2011-27681 Reso RESOLUTION NO. 2011 -27681
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVING AN INCREASE TO THE
PROJECT CONTINGENCY FOR THE RENOVATION AND RESTORATION
OF THE HISTORICAL FIRE STATION NO. 2 PROJECT, IN THE AMOUNT
OF $415,000, FROM PREVIOUSLY APPROPRIATED FUND 304 CAPITAL
RESERVE FUNDS IN THE PROJECT BUDGET, FOR UNFORESEEN
STRUCTURAL CONCRETE SPALLING REPAIRS.
WHEREAS, on December 9, 2009, the Mayor and City Commission adopted
Resolution No. 2009 - 27255, approving and authorizing the Mayor and City Clerk to execute
an Agreement with STA Architectural Group, Inc. (the Consultant) for additional design, bid,
and construction administration services for the Renovation and Rehabilitation of the Historic
Fire Station No. 2 and Hose Tower Project (the Project); and
WHEREAS, on April 29, 2010, Invitation to Bid No. 26 -09/10 (the ITB) for
construction of the Project was issued, with an opening date of June 8, 2010; and
WHEREAS, on July 14, 2010, the Mayor and City Commission approved the award of
the construction contract pursuant to the ITB to Edgewater Construction Group, Inc. (the
Contractor); and
WHEREAS, the Administration anticipated structural spalling repairs would be
required and included an allowance of $100,000 in the construction contract; and
WHEREAS, the allowance amount was based upon the Consultant's visual
observations during the design phase of the Project; and
WHEREAS, the Project has encountered an inordinate amount of additional
structural spalling repairs which have depleted the allocated project allowance and have
begun to impact the Project contingency; and
WHEREAS, accordingly, the Administration recommends that the City Commission
approve an increase to the Project contingency, in the amount of $415,000.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Clerk hereby approve
and authorize an increase to the Project contingency for the Renovation and Restoration of
the Historical Fire Station No. 2 Project, in the amount of $415,000, from previously
appropriated Fund 304 Capital Reserve Funds in the Project budget, for unforeseen
structural concrete spalling repairs.
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COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution of the Mayor and City Commission of the City of Miami Beach, Florida, approving an increase to the
project contingency for the Renovation and Restoration of the Historical Fire Station No. 2 Project, in the amount of
$415,000, from previously appropriated Fund 304 Capital Reserve Funds in the project budget, for unforeseen
structural concrete spalling repairs.
Key Intended Outcome Supported:
Ensure well designed quality capital projects.
Supporting Data (Surveys, Environmental Scan, etc.):
The 2009 Community Satisfaction Survey noted that 75.7% of Mid -Beach & Islands respondents reported the
effort put forth by the City of Miami Beach on historic preservation is "about the right amount ", compared to 77.1%
for all respondents Citywide.
Issue:
1 Shall the Mayor and City Commission approve the Resolution to increase the project contingency?
Item Summary/Recommendation:
On July 14, 2010, the Mayor and City Commission authorized the award of a contract to Edgewater Construction
Group, Inc. (ECG) for the Renovation and Restoration of the Historic Fire Station No. 2 Project.
This Resolution requests an increase to the project contingency for the Renovation and Restoration of the
Historical Fire Station No. 2 and Hose Tower Project due to extensive additional unforeseen structural spalling
repairs that are required throughout the building. These additional unforeseen structural repairs were due to a
substantial amount of deterioration of the building which was not anticipated prior to the award of the construction
contract. Based on a standard amount of structural due diligence, some spalling repairs were expected and
budgeted for in the construction via a contract allowance of $100,000. However, ongoing repairs during
construction have uncovered an inordinate amount of additional repairs which have exceeded the budgeted
$100,000 allowance for this specific task. As a result, the costs of the additional repairs, above the budgeted
allowance, are being submitted and approved as change orders to the contract. These change orders will deplete
the available construction contingency that was originally budgeted for other project related cost overruns, not
solely for structural repairs, and require an increase to the same. The aforementioned repairs are currently
underway, progressing rapidly and must be performed in all required areas in order for the NE to certify that the
building is structurally sound. Based on the structural repairs completed to date and the balance of the estimated
structural spalling repair projection provided by the NE, staff anticipates the spalling repairs will cost an additional
$415,000 from the projected allowance. An increase to the project contingency will cover the cost of upcoming
change orders for the additional structural spalling repairs.
