APPENDIX F

TABLE OF CONTENTS

Introduction Page 1

Site Page 2

Site Map Page 4

Existing Building Conditions Page 5

Existing Floor Plans Page 9

Schematic Master Plan Page 12

Proposed Site Plan, Floor Plans and Renderings Page 15

Cost Estimate Page 22

Financial Incentives for Renovating Historic Buildings Page 39

Structural Letter Appendix A

Building 151 Initial Environmental Survey Appendix B

MPR0101 June 2001

INTRODUCTION

The following report is the summation of fi ndings from Miller Dunwiddie Architects and their consultant team regarding the existing conditions of the Bachelor Offi cers’ Quarters (Building 151) at Fort Snelling State Park Upper Bluff site. The building has been unoccupied for approximately thirty years.

The material presented in this report is based on the review of existing building plans, updated plans based on fi eld verifi cation, and photographic documentation of accessible portions of the interior and exterior. The building has been evaluated for compliance withcurrent building codes, particularly as they relate to accessibility, exiting, restroom facilities, and energy effi ciency. The Fort Snelling Upper Bluff is not within the jurisdiction of any municipality for zoning regulations. However, since the golf course is operated the Minneapolis Park and Recreation Board, parking requirements were developed using the Minneapolis zoning code.

This report also includes a schematic master plan illustrating how the building could be transformed into both a golf course clubhouse and a conference center, all within historic preservation guidelines and current building codes.

page 1MPR0101 June 2001

REUSE STUDY FOR

THE BACHELOR OFFICERS’ QUARTERS

BUILDING 151FORT SNELLING, MINNESOTA

June 2001

Prepared by:

MILLER DUNWIDDIE 123 North Third Street Suite 104

Minneapolis, Minnesota 55401-1657

MINNEAPOLIS PARK & RECREATION BOARD

Don Siggelkow

Cliff Swenson ASLA

ARCHITECT

Miller Dunwiddie Architects

Charles D. Liddy AIA, NCARB

John Montgomery

CONSULTING STRUCTURAL ENGINEER

Meyer, Borgman and Johnson Inc.

Jack Meyer PE

CREDITS

MPR0101 June 2001

TABLE OF CONTENTS

Introduction Page 1

Site Page 2

Site Map Page 4

Existing Building Conditions Page 5

Existing Floor Plans Page 9

Schematic Master Plan Page 12

Proposed Site Plan, Floor Plans and Renderings Page 15

Cost Estimate Page 22

Financial Incentives for Renovating Historic Buildings Page 39

Structural Letter Appendix A

Building 151 Initial Environmental Survey Appendix B

MPR0101 June 2001

INTRODUCTION

The following report is the summation of fi ndings from Miller Dunwiddie Architects and their consultant team regarding the existing conditions of the Bachelor Offi cers’ Quarters (Building 151) at Fort Snelling State Park Upper Bluff site. The building has been unoccupied for approximately thirty years.

The material presented in this report is based on the review of existing building plans, updated plans based on fi eld verifi cation, and photographic documentation of accessible portions of the interior and exterior. The building has been evaluated for compliance withcurrent building codes, particularly as they relate to accessibility, exiting, restroom facilities, and energy effi ciency. The Fort Snelling Upper Bluff is not within the jurisdiction of any municipality for zoning regulations. However, since the golf course is operated the Minneapolis Park and Recreation Board, parking requirements were developed using the Minneapolis zoning code.

This report also includes a schematic master plan illustrating how the building could be transformed into both a golf course clubhouse and a conference center, all within historic preservation guidelines and current building codes.

page 1MPR0101 June 2001

SITE

The building (Photos 1-2 and 4-5) is located in the Fort Snelling State Park Upper Bluff District. Also referred to as Building 151, it sits on the periphery of a nine-hole public golf course operated by the Minneapolis Park and Recreation Board. The main building entrance is oriented to the north, separated from the eighth-hole fairway by a road (Photo 3). This road wraps around the west side of the building, leading to the golf course parking lot (Photo 6). Several one-story wooden structures are sited around the park-ing lot, including a clubhouse/starter shack, toilet facilities, and a golf cart garage.

page 2MPR0101 June 2001 MPR0101 June 2001 page 3

SITE (CONTINUED)

Mature trees dot the landscape near the building. Of particular note is a stand of coniferous trees to the southeast, two of which are visible in Photo 6. Younger trees and shrubs have rooted themselves along the building’s perimeter at numerous locations, including several of the basement stair.

