HomeMy WebLinkAbout2010 01 25 Regular 602 Bentley Architects and Engineers, Inc. COMMISSION AGENDA
Consent
Informational
ITEM 602 Public Hearing
Regular X
January 25, 2010
Regular Meeting Mgr. Dept.
Authorization
REQUEST: Parks and Recreation requests that the City Commission review information
from Bentley Architects and Engineers, Inc. regarding the conversion of the
Civic Center to a larger Community Center or a Senior Wellness Center.
SYNOPSIS: Bentley Architects and Engineers, Inc. have a report to present regarding
conversion of the Winter Springs Civic Center. Estimated costs
Community Center $1,391,815; Senior Wellness Center $333,683. The
Senior Wellness Center could be submitted for CDBG Grant funding.
CONSIDERATIONS:
The City Commission budgeted $25,000 in FY 09/10 for a study regarding what
construction costs are required to convert the existing Civic Center into a new larger
Community Center or a Senior Wellness Center.
Staff obtained the services of Bentley Architects and Engineers, Inc. from Longwood
to provide a study and report.
Mr. Gary L. Kranson AIA, Vice President will present the report to the City
Commission.
The CDBG (Community Development Block Grant) programs is now taking
applications for FY 10 /11.
The Senior Wellness Center qualifies for grant funding.
Should the City Commission desire considering this option, Bentley would work with
staff to provide more detailed information to the City Commission at a meeting in
February so staff could meet the grand deadline of March 1, 2010.
Staff would also present current Civic Center revenues /expenses and projected Senior
Wellness Center revenues /expenses and operation costs.
FISCAL IMPACT:
New Community Center $1,391,815
Conversion to Senior Wellness Center $333,683
No funds are currently budgeted for either project.
Agenda Item Regular 602
January 25, 2010
Page 2
COMMUNICATION EFFORTS:
The Senior Organization and members have previously expressed an interest in a Senior
Wellness Center. If directed to proceed, staff would again discuss the proposed Senior Wellness
Center with seniors for their input.
RECOMMENDATIONS:
Parks and Recreation recommends that the City Commission review information from Bentley
Architects and Engineers, Inc. regarding the conversion of the Civic Center to a larger
Community Center or a Senior Wellness Center and provide any direction deemed appropriate.
ATTACHMENTS:
Attachment #1 Bentley Architects and Engineers, Inc. Civic Center Report.
BENTLEY ARCHITECTS ENGINEERS, INC.
General Project Description
The City of Winter Springs is considering options for potential improvements to the
existing City of Winter Springs Community Center located at 400 North Edgemon
Avenue. Through it's continuing services contract with Bentley Architects Engineers,
Inc., the City has asked Bentley to review two possible approaches for continued use of
the existing Community Center. These two approaches include:
1. Renovate and alter the existing building for continued use as a Community
Center.
2. Renovate and alter the existing building to become a Wellness Center associated
with the adjacent Senior Center.
To complete this review, Bentley visited the facility to become familiar with the layout
and current uses. Also, the existing Community Center building was inspected to
provide a general evaluation of it's condition. The information gathered from the site
visits was then used to provide a general evaluation of each approach. Finally, both
approaches were reviewed to provide a rough cost estimate of possible construction
cost that might be expected.
Background Site
The existing community center building shares the site with the Senior Center. Other
site amenities include three baseball fields, a covered pavilion, tot lot playground,
basketball court, and a sand pit for beach volleyball. Although both the Community
Center and Senior Center functions are recreational, the type of use is mixed given the
combination of the generally larger, more active functions that take place at the
Community Center and the outdoor facilities compared to the uses typically taking place
at the Senior Center. Because the schedule of uses generally differs between the two
functions, there seems to be few conflicts, but the potential for conflicts does exist.
Background Building
The existing building serves as the City of Winter Springs Community Center. It is
estimated that the existing building was constructed around 1970. In general, the
construction consists of concrete slab on grade, concrete masonry unit (CMU) walls,
and steel joist roof framing with plywood deck and mansard assembly. Improvements
have been made to the building over the years including, among other things, new floor
tile, paint, a new air conditioning unit in 2008, and a new roof membrane in 2009.
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Accessibility improvements have also been made to the building over the years,
although there are still some deficiencies in this area.
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Street View Restroom Interior Main Assembly Room
The Community Center building is located next to the Senior Center. The Senior Center
includes space for assembly and recreational activities. More recently, an addition to
the existing building was completed that added an indoor therapy pool with associated
restroom /locker /shower facilities. By all accounts the Senior Center receives steady, if
not heavy use.
Existing Building Report
Bentley visited the site on November 19, 2009 to assess the condition of the existing
building. It should be noted that our observations of the existing building were only
visual, and did not include any testing of materials or the structure. We also reviewed a
report provided by the Building Department dated 12/31/2009 that addresses potential
changes to the existing building in terms of code requirements.
As previously mentioned, the construction of the building consists of concrete slab on
grade with concrete masonry (CMU) walls, and steel roof joist framing with plywood
sheathing. Under the current version of the Florida Building Code (2007), the building
would be classified as Type IIIB, unsprinklered construction.
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The roof membrane is less than a year old, and appears to be a modified bitumen
assembly with a mineral cap sheet finish; it is in excellent condition. The mansard at
the roof perimeter is finished with shingles, and appears to be in good condition. The
exterior walls appear to be in good condition, with only minor stair -step cracks; there is
some damage at the NE corner of the building that should be investigated further as to
it's cause and remedied (see picture below). There did not appear to be any active
moisture intrusion issues, and there is no report from staff or any evidence to suggest
that there are any current moisture intrusion issues.
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Damage at NE Corner Minor Soffit Damage Wall Sheathing Termination
Inside the building, the walls are covered with a mineral fiberboard secured directly to
the CMU walls. Normally, we would expect the wall sheathing material to be secured to
furring strips to allow space for insulation board. Unless the hollow cells of the CMU are
filled with loose -fill insulation, the walls of the building are un- insulated, with the wall
sheathing providing only very minimal thermal resistance.
There are a number of deficiencies with the interior layout. The kitchen area is poorly
laid out, and must be used for storage of chairs. The kitchen is also open to the
assembly area, with no provision for separation. The administrative office is poorly
proportioned, and appears to have been forced into a space that would be better used
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for storage. Also, the kitchen is open to the assembly room, detracting from the
appearance of the assembly space. There is a noticeable lack of storage space for a
facility of this type. One example of the lack of storage is the janitor room off the kitchen
that is over filled with items that should be in a separate storage area; the janitor room
is similarly crowded. Although modifications have been made to the layout of the
restrooms to create accessible stalls, these stalls still do not meet current accessibility
code requirements.
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Kitchen Accessible Toilet Stall Lack of Closet Space
MEP Conditions
Mechanical
The Civic Center is served by three (3) direct expansion rooftop units. One unit (as
manufactured by Carrier) was replaced in 2008 and is in good condition. The other two
units (as manufactured by Lennox) appear much older and are in poor condition. The
units are installed on structural steel stanchions above the roof and are secured to the
structural steel with straps. Condensate is routed across the roof to building roof drains
and terminated indirectly. Nameplate data indicates one of the Lennox units has a
capacity of five (5) tons. The remaining Lennox and new Carrier units do not have
visible nameplate data, but due to similar physical size, are assumed to have the same
five (5) ton capacity. The total installed capacity to serve the building appears to be
fifteen (15) tons.
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AL
Rooftop Equipment Roof Stanchions and Tie -Down Straps
Each unit supply and return is ducted through the roof to the building ceiling cavity
below. Ductwork is routed between the roof joists due to limited ceiling cavity height.
Ceiling supply and filtered return air devices are located in the suspended ceiling and
are tapped off the ductwork. Ductwork material appears to be fiberglass duct board.
Thermostats in the space control the rooftop equipment.
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Above Ceiling Ductwork Filtered Return Air Devices
The restrooms are served by individual exhaust fans that are ducted to the exterior.
The kitchen contains a residential class kitchen hood with un- insulated exhaust duct
that discharges to the exterior. Depending on the future building use, a new commercial
kitchen hood maybe required to support cooking within the building.
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1
Kitchen Hood with Exhaust
It is recommended that a cooling load analysis be performed to model the final intended
occupancy of the space. Ventilation calculations should be performed to determine the
required amount of outside air needed to meet the intended occupancy and maintain
positive pressurization. Equipment should then be selected to determine the optimum
equipment size and capacities.
It is recommended the Lennox units be replaced, but the Carrier unit could be salvaged
and potentially reused depending on the outcome of the cooling load and ventilation
analysis. The unit placements on the roof should be revised to keep equipment a
minimum of 10 feet from the roof edge to meet Florida Building Code requirements.