This Resolution approves an increase to the project contingency for the Renovation and Restoration of the
Historical Fire Station No. 2 Project and transfers available funds in the amount of $415,000, as recommended by
the project's NE Consultant, from previously appropriated Fund 304, Capital Reserve Funds for unforeseen
structural concrete spalling repairs.
Advisory Board Recommendation:
Financial Information:
Source of Amount Account
Funds: 1 $415,000 304 - 2146- 069357
2
3
OBPI Total $415,000
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Janette Femandez Arencibia, Capital Projects Coordinator, ext. 6596
Sign - Offs:
Departm t ' ector Assistant Cit ager City ager
FV ( DB J G CP n
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T:IAGENDAl20117 -13 -11 \Fire Station No 2 Contingency Increase \FS No.2 - Contingency Increase - SUMMARY.doc
M IA MIBEACH AGEN ITEM C7 C�
DATE 7 //
m► MIAMIBEACH
City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 33139, www.miamibeachfl.gov
COMMISSION MEMORANDUM
TO: Mayor Matti H. Bower and Members of the City Commission
FROM: Jorge M. Gonzalez, City Manager
DATE: July 13, 2011
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA, APPROVING AN INCREASE TO THE PROJECT CONTINGENCY
FOR THE RENOVATION AND RESTORATION OF THE HISTORICAL FIRE STATION
NO. 2 PROJECT, IN THE AMOUNT OF $415,000, FROM PREVIOUSLY
APPROPRIATED FUND 304 CAPITAL RESERVE FUNDS IN THE PROJECT
BUDGET, FOR UNFORESEEN STRUCTURAL CONCRETE SPALLING REPAIRS.
ADMINISTRATION RECOMMENDATION
Approve the Resolution.
KEY INTENDED OUTCOME
Ensure value and the timely delivery of a quality capital project.
FUNDING
Funding in the amount of $415,000 has been previously appropriated from Fund 304, Account # 304-
2146- 069357, in the Capital Budget. No additional appropriations are required.
BACKGROUND
On July 17, 1996, the Mayor and City Commission adopted Resolution No. 96- 22068, approving and
authorizing the Mayor and City Clerk to execute an Agreement with STA Architectural Group, Inc. (the
Consultant) for professional services for the Renovation and Expansion of Fire Station No. 2 and a
Master Plan for the site at 451 Dade Boulevard (the Project). As a result of the design services, two
project phases were proposed. The first phase of the Project consisted of Building B and its Emergency
Operations Center. The second phase consisted of Building A, the existing historical building and hose
tower. The first phase was completed in March 2008. The second phase of the project commenced in
December 2009.
On December 9, 2009, the Mayor and City Commission adopted Resolution No. 2009 - 27255, approving
and authorizing the Mayor and City Clerk to execute an Agreement with the Consultant for additional
design, bid, and construction administration services for the rehabilitation of the historic building, Hose
Tower, and new construction on the Fire Station No. 2 Building A and Hose Tower Project. This final
phase of the Fire Station No. 2 project entailed the historic renovation and restoration of Building A and
the Hose Tower which would be converted into the Fire Department headquarters and administrative
offices.
The existing 11,000 sq. ft. structure is a 1939 building designed by architect Robert Law Weed and was
designated a Miami Beach Historic Site in 1999. It consists of a larger two story center building, with
smaller two story flanking structures to the north and south and infill connecting wings. The intent was to
renovate and preserve the exterior of the building, and largely return it to the original design per the
request of the City of Miami Beach Historic Preservation Board as denoted on their Final Order dated
October 23, 2001 (see Attachment A).
Invitation to Bid (ITB) No. 26 -09/10 was issued on April 29, 2010, with an opening date of June 8, 2010.