EXISTING BUILDING CONDITIONS

page 5

The building was constructed in 1904 to serve as the Fort Snelling Bachelor Offi cers’ Quarters. It is a contributing building to the Fort Snelling Upper Bluff National Historic Landmark District. It is a 21,555 gross square foot (7,552 basement + 6,975 fi rst fl oor + 7,028 second fl oor), two-story structure with exterior masonry walls, interior wood framing and a slate roof. According to the 1997 Uniform Building Code, the structure is classifi ed as Type V-N construction. The front veranda, originally constructed of wood, was removed and replaced sometime after 1929 with a new masonry and concrete veranda with a fl at roof. There is a full basement and an attic accessible through ceiling hatches. The attic space that was observed did not have fl ooring.

The concrete sidewalk on the north side of the building is cracked and in need of replacement. The raised concrete slab on the building’s south side, which forms the roof of the 1936 boiler room addition, is cracked in numerous locations (Photo 7). Steel pipe guardrails at the slab perimeter are rusted and do not meet code due to their height and spacing. The mortar joints in the masonry chimney have eroded, and it appears that the upper portion is leaning to the north (Photo 8).

Five concrete stairs lead from grade to the basement, and at several of these locations trees have grown through cracks in the concrete. During a site visit in early March, the stairwells were fi lled with approximately eighteen inches of solid ice.

A wood-framed, one-story addition is attached to the original building’s southern wing (Photo 9). The concrete masonry base contrasts with the stone base of the original building construction. The wood siding is heavily weathered, and the concrete stairs are in poor shape. Exterior wood stairs, which connect the second fl oor to grade at the eastern and western portions of the building, are in an advanced state of disrepair (Photo 10).

MPR0101 June 2001 page 6

EXISTING BUILDING CONDITIONS (CONTINUED)

MPR0101 June 2001

The exterior brick is in various stages of disrepair. Missingdownspouts at all locations have resulted in water cascading down the face of the building, particularly evident at the front entry. As a result, the mortar joints have deteriorated, and in some areas both the mortar joints and the bricks themselves have begun to erode away (Photos 11 and 12). Similar deteriora-tion is evident at other locations as well (Photo 13).

At other areas, cracking is evident. On a portion of the eastern façade, it appears that repairs have been made, but the materials and methods used neither corrected the problem nor match the existing materials. (Photo 14). Also evident in this photo is the discoloration of the concrete masonry, brick, and stone due to water running off the roof, as well as nearly a century of exposure to air pollutants.

The slate roof is assumed to be original to the initial construc-tion date. Among the fi eld of bluish-colored slate are several patches of light gray slate. These appear to indicate where chimneys have been removed to an undetermined point below the roof structure, and the openings have been covered over with slate (Photo 15). Some of the slates appear to be loose, and observation of the attic over the entry foyer showed day-light coming through some areas of the roofi ng, most notably at the ridge. Metal eave fl ashing has come loose at several areas, and the wood soffi ts appear to be missing or rotted at several locations, allowing birds access to the attic space. The condi-tion of the integral gutters at the eaves were not reviewed, but given the age of the building it is likely that they will require reconstruction as part of any remodeling.

The fl at porch roof, as well as the fl at roof over the two brick additions on the south elevation of the building (see Photo 4) were not reviewed, but are assumed to be in need of replacement.

page 7

EXISTING BUILDING CONDITIONS (CONTINUED)

MPR0101 June 2001

The building interior is subdivided into fi ve “houses”. On the main fl oor, interior walls divide the plan into three living quarters, each with its own separate entrance from the veranda. The center “house” has a foyer (Photo 16), with stairs con-necting it to the basement and second fl oors, while east and west “houses” are limited to the fi rst fl oor. Parlors fl ank the foyer on the east and west sides (Photos 17 and 22). On the second fl oor, distinct living quarters on the east and west end are entered from the veranda. Their layout is virtually identical to those one fl oor below. The basement has what appears to be living quarters, a storage space, and a boiler room.

