Attachment 8 - James Madison Park Shelter Building.pdf

James Madison Park Shelter Building Condition Assessment & Study

Aerial View – James Madison Park & Shelter

Date: October 21, 2013

Prepared For:

Michael Sturm, ASLA, LEED AP Landscape Architect/Project Manager City of Madison Parks Division City-County Building, Suite 104 210 Martin Luther King Jr. Blvd Madison, WI 53703

(608) 267-4921

Prepared By:

Melissa Destree, AIA, IIDA Destree Design Architects, Inc.

Michael Hein, PE Hein Engineering Group Mark Lindloff, PE MP-Squared Structural Engineers, LLC

Attachment 8

222 W. Washington Ave #310, Madison, WI 53703 608.268.1499 www.destreearchitects.com

Table of Contents

Building Condition Assessment & Study

James Madison Park is one of the most highly used urban parks in the City of Madison System.

Destree Design Architects, Hein Engineering Group and MP-Squared Structural Engineers were asked by the City Parks Division to evaluate the condition of the existing park shelter and evaluate maintenance and renovation options. All concept drawings and estimates for probable cost are intended for discuss purposes only and are not intended to reflect any approved project.

Mechanical/Electrical Evaluation 11

Structural Systems Evaluation 14

Building Condition Summary 19

Goals & Recommendations:

Overview 20

Option A 21 Cost Estimate 22 Concrete Repair Detail 24

Option B 25 Cost Estimate 26

Option C 29 Cost Estimate 30

Building Condition 3 Existing Shelter Plan 9 Existing Roof Terrace Plan 10

Building Condition Assessment James Madison Park Shelter – City of Madison Madison, WI October 16, 2013

Designed by Kenton Peters and Associates in 1978, this concrete building is architecturally interesting, reflecting the height of the Brutalist design philosophy. The structure is in good condition; however the building is significantly underutilized. It is currently advertised with a capacity of 60 persons. The following are observations and code analysis of the existing structure.

Sense of Place:

Lakeside: The park shelter has excellent lake presence and potential views of Lake Mendota; the downside of the shelter orientation is how the building is nestled into the land with limited visibility from the street.

This orientation makes it difficult for the community to be aware of this amenity. The concrete patio is limited in depth and abruptly ends at the asphalt service drive.

Roof Terrace: The roof area is wonderfully planted with a single picnic table. The roof garden is well integrated into the streetscape; unfortunately it is so well done, it is not apparent that you are on the actual shelter roof.

Shelter Front

Roof Terrace looking west toward Lake Mendota

Roof Terrace looking southwest

Landscaping: The roof terrace planting beds are maintained by a volunteer neighborhood group. On the lake side, the landscape is limited to a simple lawn.

Transportation: Excellent Bus and Bike routes. Vehicle parking is limited to street parking.

Entry: The existing brown wood entry does not welcome the community. It is dark and visually heavy. The solid wall raises concerns of visibility and security. The wood entry does not accentuate the floating curved forms of the primary structure.

Northern Stair Access toward Lake Mendota Shoreline

Lakeside Entry to Shelter

Activity Room: The space is expansive, constructed primarily of exposed architectural concrete, concrete masonry walls and concrete floors. Acoustics are a challenge and lighting glare, performance and efficiency needs improvement. The solid wood entry wall with slot windows eliminates any lake views from this interior gathering area.

Skylight: The skylight appears to have a couple areas of cracked glass, but is in good condition. A leak at the concrete seam below the skylight was repaired 3+ years ago.

Interior of Activity Room looking toward the lake

Activity Room with skylight above

Interior Skylight illuminates space Top of Skylight at Roof Terrace with planting bed

Concessions: This area has two hose bibbs and a coiling door for vendor sales and/or a serving area for shelter patrons. There is a single door to the lake side and no visual connection to the exterior. Currently this space is used for miscellaneous storage and outdoor furniture.

Storage: This small room was constructed with a temporary wood partition for a former vendor. It is currently used for life guard storage.

Mechanical: There are two small mechanical rooms that will accommodate basic upgrades. The northeast mechanical room is used for janitor storage and has an abandoned furnace. The southwest mechanical room has lockers for life guards, water line and meter. There is no service sink or janitor sink in the building.