Consideration should be given to the addition of lightning protection for these units (if
lightning protection is added to the building). A power source within 25 feet of the units
should be added to meet Florida Building Code requirements.
It is noted that there is existing flexible insulation located on top of the acoustical ceiling
tiles. This insulation appears to be for thermal considerations as it does not appear the
roof contains insulation. The Florida Building Code does not allow the use of insulation
on top of ceiling tiles to serve as a thermal barrier. This situation will need to be
addressed, and likely insulation added at the roof level, during the course of renovations
or change in occupancy construction.
Electrical
The building is served by a 240/120 volt single phase pole mounted transformer. The
overhead line extends from Edgemon Avenue to the pole mounted transformer on the
east side of the site, then underground to the electric meter and disconnect located on
the building east exterior. The service extends through the wall to an existing 400 amp
panel.
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Pole Mounted Trans. Electric Meter Disconnect Existing Electrical Panel
The existing panel is in poor condition and should be replaced. It is recommended that
the existing wiring and conduit be replaced at the same time the facility is renovated.
Depending on intended occupancy and use, the existing single phase service may be
sufficient to meet the intended occupancy and planned equipment needs. If the
intended use requires heavy electrical loads, then a new three (3) phase service to the
building may be needed.
The building lighting uses predominately 2x4 acrylic lens lights with what appears to be
T8 lamps and is controlled from wall switches. Replacement of the lighting to more
energy efficient lighting and the use of occupancy sensors for energy conservation is
recommended.
AI L
Existing Lighting
An existing audio /visual system is located in an exposed rack hung against the west
interior wall. Low voltage cabling above the ceiling is routed to below ceiling mounted
speakers. It is recommended that a new audio /visual system, enclosed in a suitable
closet or concealed space away from public access and view, with ceiling mounted
speakers be considered.
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Existing Audio /Visual Rack with Exposed Cord
The telephone service appears to originate from Edgemon Avenue and appears to be
routed to an exterior junction box on the building northeast corner, then into the building.
Data cabling appears to originate in the Senior Center and connects to the Civic Center
through a 2 inch conduit routed underneath the connecting walkway eave. Two (2) pair
of what appears to be Category 5 cable in included within this conduit.
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Telephone Entry at Northeast Corner Connecting Comm. Conduit Between
Senior Center and Civic Center
It is noted that the building does not contain a lightning protection system. It is
recommended that during the course of renovation or change in occupancy, a lightning
protection system be added.
The building does not contain a fire alarm system. The existing Senior Center has a fire
alarm system that may be expandable to accommodate the fire alarm needs of this
facility if occupancy designation and building codes require it.
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Trr
1
Existing Senior Center Fire Alarm
Plumbing and Fire Protection
The building water meter is located at Edgemon Avenue. A water service entry into the
building could not be found and it is assumed that the plumbing piping serving the
restrooms is piped from below ground. A water heater is located in the storage closet
off the men's restroom, with CPVC hot water piping extending into the ceiling cavity and
assumed to be serving the kitchen sinks. The water heater appears to be in good
condition. Sanitary piping from the kitchen sinks extends through the east exterior wall
and ties in below ground. All other sanitary piping appears to tie -in below ground. PVC
vents through the roof for the restrooms and kitchen are existing.
91111
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Water Meter at Edgemon Ave. Water Heater Exterior Sanitary Piping
Kitchen
The restroom floor mounted tank type water closets and lavatories appear to be in good
condition. If toilets other than tank type (i.e. the use of flush valve water closets) are
used, it is likely the water service to the building will need to be upgraded to
accommodate the increased flow.
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Existing Water Closet Existing Lavatory
Due to the building age and likely condition of existing underground piping, it is
recommended the building plumbing piping be replaced during the course of the
building renovations. An accessible water service entry location with an isolation valve
is recommended.
It should be noted that the plumbing fixtures are located on the east side of the building,
closest to the sanitary service from the street. There is a concern that should restrooms
or plumbing requirements occur on the west side of the building during the course of
renovations, existing underground inverts may be difficult to obtain when tying in new
plumbing piping. This should be considered when planning of the new or renovated
space occurs.
It does not appear that a grease trap serves the building. Should more commercial type
cooking be allowed in the building (it appears residential type cooking takes place now),
a new underground grease trap may be required to meet building code requirements.
Fire Protection
The building currently does not contain a fire sprinkler system. Depending on
occupancy classification, a fire sprinkler system may be required. A new 3 foot by 3
foot fire riser closet, accessible from the exterior, would be necessary in the event fire
sprinklers are added to the building.
Discussion
As mentioned at the beginning of this report, we have been asked to address two
possible uses for this facility. A discussion of each of these two options follows:
Renovate and alter the existing building for continued use as a Community Center.
There are a number of issues that should be analyzed to make this decision. They
include:
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1. Analysis of the current uses and activities and additional activities to take place in
this facility.
2. Determination of space needs for programmed activities.
3. Review compatibility of Community Center and Senior Center activities.
4. Establish budget for renovation or reconstruction.
In reviewing these two options, it is clear that the activity density for each is quite
different from the other. For most part, gatherings at the community center, such as
parties or wedding receptions, are shorter duration at irregular intervals and schedules,
but will often include larger numbers of people. In contrast, the senior center conducts
regularly scheduled activities daily as well as daily elective use by the community, with
periodic larger gatherings. While the senior center facilities have expanded to meet
increased activity, the community center has not expanded to meet the increased
activity levels that are occurring there.
The existing community center has a number of functional deficiencies, including a lack
of adequate storage and office space, and the layout of the kitchen area in relation to
the assembly space is unsatisfactory. Although a detailed program study of the facility
is not included in our scope of work for this report, we believe we can safely conclude
from our observations of these deficiencies that a significantly larger community center
facility is required. In short, the user demand has increased over time, without
commensurate increase in size of the building. While the staff has made upgrades
where possible to keep the building usable, we believe a larger facility is needed to
correct the current space and functional problems mentioned above. In addition to
correcting these obvious deficiencies, a more detailed program review might reveal that
additional space, such as small meeting rooms, additional multi purpose space, and
offices might be desirable.
It is also clear that the existing building has other issues that require attention, such as
improving the thermal envelope, structural improvements to meet current structural
codes, and a number of accessibility deficiencies that need to be addressed to meet
current accessibility codes. The code related issues are also outlined further in report
provided by the Building Department, and included as an exhibit to this report.
Given the need for expansion of the community center, the decision on how to proceed
will be based primarily on whether the facility is expanded in it's current location, or if it
is relocated elsewhere on site, or relocated to a new site. The primary factor that
affects this decision is the degree to which the community center and senior center uses
are perceived to be in conflict.
Renovate and alter the existing building to become a Wellness Center associated with
the adjacent Senior Center.
Similar to a renovation of the Community Center, a number of factors should be
analyzed:
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1. Analysis of the current uses and activities and additional activities to take place in
this facility.
2. Determination of space needs for programmed activities.
3. Review compatibility of Community Center and Senior Center activities.
4. Establish budget for renovation or reconstruction.
In reviewing these two options, it is clear that the activity density for each is quite
different from the other. For most part, gatherings at the community center, such as
parties or wedding receptions, are shorter duration at irregular intervals and schedules,
but will often include larger numbers of people. In contrast, the senior center conducts
regularly scheduled activities daily as well as daily elective use by the community, with
periodic larger gatherings. While the senior center facilities have expanded to meet
increased activity, the community center has not expanded to meet the increased
activity levels that are occurring there.
The existing community center has a number of functional deficiencies, including a lack
of adequate storage and office space, and the layout of the kitchen area in relation to
the assembly space is unsatisfactory. Although a detailed program study of the facility
is not included in our scope of work for this report, we believe we can safely conclude
from our observations of these deficiencies that a significantly larger community center
facility is required. In short, the user demand has increased over time, without
commensurate increase in size of the building. While the staff has made upgrades
where possible to keep the building usable, we believe a larger facility is needed to
correct the current space and functional problems mentioned above. In addition to
correcting these obvious deficiencies, a more detailed program review might reveal that
additional space, such as small meeting rooms, additional multi purpose space, and
offices might be desirable.
It is also clear that the existing building has other issues that require attention, such as
improving the thermal envelope, structural improvements to meet current structural
codes, and a number of accessibility deficiencies that need to be addressed to meet
current accessibility codes. The code related issues are also outlined further in report
provided by the Building Department, and included as an exhibit to this report.
Given the need for expansion of the community center, the decision on how to proceed
will be based primarily on whether the facility is expanded in it's current location, or if it
is relocated elsewhere on site, or relocated to a new site. The primary factor that
affects this decision is the degree to which the community center and senior center uses
are perceived to be in conflict.
Renovate and alter the existing building to become a Wellness Center associated with
the adjacent Senior Center.