Overall, the interior is suffering from years of neglect. The window openings, boarded up at some point over the last three decades, have kept out the elements but conceal the poor condition of the wood windows. The majority of them are double-hung, in either a two-over-two or three-over-three pane confi guration (Photos 18 and 19). Broken glazing and sash cords are common, and the paint fi nish is cracked, chipped, and peeling.

page 8

EXISTING BUILDING CONDITIONS (CONTINUED)

MPR0101 June 2001

The wood fl ooring, assumed to be original to the initial construction date, is in fair condition. In many of the rooms, composite fl oor tile has been installed over the wood fl ooring, some of it cracked, peeling, or missing entirely. Plaster walls and ceilings are cracked, and the plaster at numerous locations is missing, revealing the wood lath behind. Painted surfaces, including walls, doors and millwork, are in poor condition. Massive peeling is common (Photo 20).

A preliminary hazardous materials assessment of all the buildings of the Fort Snelling State Park Upper Bluff District was conducted in 1998 as part of a reuse study for the area. Refer to Appendix B.

The majority of architectural elements, including stair balusters and handrails, light fi xtures, bathroom fi xtures, doors, mill-work, and fi replace mantels, are either missing or in disrepair throughout the building. The guardrail and balusters at the central stair in the foyer are absent (Photos 16 and 21).

The mechanical and electrical systems, including the boiler in the 1936 addition, are inoperable and obsolete. Radiators and piping can be found throughout the building. Fireplaces, presumed to be original, are boarded up, and many of the wood mantles are missing (Photos 17, 22, and 23).

Despite the neglected state of this building, it does appear structurally sound and reusable. Some building components are more deteriorated than others, notably the roof and ex-terior masonry walls. However, their poor condition can be remedied through proper repair and restoration, along with a major remodeling of the building interior.

The schematic master plan was developed to allow golf course and conference center operations to occur simultaneously without any overlap between the two groups of users. In addition, when the golf course is closed for the season, the golf course spacescould also be rented out for conferences, receptions and parties.

The program and plans were developed after an initial consultation with Charles Nelson, State Historic Architect with the MinnesotaHistorical Society. He advised that if the original windows cannot be restored, that historically appropriate replacement windows be utilized in the rehabilitation. He also advised that the only distinctive features of the building interior that must be preserved are the entry foyer/stair and adjoining fi rst fl oor parlors. Other major components of the rehabilitation work include the following:

• The entire facility will be made accessible, as required by the Building Code.

• New mechanical, electrical, and voice/data systems as well as fi re sprinklers on all levels, including the attic. It is understood that utility upgrades (water, sewer, gas, electrical, phone, etc.) are being done as part of the overall redevelopment of the entireUpper Bluff area. If that is not the case, utilities serving Building 151 would need to be upgraded at considerable cost.

• Repair and re-point exterior masonry as required, with both stone and brick surfaces receiving a fi nal cleaning.

• Replacement of the slate roof to match the existing roof, and repair or replacement of all exterior wood fascia, soffi ts and trim

• Replacement of the fl at roof, as well as repair and/or replacement of integral gutters and downspouts.

• Development of a 150 car parking lot, with 60 stalls devoted to the golf course and 90 to the conference center . Refer to the new site plan.

Golf Course Spaces:

On the fi rst fl oor, the golfer’s patio (1,492 Square Feet) serves as the welcoming link between the parking lot and clubhouse. Accessed by a sloping sidewalk and stairs, the patio is raised several feet above the existing grade to provide a vantage point for overlooking the course. Tables with umbrellas provide seating, and fl owerbeds and plantings provide color and a park-like atmosphere. Refer to the attached rendering titled “View from Southwest”.

The great hall (955 S. F.) is the primary interior space for golf course patrons to congregate before or after a round of golf. A door cut into an existing window opening on the secondary façade connects this room with the golf patio. Tables and chairs allow for informal dining, while display cases for trophies/memorabilia and televisions for broadcast golf tournaments reinforce a ”club”atmosphere.