Activity Room looking toward Concessions

Activity Room with garage door on lakeside and added storage room Interior of Storage Room

Interior of Concessions room – used as storage

Southwest Mechanical Northeast Mechanical

Toilet Rooms: The current toilet rooms and outdoor showers are well-used and provide only cold water.

They require maintenance and need ADA Accessibility upgrades.

Accessibility:

Existing Women’s Toilet Outdoor Shower

Existing men’s Urinal Existing men’s Sink

Preliminary Code Assessment:

Zoning: PR – Special District – Park & Recreation District

Occupancy: (303 IBC) A-3, Assembly (Community Hall)

Construction Type (601 IBC): IIIB non-sprinkled, masonry exterior shell

Building Square Footage: Main Occupied Level = 2500 SF +/-

Max Occupancy: Main Activity Room = 1495sf Flexible Seating/Tables (15sf/person) = 99 person Standing only (5sf/person) = 299 persons

Fire Protection:

There is no existing fire sprinkler system, fire alarm system or publically accessible fire extinguisher.

Existing Plumbing Fixture Count:

Women’s One (1) Toilet

One (1) lavatory One (1) Outdoor shower

Men’s One (1) Toilet One (1) Urinal One (1) lavatory One (1) Outdoor shower

Drinking Fountain (1) Service Sink (0)

Accessibility:

As the shelter has been updated and maintained over the years, accessibility improvements have been performed related to that work. Original conditions still exist that will require accessibility improvements per ICC/ANSI A117.1-2003. The following identifies those areas:

Path of Entry/Egress Accessible (meets minimum ADA code):

Modified concrete ramps were installed at the original shelter steps that do meet minimum ADA guidelines

The roof terrace is accessible via the public sidewalk Non-Accessible

Doors to toilet rooms do not have the required 18” pull side

Doors Accessible (meets minimum ADA code):

All Doors are 36” wide

Entry Doors have simple pull/push hardware, no ADA operators Non-Accessible

Interior doors all have knob style hardware, which is not accessible

Doors to Toilet rooms do not have the required 18” pull side.

Plumbing Fixtures & Accessories Accessible (meets minimum ADA code):

Drinking Fountain is mounted at 34”a.f.f. with an 18” extension and 27” high knee space Non-Accessible

Toilet fixtures and flush control will require upgrade to meet ADA accessibility

Add 18” grab bar at toilets

Urinal flush control will require upgrade to meet ADA accessibility

Sinks need off-set drains to meet clearance

Current paper towel dispensers do not meet ADA clearances or reach requirements

ACTIVITY AREA

CONCESSIONS

PASSAGE

MEN'S

TOILET

MECHINCAL

MEN'S

SHOWER

WOMEN'S

TOILET

WOMEN'S

SHOWER

MECHINCAL

OUTLINE OF

SKYLIGHT

ABOVE

STORAGE

ADA

EWC

DOWN

RAMP

PATIO

DOW

N

RAMP

DOWN

DOWN

JAMES MADISON PARK SHELTER

LOWER LEVEL EXISTING PLANSeptember 10, 2013

32'16'8'0'

1/16" = 1'-0"

GARDEN

BED

OPEN

OPEN

SKYLIGHT

GARDEN

BED

DOWN

DO

W

N

DO

W

N

TERRACE

TERRACE

GARDEN

BED

GARDEN

BED

GARDEN

BED

JAMES MADISON PARK SHELTER

ROOF PLANSeptember 10, 2013

32'16'8'0'

1/16" = 1'-0"

CONDITIONS ASSESSMENT

JAMES MADISON PARK SHELTER

MADISON, WISCONSIN

INTRODUCTION

MP-Squared Structural Engineers, LLC (mp) was retained by Destree Design Architects to provide a structural observation of the existing James Madison Park Shelter owned by the City of Madison. This on-site observation is step one of a four step process towards facilitating the renovation of the shelter.

Existing construction drawings were provided by Mr. Tyler Smith (Destree Design

Architects) and were used to field verify the “as-built conditions”.

The existing structure was reportedly built circa 1978 and is composed of an upper and lower level. The lower level contains an activity area, concessions, bathrooms, showers, and mechanical space. The upper level is an open air garden and terrace (Photo 1).