Similar to a renovation of the Community Center, a number of factors should be
analyzed:
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1. Analysis of the proposed uses and activities to take place in this facility.
2. Determination of space needs for programmed activities.
3. Review compatibility of Community Center and Senior Center activities.
4. Establish budget for renovation or reconstruction.
For the purposes of this report, we are assuming that a Wellness Center might include
primarily weight machines, storage, office space, and possibly some open space for
aerobics. Since this type of use requires a large open space, it is easily adaptable to
the assembly -type use of the community center. Depending on the program
requirements of the facility, it might also be possible to minimize the alterations needed
to the existing building. For example, if the shower facilities in the therapy pool facility
are available to those using the wellness center, alterations to the restrooms can be
minimized. Similarly, by removing the kitchen equipment and using this area for storage
and an office, the electrical renovations would be simplified. Overall, we would
anticipate that this use might mitigate some of the requirements listed in the Building
Department's report, because the code required occupant load would decrease. For
example, a fire sprinkler system might still be desirable, but it would not be required due
to a drop in the occupant load generated by this use.
Conclusions
1. Condition of Existing Building: In general, we believe that the existing building
can continue to be used, though this decision is certainly affected by choice of
uses. There are several improvements that should considered in either case:
a. Remove and replace electrical panel and existing electrical conduit and
wiring.
b. Remove and replace the two older air conditioning units as mentioned in the
review of the mechanical systems.
c. Improve accessibility features. This would include widening doorways, or at
least adding an exit. Depending on which use the building will serve,
additional improvements to the restrooms may be required, including
additional fixtures and new layout to meet current code requirements.
d. Repairs to the NE corner of the building. This would include some analysis
to confirm the cause of the cracking and determine a repair solution.
e. Improve the thermal envelope. To the best of our knowledge, the perimeter
wall is not insulated. This condition could be improved by removing the wall
sheathing to install new gypsum wallboard over furring and insulation.
Similarly, the insulation above the ceiling violates current code requirements
and should be relocated to the underside of the roof deck. This can be
accomplished by securing fiberglass insulation to the roof deck, or spraying
foam insulation on the underside of the roof deck.
f. We assume that exterior alterations will be included in either scenario to
match the remainder of the facility. These improvements would likely include
removal of the existing mansard roof overhang and installation of new
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framing at the building perimeter with metal panels to match the adjacent
senior center.
g. Consider inclusion of sustainable design elements. We recommend that any
alterations incorporate LEED strategies where possible. Improvements to
energy use by using new energy efficient equipment or improvements to the
building envelope (see e. above), finishes with low VOC content and /or
recycled content, and increasing water efficiency are just a few items that
might be incorporated.
2. In terms of which use can be more easily accommodated in the existing
community center building, we believe the Wellness Center is the better fit. As
noted above, we believe the improvements necessary for continued use as a
Community Center include the need for additional space. This means that the
building would need to be expanded, or completely reconstructed. When
considering all of the alterations that would be necessary to bring the existing
structure into compliance with current code requirements and the new addition,
there is only nominal value to be retained by keeping the existing building and
renovating it. It is our opinion that the ideal approach for the Community Center
is complete reconstruction, either on this site or another site.
In contrast, improvements could be more easily made to accommodate the
Wellness Center, based on the assumption that additional space is not required.
Depending on the program requirements for the Wellness Center, alterations
could be as simple as removing kitchen equipment, making code related repairs
and improvements, and adding 2 or 3 partitions and new finishes.
3. With the recent expansion of the Senior Center facilities, the Senior Center
activities are becoming the more prevalent use for this site. From this standpoint,
it seems to make more sense to adapt the existing Community Center for use as
a Wellness Center. Following this approach, the entire existing building complex
would serve the Senior Center, thereby reducing or eliminating use conflicts with
the Community Center.
4. Budget The scope of work for this report does not include an programming for
the proposed facilities. In order to gain some insight into potential costs for each
of these facilities, made some general assumptions. Should the City elect to
proceed, a more detailed program should be completed to arrive at a design and
construction budget that accurately reflects the City's requirements.
Community Center
a. For the purposes of this report, we have assumed that the Community
Center will consist of entirely new construction in order to incorporate area
based cost estimating.
b. In terms of space requirements, we assumed the following:
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Space Name Area (sf)
Assembly Space 2200
Meeting Room 300
Meeting Room 300
Kitchen 200
Office 150
Lobby 100
Storage 200
Restrooms 300
Janitor 40
Mechanical Room 120
Subtotal 3910
Misc. Circulation/Wall thickness 5% 196
Total Area 4106
c. New Construction
i. Construction is assumed to be single story, slab on grade with CMU
walls and sloped roof framed with pre- engineered trusses. Exterior
finishes will include painted stucco on the walls and metal panels over
composite insulation over deck.
ii. Interior finishes will consist of painted drywall. Where drywall is
installed over exterior CMU walls, the drywall will be furred and all
furring voids filled with rigid insulation. Floor finishes will include
ceramic tile in the lobby, assembly, and kitchen, carpet in the office
and meeting rooms, and exposed concrete in the janitor, storage, and
mechanical room
iii. All door frames will be painted hollow metal. Exterior doors are
painted hollow metal, and interior doors are stain -grade wood. It is
expected that there will be a minimum of three entry/egress doors.
iv. Restroom finishes include mosaic tile floors, tile wainscot/painted wall
finish.
v. All ceilings will be 2' x 2' suspended acoustical tiles.
d. No costs have been included for sitework at this time.
e. Allowances
i. Equipment
ii. Professional Fees
iii. Miscellaneous Expenses
Wellness Center
a. Incorporate all of the improvements mentioned in item no. 1 above.
b. Demolition
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iv. Remove kitchen equipment and existing finishes. Remove existing
wall between kitchen and office.
v. Remove west wall of restrooms as needed to extend restrooms.
Remove existing Restroom finishes.
vi. Remove stage area, dance floor, and PA equipment.
c. New Construction
i. New partitions to create new storage room and office. Provide
standard paint wall finishes, VCT in storage room, and carpet in office.
ii. Additional restroom fixtures; it is anticipated that one additional water
closet in each restroom would likely satisfy code requirements. For
purposes of this report, we have also assumed that patrons to the
Wellness Center would use the showers in the Senior Center, so no
additional showers are provided here. Also provide wider door
openings and doors, and new restroom finishes include tile floors and
walls with tile wainscot and paint above.
iii. New athletic flooring and new ceiling tile.
iv. Wall mirrors in exercise area.
d. Allowances
i. Exercise Equipment
ii. Professional Fees
iii. Miscellaneous Expenses
Exhibits
Aerial Photograph
Building Department Report
Conceptual Program Construction Cost Estimate
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City of Winter Springs
Building Division
c &°RiO P.
Memo
To: David J. Alamina
From: Michael J. Scheraldi
CC: Randy Stevenson, Chuck Pula
Date: December 31, 2009
Re: Winter Springs Civic Center
As requested I performed an informal review of the Civic Center to try and determine what if any changes would need
to be done to this building had it been constructed using the building codes in effect today. Please see my conclusions
below:
This report was generated, not to evaluate the existing structure and systems, but to provide a comparison of the
existing structure and the upgrades that would be required if built under the present building codes. It is my
recommendation that an evaluation of the existing structure and systems be performed by qualified
professionals to determine the condition of the existing building. This review was done without the benefit of
plans and is not intended to act as a replacement for a formal plans review of construction documents. The
intent is to give general information only.
It should be mentioned that the existing structure is only responsible to meet the codes in effect at the time it
was constructed. It is not required by code to bring the current structure up to existing codes unless renovations
are performed. All new work performed must comply with the present code requirements. The amount of
upgrading to the unaltered structure is dependent on the percentage of floor and roof area affected in the
renovation.
For example:
Substantial Structural Alteration: If 30% of the total sum of the floor /roof area is affected, than the entire
existing structure must be brought up to the present code for wind load requirements 807.5.2 FBC(E).
Accessible Buildings- Alterations: If existing elements, spaces, or common areas are altered, then each such
altered element, space, feature or area shall comply with the applicable code. If alterations of single elements,
when considered together, amount to an alteration of a room or space in a building or facility, the entire space
shall be made accessible 11- 4.1.6(a)(b) FBC.
The following issues were found to be deficient if this structure was constructed under the present code:
An automatic fire sprinkler system installed.
A main entrance sufficient to accommodate 50% of the occupant load.
Doorways into the office, storage room and bathrooms that meet the accessibility requirements.
Accessible bathrooms
A hood /exhaust system in the kitchen.
17 of 44
A service sink and 1 additional water closet in each bathroom.
GFCI protection of all receptacles in the kitchen.