The snack bar/pro shop (303 S.F.) is positioned at the west end of the great hall. Golf course patrons purchase their tickets here before proceeding to the starter shack. Balls, tees and other golf-related merchandise, as well as traditional snack bar fare such as sandwiches, beverages, and candy, will be available for purchase. All food items will be prepared off-site. This area is outfi tted with display cases, sinks, coolers, refrigerators, coffee maker, microwave, icemaker, and lockable storage. The snack bar can also serve as a light catering kitchen/bar during the off-season, allowing the great hall and golfer’s lounge to be rented out for receptions or parties.

The golf course manager’s offi ce (103 S.F.) is adjacent to the snack bar/pro shop, allowing the manager to run the counter during slow periods, as well as providing views out to the golf course.

Adjacent to the great hall is the golfer’s lounge (538 S.F.) Existing architectural features, such as the fi replaces, beamed ceiling and hardwood fl ooring, will be restored in this room. This space could be outfi tted with sofas and chairs, more table seating, or billiards tables.

Both the men’s and women’s toilets (272 S.F. each) are adjacent to the golf patio, great hall, and golfer’s lounge. The quantity of plumbing fi xtures is determined by the Building Code. These rooms will be fi nished with stainless steel partitions and ceramic tile fl oors and walls. In addition, these rooms adjoin the men’s and women’s lockers/showers (138 S.F. each), which are outfi tted with lockers and a shower for staff use.

page 12

SCHEMATIC MASTER PLAN

MPR0101 June 2001 page 13

SCHEMATIC MASTER PLAN (CONTINUED)

Conference Center Spaces:

The existing north entry serves as the new entry for the conference center. In order to make it handicapped accessible, the grade will be modifi ed so that two sidewalks fl anking the existing main stair bring patrons to the fi rst fl oor level.

The two-story foyer (351 S.F.) is the central space for the conference center. Existing architectural features of this room, including the main stair, will be restored to their original condition. Refer to the attached rendering titled “View of Main Entrance Foyer”.

The conference center reception room (538 S.F.) is adjacent to the foyer. Existing architectural features, such as the fi replace, beamed ceiling and hardwood fl ooring, will be restored in this room. This space is intended as a reception area and lounge for conferees. An adjoining coat room (68 S.F.) is fi tted with rods for hanging coats as well as racks for hats, purses, etc. A half-door provides access and service to this space.

Conference room ‘A’ (609 S.F.) is around the corner from the conference center reception room. The room includes a central area for con-ferencing and a countertop for coffee and light snacks. It is intended that this room could be rented along with the rooms upstairs, or by itself. To the north is a storage room (103 S.F.), which could also be used as an informal seating area.

Intended as an offi ce for one, the conference center manager’s offi ce (156 S.F.) is adjacent to the elevator, the conference center patio/loading dock (1,546 S.F.), and the stair tower. This location allows the manager quick access to all levels of the building, as well as a view of the activity on the patio. Space is provided for one workstation, as well as a fax machine and copier.

The restored stair in the foyer leads to an intermediate landing. The stairs leading south from the landing go to a corridor, which serves as the second fl oor’s primary circulation space. At the easternmost end of the corridor is the catering kitchen (542 S.F.), located adjacent to the elevator lobby (73 S.F.) to facilitate movement of food and supplies. This kitchen is equipped with refrigerators, sinks, microwaves, prep tables, storage cabinets, a dishwasher and an ice maker. The catering kitchen serves as a staging area for cater-ers to serve meals prepared off-site.

Adjacent to the catering kitchen is conference room ‘B’ (302 S.F.), with an adjoining storage room (68 S.F.)

The stairs leading north from the intermediate landing go to a lobby. On the east side is conference room ‘C’ (439 S.F.) Existingarchitectural features, such as the fi replaces, beamed ceiling and hardwood fl ooring, will be restored in this room. A door on the north side of the room leads to a lounge (298 S.F.), furnished with chairs and side tables.

Both conference room ‘B’ and the lounge have access to a veranda (308 S.F. each) This space serves as an informal break area, and could be furnished with chairs and tables.