BUILDING STRUCTURAL SYSTEMS

Based on field observations and construction drawings, the structural framing of the park shelter consists of an elevated conventionally reinforced 10” concrete flat mat slab supported on a combination of concrete columns and foundation walls. The lower level consists of 5” concrete slab on grade. The foundation system is typical concrete spread footings and strip footings bearing directly on granular fill (bearing capacity = 4,000 psf).

The lower level space is set back along the front of the building creating a cantilevered elevated concrete slab condition above. The edge of the cantilever contains a concrete wall that extends both above and below and is attached with #4 reinforcing dowels at 2’-

0” on center.

NOTABLE OBSERVATIONS & FINDINGS

A couple notable structural concerns regarding the existing conditions were made.

Concrete is spalling off the bottom of the elevated concrete wall at the front entrance of the building (Photo 4). The open air terrace has a skylight along the back of the building that appears to have an active or recent leak allowing moisture penetration (Photos 2, 3).

The planter gardens located on top of the slab appear to have a soil depth of around 2’-0”.

The structural drawings show these planters filled with soil to that depth and this load is very likely considered dead load in the original structural design. (Photos 5, 6). The structural drawings indicate the design live load of the public access areas of the elevated concrete slab is 100 psf. This live load would meet the current code requirements for uses such as dance halls, ballrooms or other places of assembly.

RECOMMENDATIONS

In general, the Park Shelter building is in very good condition. (mp) recommends the spalling concrete be addressed to avoid possible injury from falling debris. The moisture penetration at the skylight should be addressed by repairing the leaks. (mp) also would recommend a detailed analysis of the flat mat slab be performed if the proposed renovation were to increase the current slab design loads.

SUMMARY

The park shelter building observed needs a few maintenance items addressed but overall, the building is in very good structural condition. The most critical repair is to address the spalling and loose concrete along the bottom of the front entrance beam since this is a potential safety issue.

LIMITATIONS:

Our observations were limited to a hands reach evaluation. Some damage, deterioration and decay may be hidden.

A rigorous structural analysis of the entire structure is beyond the scope of our current directive and has not been performed.

Photo 1 - Front of Park Shelter

Photo 2 - Lower Level with Skylight

Photo 3 - Moisture Penetration

Photo 4 - Concrete Spalling

Photo 5 - Terrace Level Garden

Photo 6 - Terrace Level Garden

Building Condition Summary:

The Building is in good condition with a need for multiple levels of upgrades. The team will recommend approaches, scope of work and phases to address the identified challenges:

ADA accessibility (Americans with Disabilities Act)

Plumbing fixture maintenance and upgrades

Improved visibility – interior and exterior

Aesthetics o Address the heavy fascia line o Address the wood entry wall

Security, life safety and fire protection

Upgrade lighting – interior and exterior

Improve interior acoustics

Determine need for functional heating system

Exhaust system

General maintenance o skylight glazing repair o spalling concrete

Please refer to the Goals & Recommendations portion of the study for goals, programing information as well as additional recommendations.

Existing roof terrace

Goals and Recommendations-Overview:

Destree Design Architects, Hein Engineering Group and representatives of the City of Madison Parks Division met and developed the following initial goals and recommendations to begin the process maximizing the potential for the existing park shelter.

Goals:

Provide life safety, building and accessibility code improvements

Provide maintenance upgrades

Maximize views to park and lake – enhance Sense of Place

Improve aesthetics and amenities

Improve branding, signage and visibility to inform and promote the use of the shelter

Programming:

Activity Room – Options for 60 persons, 99 person and 150+ persons

Support Room - for serving, no concessions will be served from this location

Storage – 8ft x 8ft minimum for Lifeguard equipment

Janitorial room with service sink

Toilet Facility Counts – count similar to existing or increase per occupant load

Outdoor Showers

Optional- Bride Room w/ unisex toilet

Recommendations*:

Develop three (3) levels of renovation and expansion concepts to investigate the buildings potential to serve the neighborhood and City of Madison.

Option A = Base improvements and maintenance

Option B = Upgrade existing building to enhance services for the seasonal use of the building.

Option C = Enhance and expand shelter for larger groups with optional year-round use.

*All concept drawings and estimates for probable cost are intended for discuss purposes only and are not intended to reflect any approved project.