Shall be constructed to meet an approved, nationally recognized high performance green building rating
system.
There may be other requirements not stated here by other departments responsible for the oversight of this
type of construction. The two departments that come to mind are:
The Fire Department
Department of Business and Professional Regulation (Hotels Restaurants)
Please find attached the worksheet used to determine requirements. If you have any questions on this report please
feel free to contact me.
18 of 44
CONSTRUCTION TYPE /OCCUPANCY /HEIGHT AREA
The current building is a 3200 sq ft, single story structure built with materials of a type VB construction. (602.5 FBC)The
use and occupancy classification is Assembly A -3, Community Hall. (303 FBC)
The current code will allow an A -3 occupancy to be built of this construction type (VB) with the following limitations:
40' Single story
6000 sq ft
The current building meets these requirements. (T503 FBC)
OCCUPANT LOAD
Assembly without fixed seats
Concentrated (chairs only) 7 net 299 persons 13 312 persons
Standing Space 5 net 418 persons 13 431 persons
Unconcentrated (tables and chairs) 15 net 134 persons 13 147 persons
Accessory use areas
Office 100gross 2 persons
Storage 300gross 1 person
Kitchen 200gross 2 persons
2 Bathrooms Corridor fixture count 8 persons
TOTAL 13 persons
FIRE RESISTANCE RATINGS
The construction type is not required to fire rate any of the building elements. (T601 FBC)
The exterior walls are required to have a 1hr. fire rated due to fire separation distance on the side facing the Senior
Center. (T602 FBC)
The breezeway connecting the Senior and Civic Centers needs to be fire rated.
Do not know if the current building meets these requirements.
FIRE PROTECTION
Code requires a monitored automatic sprinkler system for an A -3 occupancy with an occupant load of 300 or more
persons. (901.6.1, 903.2.1.3 FBC)
The current building does not have a sprinkler system.
EGRESS (using the average load)
A minimum egress width for this occupant load is 62.40 (T1005.1 FBC)
A minimum of 2 exit doors are required. (T1015, T1019 FBC)
19 of 44
-J
The minimum required width for a single door is 32 (1008.1.1 FBC)
The loss of one means of egress shall not reduce the available capacity to less than 50 (1005.1 FBC)
At least two of the required exit doors shall be placed a distance apart equal to not less than Y2 of the length of
the maximum overall diagonal dimension of the area to be served. (1015.2.2 FBC)
Every assembly area shall be provided with a main entrance /exit. The minimum width of the main entrance /exit
shall be sufficient to accommodate 50% of the occupant load. (1025.2 FBC)
The current structure has 4 exits, all of which meet the required 32" minimum dimension. The total egress width
provided is 132 The separation distance required by 1015.2.2 FBC will need to be verified. No opening meets the
requirements for a main entrance /exit 1025.2 FBC.
The current building does not meet the requirements for a main entrance /exit. Separation distance between exits will
need to be verified.
ACCESSIBILITY
The provided accessibly parking is sufficient.
The accessible route to the facility is sufficient.
The doors to the bathrooms, office storage room do not meet accessibility requirements. They are not wide enough.
The bathrooms do not meet accessibility requirements. They will need to be addressed.
MECHANICAL SYSTEMS
Code requires a kitchen hood /exhaust over commercial cooking appliances. (507.2 FBC [M])
Domestic cooking appliances utilized for commercial purposes shall be provided with a hood. (507.2.3 FBC [M])
The existing kitchen is utilizing a domestic range and does not have an exhaust hood.
Code requires the kitchen to have a hood /exhaust system installed.
NOTE: This type of kitchen falls under the regulation of The Department of Business and Professional Regulation (Hotels
and Restaurants) and is subject to review and enforcement of their regulations. There may be requirements not covered
in the building code.
Over the last few code cycles the legislature and governor has implemented statutes and rules requiring new
construction of publicly owned buildings to meet approved, nationally recognized high performance green building
rating system. FS 255
The existing structure and equipment would not meet the efficiency standards.
PLUMBING SYSTEM:
The current restrooms:
Male: 1 water closet, 1 urinal and 2 lavatories
Female: 2 water closets and 2 lavatories
20 of 44
1 water Fountain
Using the occupancy load for A -3 Community hall concentrated (chairs only) we have an occupant load of 312 persons,
156 male 156 female.
Code requires:
Male: 2 water closets and 1 lavatory
Female: 3 water closets and 1 lavatory
1 water fountain and one service sink
Code would require another water closet in each restroom and a service sink.
ELECTRICAL SYSTEMS
All the receptacles located in the kitchen would need to be GFCI protected. 210.8 (B) (2) NEC
21 of 44
ccs
CONSTRUCTION
COST
SYSTEMS, INC.
Objectively
Managing City of Winter Springs Community Center
Building Costs
Winter Springs, FL
January 14, 2010
Conceptual Program Construction Cost Estimate
Submitted to:
Bentley Architects Engineers, Inc.
665 W. Warren Avenue
Longwood, FL 32750
251 Maitland Ave.
Suite 215
Altamonte Springs
FL 32701
407.869.9774 Tel
407.869.4023 Fax
WWW.CCSOS.COM
22 of 44
IIIMI
CONSTRUCTION
COST
SYSTEMS, INC.
City of Winter Springs
Objectively
Managing Community Wellness Centers
Building Costs
Winter Springs, FL
January 14, 2010
Conceptual Program Construction Cost Estimate
Sitework $442,080
Community Center $949,735
Community Center Total $1,391,815
Wellness Center Renovation $333,683
251 Maitland Ave.
Suite 215
Altamonte Springs
FL 32701
407.869.9774 Tel
407.869.4023 Fax
WWW.CCSOS.COM
23 of 44
Clarifications and Qualifications
City of Winter Springs
Community Center and Wellness Center
1 This preliminary Program Construction Cost estimate is based on preliminary programs guides and drawings,
prepared by the office of Bentley Architects Engineers.
2 This estimate assumes a normal market condition.
3 This estimate assumes one contract awarded to one General Contractor for the Sitework, Wellness Center and
Community Center.
4 Projected Construction Start third quarter of 2010 with completion in approximately 12 months.
5 The estimate includes a Design contingency of 10% to address items that are not identified or known at this stage of
the design. Clarifications and Qualifications are not considered to be eligible for these Design Contingency funds.
The Owner should allow additional funds for this scope of work.
6 Escalation is assumed to be 3% per year. 1.5% escalation is incorporated in the cost estimate.
7 After six months, this estimate should be updated for current market conditions.
8 Building systems were assumed based on review of narrative and a general discussion between CCS and Bentley.
9 The City of Winter Springs Building Division report dated December 31, 2009 is noted, however as it has been
explained to CCS, many of these items are based on the current use as a Community Center. The requirements will
change with the Wellness Center. The accessibility requirements and additional toilets and sinks are included.
10 This estimate is based on information available at this time. The scope of this estimate should be reviewed to insure
our interpretation of the drawings and other information is correct. This estimate should be updated as the program
and design evolves.
11 This cost estimate represents our opinion of probable construction cost for this project. We have exercised due
professional diligence in the preparation of this estimate. Since we have no control over final material selection,
bidding strategies and market conditions, no guarantee is given or implied with this estimate.
12 For the purposes of this conceptual estimate, it was assumed the new Community Center and expanded parking will
be located at the existing single ball field. The basket ball court will be removed.
13 Provisions for 70 additional parking spaces is included based on 400 sqft per space for parking and drive isles. New
parking will be light duty asphalt paving with medium duty in the drive isles. Curbs are not included.
14 Existing soils are suitable for the intended use with spread footings and minimal remediation.
15 Site work assumes existing soils and grades are adequate for the building pad and parking area.
16 Existing utilities, telephone, CATV and data services on site are assumed to be adequate for this new work. Utilities
will be connected to the existing services at the mid point of the Senior Center adjacent to the Volley Ball Court.
17 The estimate includes some provisions for storm drainage in the immediate area of the Community Center and
expanded parking area. The requirements for a detention basin, location of the detention basin, piping to the basin,
and required structures are not known and not included.
18 The Community Center structure is assumed to be 8" masonry exterior walls with two cross walls supported by
spread footings. Light gauge roof trusses are utilized with 1.5" metal deck and a nailable substrate for metal roofing.
19 Community Center exterior walls are dampproofed and finished with stucco on metal lath. Stucco is painted with
elastomeric coating and accented with decorative EIFS bands and corbels. See allowance for EIFS trim in estimate.
20 The construction of the Community Center does not include any Fire Barriers between the occupied areas and the
structure. Based on the preliminary evaluation, they are not deemed to be necessary.