On the west side of the foyer, all the interior walls will be removed and the proper structural modifi cations made to create a large, column-free space, allowing this room to be confi gured in two ways. One option creates conference rooms ‘D’ (460 S.F.) and ‘E’ (1,229 S.F.) utilizing operable wall panels. When the operable wall panels are retracted into a storage closet, the room is transformed into a reception hall (1,838 S.F.) Intended for large group gatherings, banquets and receptions, the room is provided with a bar (103 S.F.) and access to a veranda (308 S.F.)

The second fl oor also has men’s and women’s toilets (350/323S.F.) intended solely for conference center patrons. The quantity of plumbing fi xtures is determined by the building code. These rooms will be fi nished with stainless steel partitions and ceramic tile fl oors and walls. Located between the toilet rooms is a janitor’s room (190 S.F.) Outfi tted with a fl oor sink, the room provides storage space for housekeeping supplies and equipment.

MPR0101 June 2001

Support Spaces:

The majority of the support spaces are located in the basement, which will be accessible only by authorized personnel.

The mechanical/electrical room (1,325 S.F.) is provided to house the mechanical and electrical equipment required by the facility. In addition, a washer, dryer, and fl oor sink are provided for use by the janitorial staff.

A recycling room (252 S.F.) is required by code for the storage of recyclable materials generated within the facility.

Two storage rooms (868 S.F. and 2,074 S.F.) are provided for storage of tables, chairs, audiovisual equipment, banquet equipment, and other items requiring daily or seasonal storage.

SCHEMATIC MASTER PLAN (CONTINUED)

page 14MPR0101 June 2001

The cost estimate of $3,970,750 includes a 20 percent contingency, a portion of which includes design fees. Costs are stated foryear 2001 construction. If work is done after the year 2001, appropriate adjustments must be made for infl ation and other factors affecting construction costs in the Twin Cities area.

Several factors must be considered when reviewing the cost estimate. First, the estimate is based on a preliminary schematic plan,which will undergo modifi cations as the building use is more fully refi ned and the design materializes. These modifi cations will affect the fi nal cost of the project. In addition, furniture, parking, landscaping, new golf course structures (starter shack/cart storage), and site improvements are not included in the cost estimate. Also, we have not included costs for removal of asbestos and lead paint,because complete surveys of the entire building have not been completed.

Currently, the Metropolitan Airports Commission (MAC) does not have any programs in place for funding improvements for sound insulation in this type of facility.

COST ESTIMATE

page 22MPR0101 June 2001

FINANCIAL INCENTIVES FOR RENOVATING HISTORIC BUILDINGS

Building 151 is on the National Register of Historic Places as a contributing building in the Fort Snelling Upper Bluff NationalHistoric Landmark District, which was created in 1966. The area is owned by the Minnesota Department of Natural Resources, to whom it was deeded by the Federal Government in 1971.

Because of its listing on the National Register, Building 151 may benefi t from a number of incentives to assist in its rehabilitation. Those incentives, however, require that the rehabilitation effort follow certain guidelines. Those guidelines are “The Secretary of

the Interior’s Standards for Rehabilitation and Guidelines for Rehabilitating Historic Structures”. To assist potential develop-ment of the Upper Bluff, the DNR has also begun a process of developing guidelines that address some of the specifi c aspects of the Upper Bluff. They are still based on “The Secretary of the Interior’s Standards” and should be available Summer, 2001.

There are disadvantages and advantages to redeveloping a designated historic structure. It is commonly believed that such a desig-nation means that properties can not be altered or that an onerous review process by the Federal government is triggered any timethat construction projects are undertaken. Neither is the case.

The disadvantage of working with a designated historic structure is that the work is subject to an additional review process than that needed for only a Building Permit. The review and approval of any rehabilitation of Building 151 will be done fi rst by the State Historic Preservation Offi ce (SHPO), with fi nal review and approval by the National Park Service. These approvals will determine the project’s eligibility for the various fi nancial incentives described below, if applicable. Since the Upper Bluff is not within a city, there is no Heritage Preservation Commission that will have Building Permit review and approval over the project. Building Permitreview will follow a typical process and will be by the City of St. Paul Building Offi cial.