View from roof terrace

Oct 15, 2013 - Melissa Destree

Project Name: James Madison Park - Shelter Renovation Option: Option A Account Number:

Contract Number

Description:

No. Description Unit No. of Units Cost/Unit Total

Div 2 Demolition sf 2,500 1.0 2,500$

Div 3 Materials - Arch Concrete Patch - soffit lf 100 20.0 2,000$

Labor lf 100 40.0 4,000$

Div 4 Materials - CMU lf 12 150.0 1,800$

Labor lf 12 250.0 3,000$

Div 7 Insulation sf 0 0.0 -$

Div 8 Door Materials ea 2 800.0 1,600$

Door Labor sf 2 300.0 600$

Door Hardware ea 5 300.0 1,500$

Door Hardware Labor ea 5 150.0 750$

Repair Glazing ea 1 800.0 800$

Div 9 Paint/Stain sf 2,500 5.0 12,500$

Div 10 FEC ea 3 500.0 1,500$

Div 22 Plumbing - Janitor Sink/Faucet ea 1 1,500.0 1,500$

Div 23 HVAC - (see Div 26 Exhaust Fans)

Div 26 Electrical/Data

Demolition sf 2,500 1.0 2,500$

Light Fixtures ea 16 500.0 8,000$

Exit Signs ea 3 700.0 2,100$

Recept/Devices - GFI Device Only ea 12 100.0 1,200$

Occupancy Sensors ea 8 150.0 1,200$

Exhaust Fans & Ductwork ea 2 4,200.0 8,400$

Access Panels - Installed ea 2 800.0 1,600$

Fire Alarm System sf 2,500 2.0 5,000$

Phone Connection - Fire Alarm System ea 1 500.0 500$

Subtotal: Building Construction Cost 64,550$

GC General Conditions 20% 12,910$

GC Overhead & Profit 10% 6,455$

Building & Site Construction Cost 83,915$

Total Construction As Bid

Public Works Contingency, 8% 6,713$

Total Construction Estimate 90,628$

PROJECT BUDGET WORKSHEET

The scope of Option A is to provide code improvements and address needed maintenance to the existing shelter.

Construction Cost

Option A Page 1 James Madison Park Shelter

Fire Sprinkler - Add Alternate

Div 21/26 Fire Sprinkler System sf 2,500 6.0 15,000$

Fire Projection Monitoring ea 4 600.0 2,400$

Water Service - Pipe(allowance) lf 80 40.0 3,200$

Water Service - Cut and Patch(allowance) lf 80 100.0 8,000$

Sub-Total 28,600$

GC Overhead & Profit/General Cond 25% 7,150$

Fire Sprinkler Total 35,750$

Total Estimate with Add Alternate 126,378$

No. Description Unit No. of Units Cost/Unit Total

Facilities Managemt.Project Delivery -$

Architectural & Engineering Design Fees 14% $ 17,693

Interior Design Fees $ -

Landscape Design Fees $ -

Land Survey Fees .5% $ -

Civil Engineering Design Fees1.5% $ -

Furniture Design Fees $ -

Material Testing, Soils & Concrete 0 9,000 -$

Printing of Plans and Documents 2,500 0.5 1,250$

Newspaper Advertisement for Bids 1 500 500$

Asbestos Material Testing Fees 1 5,000 $ -

Asbestos Material Disposal 1 20,000 $ -

Asbestos Air Sample Testing 1 5,000 $ -

Building Permits/Review Fees 1 500 500$

HVAC Permits/Review Fees 1 500 -$

Stormwater Management Fees 0 1,000 $ -

Sanitary Sewer Connection Fees 0 10,000 $ -

Public Water Connnection Fees 1 5,000 $ 5,000

Gas Service Connection Fees 0 5,000 $ -

Electric Service Connection Fees 0 10,000 $ -

Utility Pulse Meter Fees 0 2,000 $ -

Total Design Fees, Utility Connections & Printing 24,943$

No. Description Unit No. of Units Cost/Unit Total

Trash Cans ea 10 800 8,000$

Banners ea 3 750 2,250$

Signage (2 Entry side & 1 at roof) ea 3 1,200 3,600$

Total Furniture and Equipment by Owner 13,850$

Contingency 2,000$

Project Total 153,321$

Floor Paint - Toilet Rooms sf 800 2.0 1,600$

Furniture, Fixtures, and Equipment by Owner

Design Fees, Utility Connections & Printing(w/ Add Alternates)

