140021 MBCC - BIM 360 Field Issue#000115 - Column at Elec 1.09.02 - NCR
Please have Wallace proceed.
Thanks.
Steven DiBartolo
Hill International, Inc.
786-812-7081 (trailer)
609-315-5925 (cell) •
sdibartolo@hillintl.com
Hill International
From: Scott Lawson [mailto:scott.lawson @clarkconstruction.com]
Sent: Monday,July 18, 2016 12:56 PM
To: DiBartolo, Steven
Cc: Rogers,.R-J; Gentry Griffis;Jose Payares
Subject: Re: FW: 20140021 MBCC- BIM 360 Field Issue #000115 - Column at Elec 1.09.02 - NCR
Steve.
•
If you haven't already, please direct Wallace to proceed with this analysis so we can receive the solution soon.
and let us know when they will be complete. This could affect turnover of the vault to FP&L.
In the future, we would ask that such direction is provided immediately to the designer - we can always sort
through responsibility of costs, but we know the analysis is needed.
Scott Lawson I Vice President
CLARK CONSTRUCTION GROUP, LLC
1800 Convention Center Dr. I Miami Beach, FL 1 33139
w. 786.812.7049
m. 202.409.5452
www.clarkconstruction.com
On Sun, Jul 17, 2016 at 9:06 AM, DiBartolo. Steven <StevenDiBartolo(@ hillintl.com> wrote:
For your information.
1
Steven DiBartolo
Hill International, Inc.
786-812-7081 (trailer)
609-315-5925 (cell)
sdibartolo @hillintl.com
mit
Hill International
•
From: Zach Munoz [mailto:Munoz@fentressarchitects.com]
Sent: Friday, July 15, 2016 4:38 PM
To: Castrodad, Eladio; DiBartolo, Steven; Wigand, Heidi; John Kudrycki; Holly Carson
Cc: FA20140021
Subject: 20140021 MBCC-BIM 360 Field Issue#000115 -Column at Elec 1.09.02 - NCR
Hill,
The attached NCR was issued a couple weeks ago in regards to two concrete columns at the north west FPL
vault that are vertically out of plumb, beyond allowed tolerances. I have shared the NCR with Wallace
Engineers and on cursory review they have determined that an in-depth review of the structural loads is
required to determine whether the column may remain as is or if remedial repairs are required.
{
They are proposing to perform this review at a cost of $1,000 to be deducted from the additional services fund
that has been allocated for NCR's. Please advise as to whether this request is approved. I have attached the
NCR's for your reference and am available to answer any additional questions you may have regarding its
history. Thanks.
Zach Munoz AIA, NCARB, LEED AP BD+C, CDT
Architect
2
Holly Carson
From: Castrodad, Eladio <EladioCastrodad@hillintl.com>
Sent: Friday, June 17, 2016 11:00 AM
To: John Kudrycki
Cc: Andrew Kern; Holly Carson;Wigand, Heidi; Kim Mahnken; FA20140021; Hernandez,
Maria;Vieira,Thais
Subject: RE: NCR Additional Service Work
Proceed
Eladio Castrodad,PE,PMP
Vice President
Hill International, Inc.
Tel:305-468-4915
Fax:305-468-4919
•
Mobile: 786-302-5201
From:John Kudrycki [mailto:Kudrycki @fentressarchitects.com]
Sent: Friday,June 17, 2016 10:22 AM
•
To: Castrodad, Eladio
Cc:Andrew Kern; Holly Carson; Wigand, Heidi; Kim Mahnken; FA20140021
Subject: FW: NCR Additional Service Work
Eladio,
Please see the email string below in response to your telephone call and request for a confirmation of our fee
to provide redesign work for the misplaced embeds in shear walls 1, 3, 5 and 6. The total fee for this work will
be $6,000 as outlined below.
We await your direction if we should proceed with this work.
Best regards,
John Kudrycki AIA, LEED AP BD+C
Principal
t:: 9`w Fentress Architects
EN,nESS _
From:John Kudrycki
Sent:Thursday,June 09, 2016 7:48 AM
To: Castrodad, Eladio <EladioCastrodad@hillintl.com>
Cc: 'Charles Wall'<cwall @wallacesc.com>; Holly Carson <carson@fentressarchitects.com>;'Mondher Labbane'
<mlabbane@wallacesc.com>; 'Andrew Kern'<akern@wallacesc.com>; 'Win Rice' <wrice@wallacesc.com>; 'Brian
Walker'<bwalker@wallacesc.com>; FA20140021<SMO-FA20140021@fentressarchitects.com>; Ryan Chessmore
chessmore @fentressarchitects.com>; Zach Munoz<Munoz@fentressarchitects.com>; 'Vieira,Thais'
<ThaisVieira @miamibeachfl.gov>; Maria Hernandez(mariahernandez @miamibeachfl.gov)
<mariahernandez @miamibeachfl.gov>; Kim Mahnken<mahnken @fentressarchitects.com>; Holly Carson
1
(carson@fentressarchitects.com) <carson@fentressarchitects.com>
Subject: RE: NCR Additional Service Work
Eladio,
We have had a number of telephone conversations about this issue so I thought-that I would clarify
our understanding in this email. Fentress and Wallace Engineering has recently been notified of
several nonconforming reports (NCR) for construction deviations that have been logged into BIM 360.