To offset the disadvantage of the review process, there are a number of benefi ts to rehabilitating a designated historic structure. Although all of the items listed may not apply to Building 151, possible benefi ts that may pertain include the following:

• Building Code: Waivers to some Building Code requirements, including accessibility, when reviewed and approved by the Building Code Offi cial.

• Federal Tax Credit Program: An Investment Tax Credit of 20% of the qualifi ed expenses for the cost of major rehabilita-tion.

• Façade Easement Program: A program that may allow Federal and State income tax deductions.

• ADA Federal Tax Provisions: Tax deductions or credits for making an historic structure compliant with the Americans with Disabilities Act (ADA).

• State of Minnesota Tax Credit: A proposal at the Legislature that would provide a 25% state income tax credit to offset rehabilitation costs. (It has yet to be adopted.)

• Minnesota Historical Society Grants: Twice yearly grant money to assist the rehabilitation efforts on historic buildings. Funds are limited and competition is fi erce.

• The National Trust for Historic Preservation Loans: Both interim and permanent fi nancing programs.

Some of the benefi ts listed above that deal with tax credits and deductions apply only to income producing properties. Thus, neither the DNR nor the Minneapolis Park and Recreation Board could not take advantage of any of those benefi ts. However, there are ways that non-profi t and for-profi t entities can partner on historic redevelopment projects so that such fi nancial incentives may be used. The rules for how such deals are set up are complex and governed by strict IRS rules. Advice from accountants and attorneysversed in the intricacies of such partnerships should be consulted. Further information may be obtained on the web sites of theNational Park Service or the IRS.

page 39MPR0101 June 2001

Standard Budget Estimate

Date: June 29, 2006 Schedule: Approval:Project: Fort Snelling BOQ (Bldg 151) Remodeling Design:

MDA Comm # HCO0601 Construction:

21,562 Existing GSF1,482 Additional SF Created

Status: PreDesign 23,044 Total GSF of Renovation

Sec Description Qty. Unit Unit cost Item total Section Sub-Totals

DivisionTotals

Cost / SF

DIVISION 1 - GENERAL CONDITIONS $504,681 21.90$General Conditions (7%) - Div 1-17 1 ls $271,751 $271,751 $504,681Permit, SAC, WAC 2% 1 ls $77,643 $77,643GC Fee 4% 1 ls $155,286 $155,286

DIVISION 2 - SITE WORK $224,761 9.75$General Site Work $91,748

Remove Trees/Shrubs adjacant to bldg 1 ls $7,000 $7,000 1 ls $21,000 $21,000

Excavate for New Construction 1 ls $32,000 $32,000CIP Concrete Sidewalks/Ramps 1936 sf $5.00 $9,680CIP Concrete Stairs 4 ea $3,000 $12,000Modify Basement slab for drain tile 1000 sf $7.00 $7,000Drain Tile 472 lf $6.50 $3,068

Environmental (By Others) $0Asbestos Abatement 0 ls $0.00 NICLead Paint Abatement 0 ls $0.00 NIC

Selective Demoliton $108,013General Basement Demo 7552 sf $3.00 $22,656General First Floor Demo 6975 sf $4.00 $27,900

Remove Exterior Concrete Slabs, Stairs, and

General Second Floor Demo 7035 sf $4.00 $28,140General Attic Demo 6439 sf $3.00 $19,317Demo Chimney, salvage brick 1 ls $10,000.00 $10,000

Landscaping $15,000Allowance 1 ls $15,000.00 $15,000

Scaffolding 1 ls $10,000.00 $10,000 $10,000

DIVISION 3 - CONCRETE $24,684 1.07$Concrete $24,684

Form/Reinf/Pour CIP Footing 7 cy $425.00 $3,022Elevator Pit Base 1 cy $350.00 $519Prep Veranda Flooring 616 sf $4.50 $2,772Infill basement slab at draintile 1000 sf $6.00 $6,0005" CIP topping Slab 616 sf $6.00 $3,6964" CIP Slab on Grade 460 sf $5.00 $2,300Concrete Footings at Patios 15 cy $425.00 $6,375