Option A Page 2 James Madison Park Shelter http://www.destreearchitects.com/

Oct 21, 2013 - Melissa Destree

Option: Option B Account Number:

Contract Number

Description:

No. Description Unit No. of Units Cost/Unit Total

Div 2 Demolition sf 2,500 2.0 5,000$

Div 3 Materials - Arch Concrete Patch - soffit lf 100 20.0 2,000$

Labor lf 100 40.0 4,000$

Div 5 Metals - Misc ea 1 1,000.0 1,000$

Div 4 Materials - CMU lf 36 120.0 4,320$

Labor lf 36 200.0 7,200$

Div 6 Materials (Siding & Wd Acoustic Panels) sf 2,500 3.0 7,500$

Labor sf 2,500 4.0 10,000$

Div 7 Insulation - acoustical sf 2,500 1.0 2,500$

Div 8 Door Materials - Interior ea 2 800.0 1,600$

Door Labor sf 2 300.0 600$

Door Hardware ea 5 300.0 1,500$

Door Hardware Labor ea 5 150.0 750$

Repair Glazing ea 1 800.0 800$

Exterior Glazing - Safety Film, Non-Insulated lf 38 500.0 19,000$

Exterior Doors, Non-Insulated ea 7 1,800.0 12,600$

Div 9 Paint/Stain sf 2,500 4.0 10,000$

Wash Architectural Concrete sf 16,000 0.3 4,800$

Div 10 FEC ea 3 500.0 1,500$

Toilet Partitions ea 2 1,500.0 3,000$

Div 22 Plumbing - Janitor Sink/Faucet ea 1 1,500.0 1,500$

Plumbing Fixtures ea 5 2,100.0 10,500$

Repipe & insulation ea 8 1,600.0 12,800$

Mixing Valve ea 1 2,000.0 2,000$

Hose Bibs (2 interior, 1 exterior) ea 3 500.0 1,500$

Gas Water Heater ea 1 2,000.0 2,000$

Water Softner ea 1 1,000.0 1,000$

Div 23 HVAC - (see Div26 for Exhaust Fan)

Div 26 Electrical/Data

Demolition sf 2,500 2.0 5,000$

Interior Light Fixtures sf 2,500 5.0 12,500$

Exterior Step Lights ea 12 500.0 6,000$

Exterior Lights ea 14 750.0 10,500$

Exit Signs ea 4 700.0 2,800$

Rewire - Recept/Devices - 40 devices ea 40 200.0 8,000$

Occupancy Sensors ea 8 150.0 1,200$

Exhaust Fans & Ductwork ea 2 4,200.0 8,400$

Access Panels - Installed ea 6 800.0 4,800$

Fire Alarm System sf 2,500 2.0 5,000$

PROJECT BUDGET WORKSHEET

The scope of Option B is to provide code improvements, upgrade all plumbing and electrical fixtures to improve effiecency, open the shelter to the lake and provide acoustical elements in the activity room.

The space will accommodate 99 persons.