At this point, we have the following BIM 360 Field Issues:
- BIM 360 Field Issue #000061 - Shear Wall #1 Embeds - NCR
- BIM 360 Field Issue #000062 - Multiple Damaged Bolts - NCR
- BIM 360 Field Issue #000066 - Shear Wall #3 Embeds - NCR
- BIM 360 Field Issue #000068 - Shear Wall #5 Embeds - NCR
- BIM 360 Field Issue #000069 - Shear Wall #6 Embeds - NCR
Please note that as the first option, Fentress and Wallace Engineering would require separate
submittals for each structural BIM 360 Field Issue-NCR and their proposed repair details and
calculations, sealed and signed by a Florida P.E., uploaded to Kahua by the construction team.
Please note that if Wallace Engineering and Fentress do not receive acceptable repair details and
calculations, sealed and signed by a Florida P.E., with the submittal on Kahua, then the submittal will
be marked "revise and resubmit" until we receive all required information to review the proposed
repairs.
Alternatively, if requested by Hill or the City, Fentress will submit an additional service fee to provide
repair details for each BIM 360 Field Issue-NCR. We will proceed with repair details and calculations
upon written authorization from Hill or the City for each BIM 360 Field Issue-NCR.
• As you know, Wallace Engineering has provided an additional service fee to Fentress for BIM 360
Field Issue #000061 - Shear Wall #1 Embeds - NCR of$3,500 but have not yet received written
authorization to proceed. We also estimate the fee for all of the NCR's to date to be as follows:
- BIM 360 Field Issue #000061 - Shear Wall #1 Embeds — NCR - $3,500
- BIM 360 Field Issue #000062 - Multiple Damaged Bolts — NCR — No Cost
- BIM 360 Field Issue #000066 - Shear Wall #3 Embeds — NCR - $2,500
- BIM 360 Field Issue #000068 - Shear Wall #5 Embeds — NCR — Fee included in Field Issue
#000066
- BIM 360 Field Issue #000069 - Shear Wall #6 Embeds — NCR — Fee included in Field Issue
#000066
We would like to state that Fentress and Wallace Engineering are not responsible for any delays
caused by incomplete or inadequate information, repair details or repair calculations provided by
Clark Construction in regards to any BIM 360 Field Issue - NCR.
I hope this clarifies the issue. I do understand that there is unresolved issue on how the fee for this
additional work will be allocated. We await your direction on these NCRs.
Best regards,
John Kudrycki AIA, LEED AP BD+C
Principal
2
q3',-,•:.A Fentress Architects
S1
itAtn
John/Holly- we are planning on emailing this to HI of Clark and copying_ Eladio, Brent, and Heidi of Hill but
we would like your input before sending. I'll call one of you to discuss.
Wallace Engineering has recently been notified of several nonconforming reports (NCR) for construction
deviations by way of email from Each Munoz of Fentress that have been logged into BIM 360.
At this point, we have received the following BIM 360 Field Issues:
- BIM 360 Field Issue #000061 - Shear Nall #1 Embeds - NCR
- BIM 360 Field Issue #000062 - Multiple Damaged Bolts - NCR
- BIM 360 Field Issue #000066 - Shear Wall 113 Embeds -NCR
- BIM 360 Field Issue #000068 - Shear Wall #5 Embeds - NCR
- BIM 360 Field Issue #000069 - Shear Wall #6 Embeds -NCR
•
Please note that Wallace Engineering and Fentress need separate submittals for each structural BIM 360 Field
Issue-NCR and their proposed repair details and calculations, sealed and signed by a Florida P.E., uploaded to
Kahua. Please note that if Wallace Engineering and Fentress do not receive acceptable repair details and
calculations, sealed and signed by a Florida P.E., with the submittal on Kahua. then the submittal will be
marked "revise and resubmit" until we receive all required information to review the proposed repairs.
Alternatively. if proposed repair details and calculations are not provided with a seal and signature from a
• Florida P.E. then Wallace Engineering will submit an additional service fee to Fentress to review or provide
repair details for each BIM 360 Field Issue-NCR. Wallace Engineering will proceed with repair details and
calculations upon written authorization from Fentress for each BIM 360 Field Issue-NCR.
For your.information. Wallace Engineering has provided an additional service tee to Fentress for 131M 360 Field
Issue #000061 - Shear Wall 41 Embeds - NCR but have not yet received written authorization to proceed.
Wallace Engineering and Fentress are not responsible for any delays caused by incomplete or inadequate
information, repair details or repair calculations provided by Clark Construction in regards to any BIM 360
Field Issue- NCR.