A pre -bid conference for the project was held on May 4, 2010. Facility walk - throughs were also held on
May 12, 2010 and May 20, 2010. The Technical Review Panel (TRP) convened on June 22, 2010, to
shortlist and interview prospective bidders. After the interview and procurement process was completed,
it was recommended to the City Manager that the Renovation and Restoration of the Historic Fire
Station No. 2 Project contract be awarded to Edgewater Construction Group, Inc. (ECG) as the lowest
and best bidder for the project. On July 14, 2010, the Mayor and City Commission authorized the award
of a contract to ECG for the Renovation and Restoration of the Historic Fire Station No. 2 Project.
ANALYSIS
This Resolution requests an increase to the project contingency for the Renovation and Restoration of
the Historical Fire Station No. 2 and Hose Tower Project due to extensive additional unforeseen
structural concrete spalling repairs that are required throughout the building. Spalling is the chipping or
flaking of concrete or other masonry as a result of environmental stresses. It can be caused by many
factors of which the most common include freezing water, use of rock salt, and rebar corrosion. If left
untreated under prolonged environmental stresses, spalling can result in structural damage. The Fire
Station #2 building experienced rebar corrosion throughout the years which lead to the structural
concrete spalling (see Attachment B for reference).These additional unforeseen structural repairs were
due to a substantial amount of deterioration of the building which was not anticipated prior to the award
of the construction contract.
Based on a standard amount of structural due diligence some spalling repairs were expected and
budgeted for in the construction via a contract allowance. However, ongoing repairs during construction
have uncovered an inordinate amount of additional repairs. These repairs have depleted the allocated
project allowance and have begun to impact the project contingency, requiring an increase to the same.
Project contingencies are typically a set percentage of the construction contract amount budgeted so
the project can proceed with minimal interruption for small (non- scope) changes, design shortfalls, or
cost overruns that are identified after a construction project commences. For Fire Station #2, the
structural spalling repairs constitute a scope increase to the project, which are currently being approved
by the Administration as change orders against the project contingency in efforts to move the project
forward and meet the project schedule for occupation by the Fire Department. In this particular case,
the project contingency will also be expected to absorb costs due to overages for the brick repair
allowance item, outstanding change orders, and Fire Department requests that are outside the original
scope of work.
The Fire Station No. 2 building has served many functions in its life time. Several years ago the building
was vacated due to its poor condition. It remained open to the elements and the roof had been
compromised which allowed for further deterioration of the existing building. The fact that the building
was exposed to these conditions compounded the damage to the structure. Since structural repairs
were anticipated as part of the renovation project, the City hired a third party engineer to evaluate the
existing structural conditions of the building through the use of minor selective demolition. The
evaluation concluded that the structural systems of the building could be repaired; however, the repairs
would represent a significant expense to the City which could not be identified at that time.
Due to our understanding of structural conditions of the existing building, the Contractor's scope of work
for the project included partial demolition and structural repair to the existing structure. Since the full
extent of the structural concrete spalling repairs could not be determined at the time of award, an
allowance of $100,000 was included in the contract for the repairs. The budgeted allowance was
established based on the recommendations provided by the Architectural and Structural Engineering
Consultants for the project and were based on superficial visual observations of the building and the
evidence uncovered from the selective demolition prior to the commencement of construction as is
standard engineering practice. In some cases, spalling could be identified from a visual perspective;
however, the full extent of the damage could only be evaluated once affected areas were exposed and
stripped of all material.
Once construction began on the project and a substantial amount of the existing building finishes were
removed, the design and construction team were better able to evaluate the full extent of the structural
damages. The Special Structural Engineering Inspector managing the repairs has observed and
identified an extensive amount of structural spalling throughout the crawl space, grade beams, tie
beams, window openings and joists on the first and second floor, the hose tower and underside of the
roof structure. As such, it has become evident that the scope and allowance for structural spalling
repairs has increased substantially from what was originally anticipated and budgeted for in the project.
To date, the value of the structural spalling repairs has exceeded the budgeted $100,000 allowance for
this specific task. As a result, the costs of the additional repairs, above the budgeted allowance, are
being submitted and approved as change orders to the contract which will deplete the available
construction contingency that was originally budgeted for other project related cost overruns, not solely
for structural repairs. The aforementioned repairs are currently underway, progressing rapidly and must
be performed in all required areas in order for the Structural Engineer to certify that the building is
structurally sound.