21 Ceiling height in the Community Center is assumed to be 9'0 Ceilings are typically 2'x 2' ACT.
22 Cracking at the NE corner of the Welcome Center is addressed with an allowance of $6,000 for localized remedial
piles. The masonry and stucco repairs are repaired in separate line items of the estimate.
24 of 44
Clarifications and Qualifications
City of Winter Springs
Community Center and Wellness Center
23 The existing mansard on the Welcome Center is removed and replaced with metal roofing to match the Senior
Center. Roof system is locally patched.
24 Rubber flooring in the Wellness Center is based on an allowance of $7.00 /sqft. This allowance will purchase a
rubber product, but is not sufficient to purchase a product advertised as a true athletic rubber floor.
25 An allowance of $50,000 is included for exercise equipment in the Wellness Center.
26 Kitchen is removed from the Welcome Center and the equipment is relocated to the new Community Center. A
commercial stove, three compartment sink, disposal, and grease trap were included.
27 A break room is not included in the Welcome Center or the Community Center.
28 Millwork cabinetry is included in the Welcome Center ($1,000) and Community Center ($1,500) through an allowance
carried in the estimate.
29 Roof drainage at Fire Station is provided interior roof drains with outlets at base of exterior walls.
30 HVAC system for the Welcome Center is not changed. Two new 5 ton roof top units are provided. Ductwork is
checked and minor revisions make to a few supply registers.
31 Existing tank toilets and wall mounted lavatories are reused in the Wellness Center. The added toilets and sinks will
match existing.
32 Site lighting is limited to four pole lights for the added parking area.
33 In the Detail Estimate for each area the term N/A is used for not applicable NIC is used for "not in contract Both
these terms indicate this work is not included in the estimated costs for the project.
THIS ESTIMATE EXCLUDES:
34 Premium costs for work done in phases, out of sequence, out of hours,
35 Hazardous material removal and abatement is excluded.
36 Work on the existing Senior Center, parking lots or the site beyond that addressed in these Clarifications and the
Estimate..
37 Permanent site chain link fence is not included.
38 Deep foundations.
39 Unless addressed in the estimate detail, Fixtures, Furniture Equipment are not included.
40 Fire sprinkler system is not included.
41 Construction Contingency
42 Off site work.
43 Permits, development costs, road cut fees, impact fees, utility fees or other costs beyond the direct and indirect
construction cost shown in the estimate.
44 Additional remedial work beyond what is known and addressed in the Report. Design Contingency of 10% is all the
supplemental funds included in the estimate.
45 Natural gas systems and service.
25 of 44
C C S City of Winter Springs Community Center
CONSTRUCTION Winter Springs, FL
COST January 14, 2010
SYSTEMS, INC.
251 Maitland Ave.
Suite 215 CONCEPTUAL PROGRAM
Altamonte Springs, FL 32701
407.869.9774 Tel CONSTRUCTION COST ESTIMATE SUMMARY
407.869.4023 Fax
Cost l Community Cost l Wellness Cost l
Description Sitework SQFT Center SQFT Center SQFT
Standard Foundation $0 so.00 $31,727 $7.73 $6,000 $1.88
Special Foundation $0 so.00 $0 so.00 $0 so.00
Slab on Grade $0 $o.00 $22,583 $5.50 $5,839 $1.82
Basement Excavation $0 so.00 $0 so.00 $0 so.00
Basement Walls $0 $o.00 $0 $o.00 $0 $0.00
Floor Construction $0 so.00 $0 so.00 $0 so.00
Roof Construction $0 saw $71,855 $17.50 $64,258 $20.08
Stair Construction $0 so.00 $0 $o.00 $0 so.00
Exterior Walls $0 saw $99,862 $24.32 $26,530 $8.29
Exterior Doors and Windows $0 so.00 $67,553 $16.45 $8,495 $2.65
Roofing $0 so.00 $160,596 $39.11 $0 $0.00
Partitions and Interior Doors $0 so.00 $63,614 $15.49 $21,928 $6.85
Interior Finishes $0 so.00 $52,903 $12.88 $38,173 $11.93
Specialties $0 so.00 $14,097 $3.43 $4,790 $1.50
Conveying Systems $0 $o.00 $0 so.00 $0 so.00
Plumbing $0 so.00 $23,435 $5.71 $10,720 $3.35
HVAC $0 so.00 $51,838 $12.63
Fire Protection $0 $o.00 $1,965 $0.48
Special Mechanical Systems $0 $0.00 $0 $o.00
Service and Distribution $107,000 $1.64 $28,742 $7.00
Lighting and Power $11,600 $0.18 $36,954 $9.00
Special Electrical Systems $0 so.00 $4,106 $1.00
Fixed and Movable Equipment $0 so.00 $24,150 $0.00 $50,000 $15.63
Furnishings $0 so.00 $3,516 $o.00 $1,400 $0.44
Special Construction $0 $0.00 $0 $o.00 $0 $0.00
Site Preparation $28,010 $0.43 $0 so.00 $16,189 $5.06
Site Improvements $131,338 $2.01 $0 $o.00 $0 $0.00
Site Utilities $75,580 $1.16 $0 $0.00 $0 $0.00
General Conditions, Prof OH (12 $42,423 $0.65 $91,140 $22.20 $38,020 $11.88
Design Contingency (10 $39,595 $0.61 $85,064 $20.72 $35,486 $11.09
Escalation (1.5 $6,533 $o.10 $14,035 $3.42 $5,855 $1.83
Totals $442,080 $949,735 $333,683
Square Foot 65,340 4,106 3,200
Cost SQFT $6.77 $231.30 $104.28
Professional Fees (0 $0 $0 $0
Construction Contingency (0 $0 $0 $0
(Post Bid)
Building Site Cost $442,080 $949,735 $333,683
Total Project Cost $1,391,815 $333,683
26 of 44
C c s
CONSTRUCTION
COST
SYSTEMS, INC.
City of Winter Springs
Objectively
Managing Community Wellness Centers
Building Costs
Winter Springs, FL
January 14, 2010
Sitework
251 Maitland Ave.
Suite 215
Altamonte Springs
FL 32701
407.869.9774 Tel
407.869.4023 Fax
WWW.CCSOS.COM
2 7„f
City of Winter Springs Community Center
Winter Springs, FL
Sitework
FILENAME: 65,340 SF 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative provided by
the Architects at this time
01 FOUNDATIONS $0 $0.00
011 STANDARD FOUNDATIONS $0
012 SPECIAL FOUNDATION CONDITIONS $0
02 SUBSTRUCTURE $0 $0.00
021 SLAB ON GRADE $0
022 BASEMENT EXCAVATION $0
023 BASEMENT WALLS $0
03 SUPERSTRUCTURE $0 $0.00
031 FLOOR CONSTRUCTION $0
032 ROOF CONSTRUCTION $0
033 STAIR CONSTRUCTION $0
04 EXTERIOR CLOSURE $0 $0.00
041- EXTERIOR WALLS $0
042 EXTERIOR DOORS AND WINDOWS $0
05 ROOFING $0 $0 #DIV /0!
06 INTERIOR CONSTRUCTION $0 #DIV /0!
061 PARTITIONS $0
062 INTERIOR FINISHES $0
063 SPECIALTIES $0
07 CONVEYING SYSTEMS $0 $0 $0.00
08 MECHANICAL $0 $0.00
081 PLUMBING $0
082 HVAC $0
083 FIRE PROTECTION $0
084 SPECIAL MECHANICAL SYSTEMS $0
09 ELECTRICAL $118,600 $1.82
091 SERVICE AND DISTRIBUTION $107,000
092 LIGHTING AND POWER $11,600
10 GENERAL CONDITIONS PROFIT BOND 12.00% $42,423 $42,423 $0.65
11 EQUIPMENT $0 $0.00
111 FIXED AND MOVEABLE EQUIPMENT $0
112 FURNISHINGS $0
113 SPECIAL CONSTRUCTION $0
SUB TOTAL $161,023 #DIV /0!