Andrew Kern,AIA, PE, SE,CWI
Principal
Wallace Engineering - Structural Consultants. Inc.
Structural and Civil Consultants
200 East Mathew Brady Street
Tulsa. Oklahoma 74103
918.584.5858
www.wallacesc.com
Tulsa I Kansas City I Oklahoma City I Denver I Atlanta I Chicago
Connect with us: Facebook I Linkedin I Twitter I Origin
This email and any files transmitted with it may contain confidential or privileged information. If you have received this email message in error please notify the
sender by email and delete this email from your system. The unauthorized use or dissemination of confidential or privileged information contained in this email is
prohibited.
3
•
Holly Carson
From: Wigand, Heidi <HeidiWigand @hillintl.com>
Sent: Tuesday, July 26, 2016 1:49 PM
To: Kim Mahnken
Cc: DiBartolo, Steven; Castrodad, Eladio; Holly Carson; John Kudrycki; Hernandez Maria;
Thais Vieira
Subject: RE: RFI 1144 repair detail
Please confirm you are proceeding with the design remediation, as soon as possible.
Heidi Wigand
Project Controls Manager
Miami Beach Convention Center Project
Hill International, Inc.
1800 Convention Center Drive
Miami Beach, FL 33139
305-699-8334 (cell)
heidiwigand@hillintl.com
lint
I-lili International
From: Kim Mahnken [mailto:mahnken @fentressarchitects.com]
Sent:Thursday,July 21, 2016 4:51 PM
To: Wigand, Heidi <HeidiWigand @hillintl.com>
Cc: DiBartolo, Steven <StevenDiBartolo @hillintl.com>; Castrodad, Eladio <EladioCastrodad @ hillintl.com>; Holly
Carson <carson @fentressarchitects.com>; John Kudrycki <Kudrycki @fentressarchitects.com>; Hernandez Maria
<mariahernandez @miamibeachfl.gov>;Thais Vieira <thaisvieira @miamibeachfl.gov>
Subject: RE: RFI 1144 repair detail
Heidi,
Please confirm that Fentress/Wallace are authorized to proceed with the repair detail.
Thank you,
Kimberly Mahnken,AIA, NCARB
Associate
4 Fentress Architects
421 Broadway Denver CO 8u23:
cra s! 282.o 123 D i 3C3 "22 5Ju 0
j t,
About Us I VV tasite}cents rt Us
From:Jorge Mendoza [mailto:forge.mendoza @clarkconstruction.com]
Sent:Thursday,July 21, 2016 9:42 AM
To: Wigand, Heidi <HeidiWigand @hillintl.com>
Cc: Kim Mahnken<mahnken @fentressarchitects.com>; Scott Lawson <scott.lawson @clarkconstruction.com>;
DiBartolo,Steven <StevenDiBartolo@hillintl.com>; Castrodad, Eladio<EladioCastrodad @ hillintl.com>; Holly
Carson<carson @fentressarchitects.com>;John Kudrycki <Kudrycki @fentressarchitects.com>; Hernandez Maria
<mariahernandez @miamibeachfl.gov>;Thais Vieira <thaisvieira @miamibeachfl.gov>;Jose Payares
<jose.payares @clarkconstruction.com>
Subject: Re: RFI 1144 repair detail
Heidi,
Agreed. Please proceed.
Sent from my iPhone
On Jul 21, 2016, at 11:32 AM, Wigand, Heidi <HeidiWigand @hillintl.com>wrote:
Scott-
This is to confirm that you wish to proceed with Wallace preparing the repair procedure for SW
1 following the discussions with the FOR yesterday. If there is any confusion or
miscommunication, please let us know before 2pm today otherwise Wallace will proceed.
Heidi Wigand
Project Controls Manager
Miami Beach Convention Center Project
Hill International, Inc.
1800 Convention Center Drive
Miami Beach, FL 33139
305-699-8334 (cell)
heidiwigand @hillintl.com
<image002.jpg>
From: Kim Mahnken [mailto:mahnken @fentressarchitects.com]
Sent:Thursday,July 21, 2016 10:57 AM
To: DiBartolo, Steven <StevenDiBartolo @ hillintl.com>
Cc: Wigand, Heidi <HeidiWigand@hillintl.com>; Castrodad, Eladio
<EladioCastrodad@hillintl.com>; Holly Carson <carson @fentressarchitects.com>; John
Kudrycki<Kudrycki @fentressarchitects.com>; Zach Munoz
<Munoz @fentressarchitects.com>; FA20140021 <SMO-
FA20140021 @fentressarchitects.com>
Subject: RFI 1144 repair detail
Steve,
We were made aware of an issue that has occurred in the field at shear wall
1. When the steel was installed the shear wall concrete cracked. I have
attached the RFI and photo of the area. Clark has requested a repair detail from
Wallace. This is an additional service from Wallace of $3000 to prepare the
detail. Please let us know whether the additional service request is approved so
Wallace can work on preparing the repair or if you would like to address this
issue in another manner.
Thank you,
2