Construction Cost

Option B Page 3 James Madison Park Shelter

Phone Connection - Fire Alarm System ea 1 500.0 500$

Generator Pipe Sleeve ea 1 2,000.0 2,000$

Electrical Panel Upgrade ea 1 5,000.0 5,000$

Subtotal: Building Construction Cost 195,670$

GC General Conditions 20% 39,134$

GC Overhead & Profit 10% 19,567$

Building & Site Construction Cost 254,371$

Total Construction As Bid

Public Works Contingency, 8% 20,350$

Total Construction Estimate 274,721$

Fire Sprinkler - Add Alternate

Div 21/26 Fire Sprinkler System sf 2,500 6.0 15,000$

Fire Protection Monitoring ea 4 600.0 2,400$

Water Service - Pipe(allowance) lf 80 40.0 3,200$

Water Service - Cut and Patch(allowance) lf 80 100.0 8,000$

Sub-Total 28,600$

GC Overhead & Profit/General Cond 25% 7,150$

Fire Sprinkler Total 35,750$

Total Estimate with Add Alternate 310,471$

No. Description Unit No. of Units Cost/Unit Total

Facilities Managemt.Project Delivery -$

Architectural & Engineering Design Fees 14% $ 43,466

Interior Design Fees $ -

Landscape Design Fees $ -

Land Survey Fees .5% $ -

Civil Engineering Design Fees1.5% $ -

Furniture Design Fees $ -

Material Testing, Soils & Concrete 0 9,000 -$

Printing of Plans and Documents 2,500 0.5 1,250$

Newspaper Advertisement for Bids 1 500 500$

Asbestos Material Testing Fees 1 5,000 $ -

Asbestos Material Disposal 1 20,000 $ -

Asbestos Air Sample Testing 1 5,000 $ -

Building Permits/Review Fees 1 500 500$

HVAC Permits/Review Fees 1 500 -$

Stormwater Management Fees 0 1,000 $ -

Sanitary Sewer Connection Fees 0 10,000 $ -

Public Water Connnection Fees 1 5,000 $ 5,000

Gas Service Connection Fees 0 5,000 $ -

Electric Service Connection Fees 0 10,000 $ -

Utility Pulse Meter Fees 0 2,000 $ - Total Design Fees, Utility Connections & Printing 50,716$

Design Fees, Utility Connections & Printing (w/ add alternates)

No. Description Unit No. of Units Cost/Unit Total

Trash Cans ea 10 800 8,000$

Signage - Entry ea 1 4,200 4,200$

Signage - Roof ea 1 2,000 2,000$

Stainless Steel Work Tables ea 6 350 2,100$

Total Furniture and Equipment by Owner 16,300$

Contingency 2,800$

Project Total 380,287$

Div 9 Graffiti Coating Alternate sf 13,800 0.6 8,280$

Epoxy Floor at- Toilet Rooms sf 800 5.0 4,000$

Furniture, Fixtures, and Equipment by Owner

Option C The following are recommended upgrades to improve and expand the shelter:

Enlarge Space

Occupancy 176 seated, 260 standing

Brides room/Family Restroom

Add additional toilet to women’s room to meet plumbing code

Fully Sprinkler

Ventilation Fan with tempered air

Enhance patio

Shift service drive location

Upgrade Landscape on Lake side

Option - Heated enclosure & insulation

Option - Glass folding wall http://www.destreearchitects.com/

Oct 21, 2013 - Melissa Destree

Option: Option C Account Number:

Contract Number

Description:

No. Description Unit No. of Units Cost/Unit Total

Div 2 Demolition sf 5,000 3.0 15,000$

Div 3 Materials - Arch Concrete Patch - soffit lf 100 20.0 2,000$

Labor lf 100 40.0 4,000$

Concrete - Footings & Flatwork, Patching sf 2,400 12.0 28,800$

Div 4 Materials - CMU lf 50 120.0 6,000$

Labor lf 50 200.0 10,000$

Div 5 Metals sf 1,200 10.0 12,000$

Div 6 Materials (Wd Acoustic Panels, Arbor) sf 3,300 2.0 6,600$

Labor sf 3,300 4.0 13,200$

Div 7 Insulation - acoustical sf 3,300 0.5 1,650$

Div 8 Door Materials - Interior ea 4 800.0 3,200$

Door Labor sf 4 300.0 1,200$

Door Hardware ea 7 300.0 2,100$

Door Hardware Labor ea 7 150.0 1,050$

Repair Glazing ea 1 800.0 800$

Exterior Glazing - Safety Film, Non-Insulated lf 50 350.0 17,500$

Exterior Doors, Non-Insulated ea 9 1,500.0 13,500$

Div 9 Paint/Stain sf 3,300 4.0 13,200$

Epoxy Floor at- Toilet Rooms sf 900 5.0 4,500$

Wash Architectural Concrete sf 16,000 0.3 4,800$

Div 10 FEC ea 3 500.0 1,500$

Toilet Partitions ea 3 1,500.0 4,500$

Div 21 Fire Sprinkler System sf 3,300 6.0 19,800$

Water Service - Pipe(allowance) lf 80 40.0 3,200$

Water Service - Cut and Patch(allowance) lf 80 100.0 8,000$

Div 22 Plumbing - Janitor Sink/Faucet ea 1 1,500.0 1,500$

Plumbing Fixtures ea 8 2,400.0 19,200$

Repipe & insulation ea 10 1,600.0 16,000$

Mixing Valve ea 1 2,000.0 2,000$

Hose Bibs (2 interior, 1 exterior) ea 3 500.0 1,500$

Gas Water Heater ea 1 2,000.0 2,000$

Water Softner ea 1 1,000.0 1,000$

Div 23 HVAC - Ventilation with Tempered Air -$

ERV, ductwork & heating unit (No A/C) sf 3,300 11.0 36,300$

Div 26 Electrical/Data

Demolition sf 2,500 2.0 5,000$

Interior Light Fixtures sf 3,300 5.0 16,500$

Exterior Step Lights ea 20 500.0 10,000$

Exterior Lights ea 20 750.0 15,000$

The scope of Option C is to provide a full upgrade and expansion to create an energy efficient, aesthetically pleasing park destination able to provide meeting facilities for up to 176 persons.