This request is to transfer available funds in the amount of $415,000, as recommended by the NE
Consultant (see Attachment C) that have been previously appropriated in the project budget from Fund
304, Capital Reserve Funds, to the Fire Station No. 2 construction contingency to cover the additional
unforeseen repairs. By approving this resolution and transferring these funds, the Commission would be
approving the replenishment of the project's construction contingency for the overages attributed to the
structural repairs.
CONCLUSION:
The Administration recommends that the Mayor and City Commission approve an increase to the
project contingency for the Renovation and Restoration of the Historical Fire Station No. 2 Project, in the
amount of $415,000, from previously appropriated Fund 304 Capital Reserve Funds in the project
budget, for unforeseen structural concrete spalling repairs.
JMG /DB /FV /CF /JCC /HC
Attachment A: Historic Preservation Final Order
Attachment B: Fire Station #2 Spalling Pictures
Attachment C: NE Recommendation
T: AGENDA \2011 \7 -13 -11 \Fire Station No. 2 Contingency Increase \FS No.2 - Contingency Increase - MEMO.doc
11/06/2001 23:08 FAX 3056752954 STA - ARCHITECTURA 2 01
CITY OF MIAMI BEACH
eTA
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139
www.amiam - beach.fi.us
PLANNING DEPARTMENT Telephone: 305-673.7550
Facsimile: 305.673.7559
October 23, 2001
Mr. Todd Tragash
STA Architectural Group
3526 N. Miami Avenue
Miami, FL 33127
Re: Historic Preservation File No. 1175 - 2300 Pine Tree Drive
Dear Todd:
Enclosed, please find a cm of the Final Order for the above noted project As you will note on the last
page of the Order, a Full Building Permit for the project must be obtained within one (1) year of the
issuance of the original Certificate of Appropriateness.
The original copy of this Order must be recorded in the Public Records of Miami-Dade County, prior to the
issuance of a Building Permit. Please contact the Board's Administrator, Chuck Taft, at the above number,
to obtain the original Order.
If you have any questions with regard to this matter, please contact me.
Sincerely,
rig
THOMAS R. MOONEY, AIC'•
Design and Preservation Manager
V III
TRM:Idq
c: HPB File No. 1175
F. IPLAM3NPB1 01HPB1Odtipb01111754.1a.LTR.gpc
11/06/2001 23:08 FAX 3056752954 STA- ARCHITECTURA 202
HISTORIC PRESERVATION BOARD
City of Miami Beach, Florida
MEETING DATE: October 9, 2001
IN RE: The Application for a revision to a previously issued Certificate of
Appropriateness for the partial demolition, rehabilitation, alteration
and restoration of an existing fire station, including a two (2) story
addition and conversion to administrative offices, as well as the
construction of a two (2) story fire apparatus and dormitory facility.
Specifically, the applicant proposes to increase the height of the new
fire apparatus and dormitory facility from two (2) stories to three (3)
stories and to modify the approved exterior elevations.
FILE NO: 1175
PROPERTY: 2300 Pinetree Drive
ORDER
•
The applicant. the City of Miami Beach, filed an application with the City of Miami Beach
Planning Department for revisions to a previously approved Certificate of Appropriateness.
The City of Miami Beach Historic Preservation Board makes the following FINDINGS OF
FACT, based upon the evidence, information, testimony and materials presented at the
public hearing and which are part of the record for this matter.
A. The project is located within the Dade Boulevard Fire Station Historic Site.
B. Based on the plans and documents submitted with the application, testimony and
information provided by the applicant, and the reasons set forth in the Planning
Department Staff Report, the project as submitted is consistent with the Certificate
of Appropriateness Criteria in Section 118- 564(a)(1) of the Miami Beach Code, is
not consistent with Certificate of Appropriateness Criteria c in Section 118- 564(0X2)
of the Miami Beach Code, and is consistent with Certificate of Appropriateness
Criteria in Section 118- 564(a)(3) of the Miami Beach Code,
C. The project would be consistent with the criteria and requirements of section 118-
564 if the following conditions are met:
1. Revised elevation, site plan and floor plan drawings shall be submitted to and
approved by staff; at a minimum, such drawings shall incorporate the
following:
a. Final design details and surface finishes and colors shall be subject
to the review and approval of staff.