DIVISION 4 - MASONRY $326,144 14.15$Masonry $77,580

12" CMU at Elevator Shaft 1556 sf $15.00 $23,34018" CMU infill at Foundation wall openings 180 sf $18.00 $3,2408" CMU wall W/ Stone 700 sf $30.00 $21,00012" CMU at Patio Retaining Walls 700 sf $15.00 $10,500Brick Pavers at Patio 3000 sf $6.50 $19,500

Exterior Masonry/Stone Repair and Cleaning $248,564Cleaning brick all elevations 13469 sf $4.00 $53,876Masonry Repairs 1 ls $20,000 $20,000Tuckpoint 13469 sf $12.00 $161,62818" CMU Infill at fndn wall openings 180 sf $17.00 $3,060Cut New Openings in Masonry 10 ea $1,000 $10,000

DIVISION 5 - METALS $64,916 2.82$Structural Steel $46,916

Struct Steel for Framing Modifications 5 ea $8,000.00 $40,000Steel deck at new elevator 494 sf $14.00 $6,916

Misc Metals $18,000Handrails, Guardrails, Etc. 1 ls $18,000.00 $18,000

DIVISION 6 - WOOD AND PLASTICS $226,590 9.83$Rough Carpentry $104,590

Reframing/Restructure 1st fl 6975 sf $3.00 $20,925Reframing/Restructure 2nd fl 7035 sf $3.00 $21,105Repair Eaves/Soffit 508 lf $70.00 $35,560Roof Deck Replacement 1000 sf $6.00 $6,000New interior Stairs 7 flts $3,000.00 $21,000

Finish Carpentry $122,000Pro Shop Casework 1 ls $15,000.00 $15,000Misc Casework 1 ls $25,000.00 $25,000Restore Foyer Staircase 600 sf $70.00 $42,000misc finish carpentry allowance 1 ls $40,000.00 $40,000

DIVISION 7 - THERMAL AND MOISTURE PROTECTION $612,469 26.58$Roofing $491,589

Demo Existing 8835 sf $4.00 $35,340New Slate Roof 8835 sf $50.00 $441,750New flat roof at Elevator 500 sf $7.00 $3,500Demo exist Flat Roof 1257 sf $2.00 $2,514New EPDM at flat roof 1257 sf $6.75 $8,485

Insulation $17,670Applied Foam 8835 sf $2.00 $17,670

Gutters & Downspouts $103,210Copper Gutters 26 lf $125.00 $3,250Copper Downspouts 280 lf $125.00 $35,000Restore Integral Gutters 464 sf $140.00 $64,960

DIVISION 8 - DOORS AND WINDOWS $320,625 13.91$Doors $131,000

exterior 19 ea $3,500.00 $66,500Interior 43 ea $1,500.00 $64,500

Windows $189,625Aluminum clad wood windows 1517 sf $125.00 $189,625

DIVISION 9 - FINISH $545,695 23.68$Prep & Paint exterior woodwork 1 ls $28,000.00 $28,000 $28,000Assemblies and Finishes $517,695

Basement Assemblies5/8" type 'X' GypBd Ceilings w/ furring ch 5836 sf $10.00 $58,3605/8" type 'X' Gyp. Bd. walls w/2" Rigid Ins 4714 sf $6.00 $28,2843-5/8" mtl stud wall w/ 5/8" Type X Gyp b 1750 sf $7.50 $13,125

Basement finishes:Floor paint/sealant 5836 sf $2.25 $13,131Paint - walls 7664 sf $1.00 $7,664Paint - ceilings 5836 sf $1.25 $7,295

First floor assemblies:5/8" type 'X' GypBd both sides of existing wood stud wall w/batt insulation - 1hr rated 1890 sf $7.50 $14,1753-5/8" mtl stud wall w/ acoust batt insulation + 5/8" Type X both sides 1 hr rated 1870 sf $6.00 $11,2203-5/8" mtl stud wall w/ acoust batt insulation + 5/8" Type X both sides 1080 sf $7.50 $8,1005/8" type 'X' Gyp. Bd. walls w/2" Rigid Insulation+VB+Furring 5106 sf $6.00 $30,6365/8" type 'X' GypBd Ceilings w/ furring channels 1 hr rated 5735 sf $10.00 $57,350