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
P Nf af2f4?3
City of Winter Springs Community Center
Winter Springs, FL
Sitework
FILENAME: 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative provided by
the Architects at this time
12 SITE WORK $234,928 $3.60
121 SITE PREPARATION $28,010
122 SITE IMPROVEMENTS $131,338
123 SITE UTILITIES $75,580
13 CONTINGENCIES $46,128 $0.71
131 DESIGN 10% $39,595
132 ESCALATION MID POINT OF 1.50% $6,533
CONSTRUCTION, MONTH, YEAR
133 CONSTRUCTION Post Bid During Construction. See Summary Breakdown
GRAND TOTAL $442,080 $6.77
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
PaQ3
City of Winter Springs Community Center
Winter Springs, FL
Sitework
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
09 ELECTRICAL (ALLOWANCE)
091 SERVICE DISTRIBUTION $107,000
SERVICE AND DISTRIBUTION ALLOWANCE 65,340 SQFT $0.00
Electrical Ductbank Primary Service 400 LNFT $115.00 $46,000.00
Site Lighting Power Feed Direct Bury 700 LNFT $30.00 $21,000.00
Tel -com /Data Ductbank 400 LNFT $100.00 $40,000.00
092 LIGHTING POWER $11,600
LIGHTING AND POWER ALLOWANCE 65,340 SQFT
Site Lighting 25' Pole and Base 4 EA $2,400.00 $9,600.00
Building Lighting 1 LS $2,000.00 $2,000.00
SUB TOTAL $118,600
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue /SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Ple or3
City of Winter Springs Community Center
Winter Springs, FL
Sitework
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
12 SITEWORK (ALLOWANCEZ
121 SITE PREPARATION $28,010
Demolition of Pavement Sidewalks 1,000 SF $0.50 $500
Demolition Underground Piping 1 LS $1,500.00 $1,500
Demolition Basket Ball Court 1 LS $1,600.00 $1,600
Clear Grubb Site 1.50 Acre $1,800.00 $2,700
Mass Excavation Grading Building Parking Only 2,420 CY $8.00 $19,360
Erosion Control Fence 1,000 LF $2.35 $2,350
122 SITE IMPROVEMENTS $131,338
Patch Asphalt at Utility Cuts 400 SF $5.00 $2,000
Asphalt Paving (combination Heavy /Light Duty) 28,000 SF $2.67 $74,667
Wheel Stops HC only, Precast 6" x 10" x 6' -0" w/ dowels 8 EA $75.00 $600
Parking Stall Handicapped Striping Including Signage and
Steel Post 8 EA $325.00 $2,600
Parking Stall Striping 70 EA $10.85 $760
Building Way Finding Signage 1 LS $1,200.00 $1,200
Curb Gutter N/A Paving Drains to sides 500 LNFT $14.00 $7,000
Concrete Sidewalk 5' wide 2,000 SF $3.95 $7,900
Concrete Patio 600 SF $3.95 $2,370
Bahia Grass Common Areas 25,440 SF $0.55 $13,992
Irrigation 5,000 SF $1.15 $5,750
Landscaping Allowance Trees, Shrubs, Mulch 5,000 sf $2.50 $12,500
123 SITE UTILITIES $75,580
CMP Storm Drain Piping Limited to Parking /Building 400 LF $55.00 $22,000
Concrete Intake Structure 4 EA $550.00 $2,200
Storm Drain Tie -in to City System at Site PL 2 EA $1,000.00 $2,000
Manhole 8' Ave 2 EA $3,000.00 $6,000
Catch Basin 3' x 3' 4 EA $550.00 $2,200
Storm Detention Basin Piping to Unknown Location NIC
Outflow Structures, Rip -Rap NIC
Water Service Community Ctr 300 LF $27.00 $8,100
Water Service Welcome Ctr 40 LF $27.00 $1,080
Water Service Tie -in Existing Valves 1 EA $750.00 $750
Fire Service to Hydrant Adjacent to Community Ctr 300 LF $38.00 $11,400
Fire Hydrant 1 EA $1,700.00 $1,700
Sanitary Service Community Center 300 LF $38.00 $11,400
Sanitary Service Tie -in 1 EA $750.00 $750
Sanitary Manhole 2 EA $3,000.00 $6,000
Natural Gas N/A NIC
TOTAL BEFORE MARK -UPS $353,528
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL, (407) 869 9774
Par y 423
ccs
CONSTRUCTION
COST
SYSTEMS, INC.
City of Winter Springs
Objectively
Managing Community Wellness Centers
Building Costs
Winter Springs, FL
January 14, 2010
Community Center
251 Maitland Ave.
Suite 215
Altamonte Springs
FL 32701
407.869.9774 Tel
407.869.4023 Fax
WWW.CCSOS.COM
oz OT 44
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 4,106 SF 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative
provided by the Architects at this time
01 FOUNDATIONS $31,727 $7.73
011 STANDARD FOUNDATIONS $31,727
012 SPECIAL FOUNDATION CONDITIONS $0
02 SUBSTRUCTURE $22,583 $5.50
021 SLAB ON GRADE $22,583
022 BASEMENT EXCAVATION $0
023 BASEMENT WALLS $0
03 SUPERSTRUCTURE $71,855 $17.50
031 FLOOR CONSTRUCTION $0
032 ROOF CONSTRUCTION $71,855
033 STAIR CONSTRUCTION $0
04 EXTERIOR CLOSURE $167,415 $40.77
041- EXTERIOR WALLS $99,862
042 EXTERIOR DOORS AND WINDOWS $67,553
05 ROOFING $160,596 $160,596 $39.11
06 INTERIOR CONSTRUCTION $130,614 $31.81
061 PARTITIONS $63,614
062 INTERIOR FINISHES $52,903
063 SPECIALTIES $14,097
07 CONVEYING SYSTEMS $0 $0 $0.00
08 MECHANICAL $77,239 $18.81
081 PLUMBING $23,435
082 HVAC $51,838
083 FIRE PROTECTION $1,965
084 SPECIAL MECHANICAL SYSTEMS $0
09 ELECTRICAL $69,802 $17.00
091 SERVICE AND DISTRIBUTION $28,742
092 LIGHTING AND POWER $36,954
093 SPECIAL ELECTRICAL SYSTEMS $4,106
10 GENERAL CONDITIONS PROFIT BOND 12% $91,140 $91,140 $22.20
11 EQUIPMENT $27,666 $6.74
111 FIXED AND MOVEABLE EQUIPMENT $24,150
112 FURNISHINGS $3,516
113 SPECIAL CONSTRUCTION $0
SUB TOTAL $850,636 $207.17
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
Pan 423
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative
provided by the Architects at this time
12 SITE WORK $0 $0.00
121 SITE PREPARATION $0
122 SITE IMPROVEMENTS $0
123 SITE UTILITIES $0
13 CONTINGENCIES $99,099 $24.14
131 DESIGN 10% $85,064
132 ESCALATION MID POINT OF 1.50% $14,035
CONSTRUCTION, MONTH, YEAR
133 CONSTRUCTION Post Bid During Construction. See Summary Breakdown
GRAND TOTAL $949,735 $231.30
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
Pan 4123
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
01 FOUNDATIONS
011 STANDARD FOUNDATIONS $31,727
$0
Turn Down Edge Perimeter Slab 6" x18" 366 LF $10.00 $3,660
Strip Footing for Masonry Wall 60" x18" 366 LF $68.68 $25,137
Spread Footings Exterior Columns 4 x 4 1.25 4 EA $732.59 $2,930
$0
02- SUBSTRUCTURE