Construction Cost

PROJECT BUDGET WORKSHEET

Option C Page 3 James Madison Park Shelter

Exit Signs ea 4 700.0 2,800$

Rewire - Recept/Devices - 40 devices ea 50 200.0 10,000$

Occupancy Sensors ea 8 150.0 1,200$

Exhaust Fans w/ ductwork ea 2 4,200.0 8,400$

Access Panels ea 0 800.0 -$

Fire Alarm System sf 3,300 2.0 6,600$

Fire Protection Monitoring sf 5 600.0 3,000$

Phone Connection - Fire Alarm System ea 1 500.0 500$

Generator Pipe Sleeve ea 1 2,000.0 2,000$

Electrical Panel Upgrade ea 1 5,000.0 5,000$

Div 32 Asphalt & Earth work (shift drive) sf 3,000 4.0 12,000$

Landscape Allowance 1 40,000.0 40,000$

Subtotal: Building Construction Cost 415,600$

GC General Conditions 20% 83,120$

GC Overhead & Profit 10% 41,560$

Building & Site Construction Cost 540,280$

Total Construction As Bid

Public Works Contingency, 8% 43,222$

Total Construction Estimate 583,502$

Cascading Door - Add Alternate

Div 8 Cascading Door upgrade ea 40 1,000.0 40,000$

Sub-Total 40,000$

GC Overhead & Profit/General Cond 25% 10,000$

Cascading Door - Add Alternate Total 50,000$

Heating Add Alternate

Div 7 Insulation - Rigid at Addition sf 1,500 1.2 1,800$

Existing Shell Upgrades sf 2,500 12.0 30,000$

Div 8 Exterior Glazing - Upgrade to Insulated lf 50 100.0 5,000$

Exterior Doors, Upgrade to Insulated ea 9 300.0 2,700$

Sub-Total 39,500$

GC Overhead & Profit/General Cond 25% 9,875$

Heating Add Alternate Totals 49,375$

No. Description Unit No. of Units Cost/Unit Total

Facilities Managemt.Project Delivery -$

Architectural & Engineering Design Fees 12% $ 70,020

Interior Design Fees $ -

Landscape Design Fees $ 7,500

Land Survey Fees .5% $ -

Civil Engineering Design Fees1.5% $ -

Furniture Design Fees $ -

Material Testing, Soils & Concrete 0 9,000 -$

Printing of Plans and Documents 3,300 0.8 2,200$

Newspaper Advertisement for Bids 1 500 500$

Asbestos Material Testing Fees 1 5,000 $ -

Asbestos Material Disposal 1 20,000 $ -

Asbestos Air Sample Testing 1 5,000 $ -

Building Permits/Review Fees 1 500 750$

HVAC Permits/Review Fees 1 500 500$

Stormwater Management Fees 0 1,000 $ -

Sanitary Sewer Connection Fees 0 10,000 $ -

Public Water Connnection Fees 1 5,000 $ 5,000

Gas Service Connection Fees 0 5,000 $ -

Electric Service Connection Fees 0 10,000 $ -

Utility Pulse Meter Fees 0 2,000 $ -

Total Design Fees, Utility Connections & Printing 86,470$

No. Description Unit No. of Units Cost/Unit Total

Trash Cans ea 10 800 8,000$

Signage - Entry ea 1 4,200 4,200$

Signage-Roof ea 1 3,200 3,200$

Stainless Steel Work Tables ea 6 350 2,100$

Total Furniture and Equipment by Owner 17,500$

Contingency 3,000$

Project Total (No Add Alternates) 690,473$

Furniture, Fixtures, and Equipment by Owner

Design Fees, Utility Connections & Printing (Add Alternates Not Included)