11/06/2001 23:08 FAX 3056752954 STA- ARCHITECTUR9 Q03
Page 2 of 4
HPB File No. 1175
Meeting Date: October 9, 2001
2. A revised landscape plan, prepared by a Professional Landscape Architect,
registered in the State of Florida, and corresponding site plan, shall be
submitted to and approved by staff. The species type. quantity. dimensions,
spacing, location and overall height of all plant material shall be clearly
delineated and subject to the review and approval of staff. At a minimum,
such plan shall incorporate the following:
a. All exterior walkways shall consist of decorative pavers, set in sand or
other equally semi- pervious material, subject to the review and
approval of staff.
b. All landscape areas which abut driveways and parking spaces shall
be defined by continuous concrete curb_
c. A fully automatic irrigation system with 100% coverage and an
automatic rain sensor in order to render the system inoperative in the
event of rain.
3_ All building signage shah be consistent in type, composed of flush mounted,
non - plastic individual letters and shall require a separate permit.
4. The final exterior surface color scheme, including color samples, shall be
subject to the review and approval of staff and .shall require a separate
permit.
5_ A traffic mitigation plan, which addresses all roadway Level of Service (LOS)
deficiencies relative to the concurrency requirements of the City Code, if
required, shall be submitted prior to the issuance of a Building Permit and the
final building plans shall meet all other requirements of the Land
Development Regulations of the City Code.
6. Manufacturers drawings and Dade County product approval numbers for all
new windows, doors and glass shall be required, prior to the issuance of a
building permit.
7. All roof -top fixtures, air - conditioning units and mechanical devices shall be
clearly noted on a re vised roof plan and shall be screened from view, in a
mariner to be approved by staff.
8. Revised drawings, with corresponding color photographs. that are separate
from the construction documents, drawn to scale and clearly document the
existing conditions of the subject building, shall be submitted_ Such drawings
and photographs shall include all four elevations and interior floor plans of
• the building, as well as a site plan.
11/06/2001 23:08 FAX 3056752954 STA- ARCHITECTURA f104
Page3of4
FIPB File No. 1175
Meeting Date: October 9, 2001 .
9. An historic analysis of the existing structure, inclusive of a photographic and
written description of the history and evolution of the original building on site,
shall be submitted to and approved by staff, prior to the issuance of a
Building Permit; such historic analysis shall be displayed prominently within
the public area of the structure, in a location to be determined by staff.
10. All new and altered elements, spaces and areas shall meet the requirements
of the Florida Accessibility Code (FAC).
11. The project shall comply with any landscaping or other sidewalk/street
improvement standards as may be prescribed by a relevant Urban Design
Master Plan approved prior to the completion of the project and the issuance
of a Certificate of Occupancy.
12_ A drawn plan and written procedure for the proposed demolition shall be
prepared and submitted by a registered architect or licensed professional
engineer in the State of Florida which fully ensures the protection of the
public safety as well as protection of all existing structures adjacent to the
subject site during the course of demolition.
13. The Certificate of Appropriateness for Demolition shall only remain in effect
for the period of time that there is an active Certificate of Appropriateness for
the associated new construction on the subject property.
14. The Final Order is not severable, and if any provision or condition hereof is
held void or unconstitutional in a final decision by a court of competent
jurisdiction, the order shall be returned to the Board for reconsideration as
to whether the order meets the criteria for approval absent the stricken
provision or condition, and /or it is appropriate to modify the remaining
conditions or impose new conditions.
IT IS HEREBY ORDERED, based upon the foregoing findings of fact, the evidence,
information, testimony and materials presented at the public hearing, which are part of the
record for this matter, and the staff report and analysis, which are adopted herein, including
the staff recommendations which were amended by the Board, that the application for a
Certificate of Appropriateness is GRANTED for the above - referenced project subject to
those certain conditions specified in paragraph C of the Findings of Fact (Condition Nos.
1 -14, inclusive) hereof, to which the applicant has agreed.