021- SLAB ON GRADE $22,583
Slab on Grade, Mesh Reinforced, 4" thick w/ 4" Stone
Base Vapor Barrier 4,106 SF $5.50 $22,583
$0
03 SUPERSTRUCTURE (ALLOWANCE)
031- FLOOR STRUCTURE $0
$0
$0
032- ROOF STRUCTURE $71,855
Light Gauge Trusses 5,133 SF $14.00 $71,855
033- STAIR CONSTRUCTION $0
04- EXTERIOR CLOSURE (ALLOWANCE)
041- EXTERIOR WALLS $99,862
Masonry Walls 8" with Reinf 16" OC EW 12' Ht. 3,672 SF $10.50 $38,556
Masonry Columns 24" x 24" 8" with Reinf 16" OC EW 257 SF $12.00 $3,087 4 each
Dampproofing on CMU 3,672 SF $0.70 $2,570
Stucco on Lath over CMU 11' Ht 3,602 SF $8.00 $28,815
EIFS Trim (Sill, bands, coping) 3,602 SF $2.00 $7,204
Elastomeric Coating on Stucco 3,602 SF $1.35 $4,862
Sealants Caulking 3,602 SF $0.35 $1,261
Rigid Insulation at Exterior Wall 3,602 SF $1.40 $5,043
Interior Walls 7/8 Z Furring with 1 layer 5/8" on CMU 3,602 SF $2.35 $8,464
042- EXTERIOR DOORS WINDOWS $67,553
Exterior Single HM GaIv 3'0 x 7'0 with Hardware Painted 3 EA $1,410.00 $4,230
Alum Doors 6'0 x 7'0 with Hardware 1 Pair $3,600.00 $3,600
Storefront Window Wall 86 SF $45.00 $3,870
Punched Alum Windows 3'0 x 4'0 15% Wall Area 504 SF $55.00 $27,720
Punched Louvers 1 LS $500.00 $500
Shading Devices over Windows LEED 225 LF $100.00 $22,500
Misc Metals 4,106 SF $1.25 $5,133
05 ROOFING (ALLOWANCE) $160,596
1 -1/2" Metal Deck 5,902 SF $1.85 $10,919
Nailable Substrate 5,902 EA $6.50 $38,365
Metal Roofing 5,902 LF $15.00 $88,536
Batt Insulation 5,902 SF $1.25 $7,378
Soffits 5,133 SF $3.00 $15,398
SUB TOTAL $454,176
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Page 4423
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
061- INTERIOR PARTITIONS DOORS (ALLOWANCE) $63,614
Interior Walls CMU 2 cross walls 11' Ht. 907 SF $10.50 $9,526
Interior Walls 7/8 Z Furring with 1 layers 5/8" on CMU 1,814 SF $2.35 $4,264
Interior Walls 3 -5/8 Lt Ga with 2 layers 5/8" 4,140 SF $4.85 $20,079
Interior Walls 2 HR 3 -5/8 Lt Ga w/ 2 layers EF 5/8" 360 SF $6.85 $2,466
Interior Pair HM 6'0 x 7'0 with Hardware Painted 3 EA $2,350.00 $7,050
Single Wood Door w/ Frame Hardware, 3' -0" x 7' -0" 13 EA $1,150.00 $14,950
Panic Hardware 5 EA $500.00 $2,500
HM Windows Interior 20 SF $35.00 $700
View Window Allowance 1 LS $800.00 $800
Overhead Colling Shutter 5 -0" high x 8' -0" wide 1 EA $1,280.00 $1,280 Manual
062- INTERIOR FINISHES (ALLOWANCE) $52,903
Wall Paint Latex 12,450 SF $0.50 $6,225
Wall Tile 6' Ht. 960 SF $10.00 $9,600
VCT Floor 440 SF $1.85 $814
Carpet 3,246 SF $4.00 $12,984
Sealed Concrete Floor 120 SF $1.00 $120
Mosaic Tile Floor Toilets 300 SF $13.00 $3,900
Vinyl Base 988 LF $1.25 $1,235
Ceramic Tile Base 173 LF $9.50 $1,639
2x2 ACT 3,546 SF $2.85 $10,106
Gypsum Board Ceiling Toilets Lobby 560 SF $6.00 $3,360
Paint Exposed Drywall Ceiling 560 SF $0.75 $420
Millwork Allowance (Cabinets, Trim Etc) 1 LS $2,500.00 $2,500
063- SPECIALTIES (ALLOWANCE) $14,097
Toilets 3 Toilets /3 Sinks 2 EA $2,600.00 $5,200
Fire Extinguishers 2 EA $185.00 $370
Tackboards, Marker Boards, Misc Splecialities 1 LS $7,500.00 $7,500
Building Signage Interior 4,106 SF $0.25 $1,027
Breakroom Laundry Residential Appliances NIC
07 CONVEYING SYSTEMS NIC $0
NIC
SUB TOTAL $584,790
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Pagel g. $423
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
08 MECHANICAL (ALLOWANCE)
081 PLUMBING $23,435
Fixtures Equipment 4,106 SF $5.00 $20,530
Water Closet 5 above
Urinal 1 above
Lavatory Vanity Top Mount 6 above
Mop Basin 1 above
Elec Water Cooler Double Bowl 1 above
Kitchen Small Commerical 200 SF above
Hose Bibbs, Floor Drains, Etc Allow 2 above
Grease Trap 1 EA $2,700.00 $2,700
Water Heating Circulation 4,106 SF above
Accessories Misc 4,106 SF above
Hook -up Kitchen Equipment 0 SF above
General Conditions
Test, Disinfect, Misc General Conditions 1 LS $205.30 $205
082 HVAC $51,838
Equipment 4,106 SF $12.50 $51,325
Pumps, HW CHW above
Air Handling Equipment above
Elevator Machine Room Cooling Unit above
Toilet Exhaust Fan above
Perimeter FTR above
Misc Heat Vent above
Accessories Misc above
Air Distribution above
Automatic Temperature Controls above
Test Balance above
Hook -up Kitchen Equipment above
General Conditions
Commission, Warranty, Rigging 1 LS $513.25 $513
083 FIRE PROTECTION $1,965
Wet Sprinkler System Not Required with Non Combustible Const. $0 NIC
Kitchen Hood Fire Suppression 6' x 5' 1 LS $1,965.00 $1,965
SUB TOTAL $662,029
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
Part 423
City of Winter Springs Community Center
Winter Springs, FL
Community Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
09 ELECTRICAL (ALLOWANCE)
091 SERVICE DISTRIBUTION $28,742
SERVICE AND DISTRIBUTION ALLOWANCE
Distribution panels 4,106 SQFT $4.00 $16,424
Panelboard 400amp 120/208V 3 phase 4,106 SQFT above
Disconnect sws 4,106 SQFT above
Mechanical equipment feeders /connections 4,106 SQFT $3.00 $12,318
092 LIGHTING POWER $36,954
LIGHTING AND POWER ALLOWANCE
Interior Lighting 4,106 SQFT $5.00 $20,530
Devices 4,106 SQFT $2.00 $8,212
Special receptacles NIC
Lighting controls 4,106 SQFT $2.00 $8,212
093 SPECIAL SYSTEMS $4,106
SPECIAL ELECTRICAL ALLOWANCE
Fire Alarm System allowance NIC
Tel -Com /Data with structured wiring- n/a NIC
Lightning Protection 4,106 SQFT $1.00 $4,106
Security n/a NIC
NIC
111 FIXED MOVABLE EQUIPMENT $24,150
Move Install Existing Kitchen Equip Ref, Ice Maker 1 LS $1,000.00 $1,000
New Commerical Stove /Oven 1 LS $12,000.00 $12,000
New 3 Compartment Sink 1 LS $4,000.00 $4,000
New Disposal 1 LS $1,800.00 $1,800
New Kitchen Hood 5' x 6' 1 LS $2,850.00 $2,850
New Kitchen Accessories Allowance 1 LS $2,500.00 $2,500
112 FURNISHINGS $3,516
Window Treatment 504 SF $4.00 $2,016
Shelving 1 LS $1,500.00 $1,500
SUB TOTAL $759,497
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Pang $423
ccs
CONSTRUCTION
COST
SYSTEMS, INC.