First floor finishes: CT flooring 801 sf $10.00 $8,010CT walls 1,344 sf $10.00 $13,440Quarry tile flooring 319 sf $10.00 $3,190Carpet 321 sy $35.00 $11,2352 1/4"X3/4" Oak T&G flooring 1,375 sf $24.00 $33,000Paint - walls 9,946 sf $1.00 $9,946Paint - ceilings 4,391 sf $1.25 $5,489

Second floor assemblies:5/8" type 'X' GypBd both sides of existing wood stud wall w/batt insulation - 1hr rated 880 sf $7.50 $6,6003-5/8" mtl stud wall w/ acoust batt insulation + 5/8" Type X both sides 1 hr rated 1,900 sf $6.00 $11,4003-5/8" mtl stud wall w/ acoust batt insulation + 5/8" Type X both sides 1,650 sf $7.50 $12,3755/8" type 'X' Gyp. Bd. walls w/2" Rigid Insulation+VB+Furring 4,645 sf $6.00 $27,8705/8" type 'X' GypBd Ceilings w/ furring channels 1 hr rated 6,087 sf $10.00 $60,870

Second floor finishes: CT flooring 678 sf $10.00 $6,780CT walls 1,170 sf $10.00 $11,700Quarry tile flooring 652 sf $10.00 $6,520Carpet 410 sy $35.00 $14,3502 1/4"X3/4" Oak T&G flooring 352 sf $24.00 $8,448VCT flooring 190 sf $3.00 $570Paint - walls 9,075 sf $1.00 $9,075Paint - ceilings 6,087 sf $1.23 $7,487

DIVISION 10 - SPECIALTIES $57,750 2.51$Toilet Compartments $14,000

Compartments 1 ls $14,000.00 $14,000Visual Display Bds and Tackboards $12,000

Visual Display Boards-8' x 4' 1 ls $12,000.00 $12,000Louvers and Vents $5,000

Wall louvers 1 ls $5,000.00 $5,000Divider Panels $25,000

Operable Wall Divider 1 ls $25,000.00 $25,000Fire Protection Specialties $1,750

Fire Extinguishers 7 ea $250.00 $1,750

DIVISION 11 - EQUIPMENT $100,000 4.34$Food Service $100,000

Snack Bar Equipment 1 ls $50,000.00 $50,000Catering Kitchen Equipment 1 ls $40,000.00 $40,000Service Bar 1 ls $10,000.00 $10,000

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION $0 -$

DIVISION 14 - CONVEYING SYSTEMS $125,000 5.42$Elevator $125,000

3 stop hydraulic elevator 1 ea $125,000.00 $125,000

DIVISION 15 - MECHANICAL $809,930 35.15$Mechanical System (Includes sprinkler) $809,930

Plumbing 23044 sf $9.00 $207,396 HVAC 23044 sf $16.50 $380,226 Temprature Controls 23044 sf $3.25 $74,893 Fire Sprinkler (incl attic) 29483 sf $5.00 $147,415

DIVISION 16 - ELECTRICAL $443,597 19.25$16000 Electrical Systems $443,597

Power 23044 sf $7.00 $161,308Lighting 23044 sf $5.50 $126,742Motor Controls 23044 sf $0.75 $17,283System Raceways 23044 sf $2.00 $46,088Fire Alarm 23044 sf $2.50 $57,610Lightning Protection 23044 sf $1.50 $34,566

DIVISION 17 - COMMUNICATIONS $32,263 1.40$17000 Voice/Data 23044 ls $1.40 $32,262 $32,263

SUMMARYProject Estimate Sub-Total $4,419,103 $4,419,104 $4,419,104 191.77$ Contractor Contingency (10%) $441,910 $441,910 $441,910 $5.75Design Contingency (10%) $441,910 $441,910 $441,910 $4.79Project Estimate Total $5,302,923 $5,302,925 $5,302,925 $202.32

Note: Utility, driveway and parking lot upgrades are included as a part of that line item in the overall cost analysis in appendix C.