No building permit may be issued unless and until all conditions of approval as set forth
herein have been met The issuance of a Certificate of Appropriateness does not relieve
the applicant from obtaining all other required Municipal, County and /or State reviews and
permits, including zoning approval_ If adequate handicapped access is not provided, this
approval does not mean that such handicapped access is not required or that the Board
Cfd
11/06/2001 23:08 FAX 3056752954 STA- ARCHITECTURA 1J05
Page 4 of 4 -
HPB File No. 1175
Meeting Date: October 9, 2001
supports an applicant's effort to seek waivers relating to handicapped accessibility
requirements. .
When re•uestin• a building germit three 3 sets of •fans as 'roved b the Board modified
in accordance with the above conditions, as well as annotated floor plans which clearly
. delineate the Floor Area Ratio (FAR) calculations for the project; shall be submitted to the
Planning Department. If all of the above - specified conditions are satisfactorily addressed,
the plans will be reviewed for building permit approval. Two (2) sets will be retumed to you
for submission for a building permit and one (1) set will be retained for the Historic
Preservation Board's file. If the Full Building Permit is not issued within one (1) year of the
meeting date at which the original Certificate of Appropriateness was granted and
construction goes not commence and continue in accordance with the requirements of the
applicable Building Code, the Certificate of Appropriateness will expire and become null
' and void.
Dated this ° da of Cc , 2091.
HISTORIC PRESERVATION BOARD
THE C OF MIA,11 B CH, FLORIDA
BY: A
THOMAS R. MOONEY, AIC •
DESIGN AND PRESERVATION MANAGER
FOR THE CHAIR
STATE OF FLORIDA )
)SS
COUNTY OF MIAMI -DADE )
The foregoing instrument was acknowledged before me this 2.- -.,. .� day of
�1c.) 6 2 2001 by Thomas R. Mooney, Design and Preservation
Manager, Planning Department, City of Miami Beach, Florida, a Florida Municipal,
Corporation, on behalf of the Corporation. He is pl;�: ally known t . • - _
1 T la fe /
c` - l k, � s � r ' � ' NOTARY PUBLIC ' c ri4 A. i.rr • r
N A Y C T A Q P E � U A
CCM�n NO caw Miami -Dade County, Florida
mrcosiu RUN EXP. MAY Zy -C , My Commission expires:
Approved As To Form: /- ,
Legal Department: ."y -L'C ( ,, • 1 - (. 17 / )
Filed with the Clerk of the Historic Preservation Board on 211 / ( ( )
F:I PLAN\S HPQ IQ1HPB \Octhpb01\1175- r.fa..doc I ///
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Fernandez Arencibia, Janette
From: John Guffey [ john @staarchitecturalgroup.com]
Sent: Tuesday, June 21, 2011 6:39 PM
To: Fernandez Arencibia, Janette
Subject: FW: firestation cost
Janette,
STA's prior recommendation (04.26.11) was to request and additional $336k for completion of structural repairs, inclusive
of the tower, and based on the cost estimate summary of 04.22. With the original $100k allowance the total structural
remediation would be $436k. We are now at $362K, with some work on the south annex roof and the tower pending.
We agree with your proposed request for an additional $415k as an upset figure.
John Guffey
STA ARCHITECTURAL GROUP
3526 North Miami Ave. Miami, FL 33127
p. 305.571.1811 x 207 • f. 305.571.1821
john@staarchitecturalorouo.com
www.sfaarchitecturalarouo.com
REDUCE YOUR FOOTPRINT PRINT WISELY.
Original Message---- -
From: John Guffey
Sent: Tuesday, June 21, 2011 4:21 PM
To: Fernandez Arencibia, Janette
Subject: firestation cost
Janette,
Edgewater chooses not to give a guaranteed maximum price for the hose tower structural repairs.
Regarding brick repair the north and south walls of the center section, the south wall of the north annex, and the north wall
of the south annex (areas were the prior connectors were demolished) are covered in the base bid. The $30K allowance
is only for general repairs at other areas. This should be more than sufficient.
Working on any tower adjustment.
John Guffey
STA ARCHITECTURAL GROUP
3526 North Miami Ave. Miami, FL 33127
p. 305.571.181 1 x 207 • f. 305.571.1821
john@staarchitecturalgrouo.com
www.staarchitecturalgrouo.com
REDUCE YOUR FOOTPRINT.PRINT WISELY.
1