City of Winter Springs
Objectively
Managing Community Wellness Centers
Building Costs
Winter Springs, FL
January 14, 2010
Wellness Center
251 Maitland Ave.
Suite 215
Altamonte Springs
FL 32701
407.869.9774 Tel
407.869.4023 Fax
WWW.CCSOS.COM
i OT 44
City of Winter Springs Community Center
Winter Springs, FL
Wellness Center
FILENAME: 3,200 SF 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative provided by
the Architects at this time
01 FOUNDATIONS $6,000 $1.88
011 STANDARD FOUNDATIONS $6,000
012 SPECIAL FOUNDATION CONDITIONS $0
02 SUBSTRUCTURE $5,839 $1.82
021 SLAB ON GRADE $5,839
022 BASEMENT EXCAVATION $0
023 BASEMENT WALLS $0
03 SUPERSTRUCTURE $64,258 $20.08
031 FLOOR CONSTRUCTION $0
032 ROOF CONSTRUCTION $64,258
033 STAIR CONSTRUCTION $0
04 EXTERIOR CLOSURE $35,025 $10.95
041- EXTERIOR WALLS $26,530
042 EXTERIOR DOORS AND WINDOWS $8,495
05 ROOFING $0 $0 $0.00
06 INTERIOR CONSTRUCTION $64,891 $20.28
061 PARTITIONS $21,928
062 INTERIOR FINISHES $38,173
063 SPECIALTIES $4,790
07 CONVEYING SYSTEMS $0 $0 $0.00
08 MECHANICAL $22,620 $7.07
081 PLUMBING $10,720
082 HVAC $11,900
083 FIRE PROTECTION $0
084 SPECIAL MECHANICAL SYSTEMS $0
09 ELECTRICAL $50,616 $15.82
091 SERVICE AND DISTRIBUTION $16,216
092 LIGHTING AND POWER $22,400
093 SPECIAL ELECTRICAL SYSTEMS $12,000
10 GENERAL CONDITIONS PROFIT BOND 12% $38,020 $38,020 $11.88
11 EQUIPMENT $51,400 $16.06
111 FIXED AND MOVEABLE EQUIPMENT $50,000
112 FURNISHINGS $1,400
SUB TOTAL $338,668 $105.83
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Pa$® 4h23
City of Winter Springs Community Center
Winter Springs, FL
Wellness Center
FILENAME: 1/14/2010
DESCRIPTION ITEM SUB TOTAL SUB TOTAL COST SF
Note: This estimate assumes Current Market conditions and is based on drawings and narrative provided by
the Architects at this time
12 SITE WORK $16,189 $5.06
121 SITE PREPARATION $16,189
122 SITE IMPROVEMENTS $0
123 SITE UTILITIES $0
13 CONTINGENCIES $41,341 $12.92
131 DESIGN 10% $35,486
132 ESCALATION MID POINT OF 1.50% $5,855
CONSTRUCTION, MONTH, YEAR
133 CONSTRUCTION Post Bid During Construction. See Summary Breakdown
GRAND TOTAL $396,198 $123.81
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL (407) 869 9774
Pa4rt $423
City of Winter Springs Community Center
Winter Springs, FL
Wellness Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
01 FOUNDATIONS (ALLOWANCE)
011- STANDARD FOUNDATIONS $6,000
Add Support to NE Corner of Building 1 Allow $6,000.00 $6,000
02- SUBSTRUCTURE
021- SLAB ON GRADE $5,839
Patch Slab on Grade at Plumbing Line Work 865 SF $6.75 $5,839
03 SUPERSTRUCTURE (ALLOWANCE)
032- ROOF STRUCTURE $64,258
Roof Patching for Mansard Removal Replacement 633 SF $2.00 $1,265
Light Gauge Framing /Deck for Revised Mansard 1,676 SF $9.00 $15,088
Metal Roofing on Revised Mansard 1,676 SF $16.00 $26,822
Metal Deck Run Horiz Roof Side Mansard Framing 920 SF $16.00 $14,720
Vented Metal Soffit Framing for Mansard 633 SF $6.00 $3,795
Gutters /Downspouts 214 LF $12.00 $2,568
04- EXTERIOR CLOSURE (ALLOWANCE)
041- EXTERIOR WALLS $26,530
Repair Stucco at NE Corner New Pipe Penetrations 400 SF $14.00 $5,600
Insulation at Roof Spray Foam 3,200 SF $3.00 $9,600
New Coating /Paint on Exterior Wall 2,300 SF $0.85 $1,955
Damproofing at CMU /Brick SF $0 NIC
Sealants Caulking 1 LS $750.00 $750
Batt Insulation at Exterior Wall 2,300 SF $0.80 $1,840
Exterior Wall 3 5/8 Stud Framing, 5/8 Drywall 10' Ht. 2,300 SF $2.95 $6,785
042 EXTERIOR DOORS WINDOWS $8,495
Exterior Pair HM Galv 6'0 x 7'0 View Lights, Hdw Paint 1 EA $2,475.00 $2,475
Exterior Single HM Galv 3'0 x 7'0, Hdw, Paint 2 EA $1,410.00 $2,820
Automatic Door Operator 1 EA $3,200.00 $3,200
061 INTERIOR PARTITIONS DOORS (ALLOWANCE) $21,928
Interior Doors
Pair 6'0 x 7'0 HM Frame, Birch Factory Finish, Hdw 1 EA $1,775.00 $1,775
Single 3'0 x 7'0 HM Frame, Birch Factory Finish, Hdw 8 EA $1,185.00 $9,480
Allowance to ReCondition Existing Doors to Remain 1 LS $1,000.00 $1,000
New /Rework Drywall Partions Allowance 1,350 SF $4.85 $6,548
New /Rework Drywall Ceiling /Bulkheads Allowance 500 SF $6.25 $3,125
062 INTERIOR FINISHES (ALLOWANCE) $38,173
Ceramic Wall Tile in Toilets 6' Wainscot 552 SF $9.00 $4,968
Ceramic Tile Toilet Floors 240 SF $9.00 $2,160
Rubber Flooring 2,400 SF $7.00 $16,800
Carpet in Offices 360 SF $4.25 $1,530
Storage Maintenance VCT with Rubber Base 200 SF $2.25 $450
SUB TOTAL $171,222
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Pan i 41123
City of Winter Springs Community Center
Winter Springs, FL
Wellness Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
062 INTERIOR FINISHES (ALLOWANCE) continued
2x2 Lay -in Ceiling New 2,500 SF $2.45 $6,125
Paint Interior Walls Bulkheads 3,200 SF $1.45 $4,640
Exposed Ceiling in Storage Areas No Finish 200 SF $0.00 $0 NIC
Millwork Allowance finishes, cabinets, etc. 1 LS $1,500.00 $1,500
063 SPECIALTIES (ALLOWANCE) continued $4,790
Toilets Accessories Partitions- 2 EA $1,600.00 $3,200
Janitor Room 1 EA $100.00 $100
Fire Extinquishers,with Cabinet 2 EA $245.00 $490
Tackboards, Marker Boards, Misc Specialities 1 LS $1,000.00 $1,000
Building Signage Interior 0 SF $0.25 $0
Breakroom Residential Appliances NIC
Lockers NIC
08 MECHANICAL
081 PLUMBING 3,200 SF $2.75 $8,800 $10,720
Replace Old Water System
Water System Rework Connections Existing
Remove Store Existing Wall Mount Sink Toilets 4 EA $45.00 $180
Reinstall Existing Wall Mount Sinks Toilets 4 EA $85.00 $340
New Wall Mount Sink 2 EA $315.00 $630
New Tank Toilet 2 EA $385.00 $770
Storm Water Gutters Used for Roof Drainage. NIC
082 HVAC 3,200 $11,900
Remove Existing Roof Top AHU 2 EA $350.00 $700
Replace Roof Top AHU 5 Ton 2 EA $2,400.00 $4,800
Rework Add Fiber Ducts Allowance 3,200 SF $2.00 $6,400
Controls $0 NIC
083 FIRE PROTECTION $0
Wet Sprinkler System NIC
09 ELECTRICAL
091 SERVICE DISTRIBUTION $16,216
Remove Existing Electrical Panel 1 EA $350.00 $350
Replace Existing Electrical Panel 1 EA $1,850.00 $1,850
Remove Existing Conduit Wiring 3,200 SQFT $0.60 $1,920
Replace Conduit Wiring 3,200 SQFT $1.40 $4,480
Distribution panels Upgarde for Code 3,200 SQFT $0.25 $800
Disconnect Sws Upgrade for Code 3,200 SQFT $0.13 $416
Mechanical equipment feeders /connections 3,200 SQFT $2.00 $6,400
092 LIGHTING POWER $22,400
LIGHTING AND POWER ALLOWANCE
Interior Lighting 3,200 SQFT $5.00 $16,000
Devices 3,200 SQFT $2.00 $6,400
Special receptacles NIC
Lighting controls 3,200 SQFT $2.00 $6,400
SUB TOTAL $237,248
CONSTRUCTION COST SYSTEMS, INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL: (407) 869 9774
Pails 23
City of Winter Springs Community Center
Winter Springs, FL
Wellness Center
FILENAME: 1/14/2010
SECTION
DESCRIPTION QUANTITIES UNIT SUB TOTAL TOTAL
093 SPECIAL SYSTEMS $12,000
SPECIAL ELECTRICAL ALLOWANCE 3,200 SQFT $1.25 $4,000
Fire Alarm System Above
Tel -Com /Data with structured wiring Above
Lightning Protection 3,200 SQFT $0.50 $1,600
Security NIC
AN Rework of Existing 3,200 SQFT $2.00 $6,400
111 FIXED MOVABLE EQUIPMENT $50,000
Gym Equipment Allowance 1 LS $50,000.00 $50,000
112 FURNISHINGS $1,400
Window Treatment 1 LS $400.00 $400
Shelving 1 LS $1,000.00 $1,000
121 SITE PREPARATION $16,189
Interior Demolition
Remove Store Onsite Kitchen Equipment 1 LS $700.00 $700
Remove Flooring 2,900 SF $0.70 $2,030
Remove Tile Restroom Wall Floor 660 SF $1.50 $990
Remove Tile Kitchen Wall 288 SF $1.50 $432
Remove Toilet Partitions Accessories 4 EA $75.00 $300
Remove Obstructions Extr Wall for New Insul Drywall 2,160 SF $0.55 $1,188
Remove Store Ceiling Tile for Reinstall 3,200 SF $0.50 $1,600
Saw Cut SOG for New Plumbing Lines 260 LF $4.00 $1,040
Remove SOG for New Plumbing Lines 650 SF $1.25 $813
Remove Exterior Door Frame for ADA Replacement 2 EA $200.00 $400
Remove Interior Doors Frames for ADA Replace 8 EA $50.00 $400
Misc Selective Interior Demolition 3,200 SF $0.50 $1,600
Remove Mansard at Perimeter 1,323 SF $1.85 $2,447
Dumpsters for Demolition 5 EA $450.00 $2,250
TOTAL BEFORE MARK -UPS $316,837
CONSTRUCTION COST SYSTEMS. INC 251 Maitland Avenue SUITE 215 Altamonte Springs FL 32701 TEL. (407) 869 9774
Pad 4423