HomeMy WebLinkAboutV. a. Hudson Building Reuse Study Presentation – Stark & ClaybaughHEDRA Meeting Packet - November 9, 2011Page 32 of 142
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S.P. Number: 1913-64
MnDOT Agreement Number: 98076
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MANAGEMENT SUMMARY
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TABLE OF CONTENTS
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TABLE OF FIGURES
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INTRODUCTION
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RSP
EUSE TUDY ROCESS
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THE H.D. HUDSON MANUFACTURING BUILDING
PD
ROPERTY ESCRIPTION
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ABHH.D.HSB
RIEF ISTORY OF THE UDSON ITE AND UILDING
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HS
ISTORICAL IGNIFICANCE
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ISSUES ANALYSIS
BC
UILDING ONDITION
SI
ITE SSUES
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EI
NVIRONMENTAL SSUES
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MI
ARKET SSUES
PI
ARKING SSUES
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NC
EIGHBORHOOD ONTEXT
CI
OMMUNITY SSUES
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DI
ESIGN SSUES
HD
ISTORIC ESIGNATION
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P.(S)D
RESERVATION VSELECTIVEEMOLITION
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REUSE SCENARIOS
I
NTRODUCTION
GP
UIDING RINCIPLES
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ERT
VALUATION OF EUSE YPES
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S1:LIA
CENARIO ARGE NN AS NCHOR
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S2:SIA
CENARIO MALL NN AS NCHOR
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S3:R/BCA
CENARIO ESTAURANTANQUET ENTER AS NCHOR
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SP
ITE LANNING
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FINANCIAL ANALYSIS
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BG
RIDGING THE AP
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CONCLUSIONS AND RECOMMENDATIONS
C
ONCLUSIONS
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RI
ECOMMENDATIONS FOR MPLEMENTATION
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APPENDIX A: STAKEHOLDER SUMMARY
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APPENDIX B: PUBLIC MEETING SUMMARY
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APPENDIX C: ELECTRICAL AND MECHANICAL EVALUATION
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HUDSON MANUFACTURING
BUILDING RE-USE STUDY
Prepared for:
Stark Preservation Planning
Prepared by:
engineering design initiative
th
street
1112 north 5
minneapolis, mn 55411
612-343-5965, Fax 612-343-5982
George Rothenberger, PE
Bradley R Johannsen, PE
June 30, 2011
Hudson Manufacturing Reuse Study EDI Project 11-008
June 30, 2011 Page 1
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I. INTRODUCTION
A. Stark Preservation Planning has retained Engineering Design Initiative (EDI) for the
purpose of recommending and estimating mechanical and electrical systems to be
installed in the Hudson Manufacturing Building, and for estimating mechanical and
electrical costs associated with adjacent surface and structured parking. The scope of
the recommendations includes three usage scenarios and complete systems for shell,
interior build-out and finished exterior spaces. A description and estimate of the
recommendations is included within.
B. The Hudson Manufacturing Building consists of a 100,000 square foot ~100 year old
building located in Hastings MN at the intersection of the Highway 61 bridge and the
Mississippi River. The building is not currently in use but was previously built and used
for the manufacturing of sprayers.
C. Demolition of existing equipment associated with the building is outside the scope of
this report.
D. The three usage scenarios are as follows, see related sections in report by Stark
Preservation Planning for greater detail:
1. Scenario 1a: Large Inn as Anchor. Includes hotel with roof plaza, destination
restaurant with patio, banquet hall, boutique coffee shop, boutique retail spaces,
gallery and visitor interpreter center.
2. Scenario 2b: Small Inn as Anchor. Major features include condominium lofts,
enclosed parking, boutique hotel with roof plaza, banquet hall, destination
restaurant with patio, boutique retail space, gallery and visitor interpreter center.
3. Scenario 3: Restaurant/Banquet Center as Anchor. Major features include office
space, destination restaurant with patio, banquet hall with roof plaza, boutique
retail spaces, two-story gallery space and visitor interpreter center.
E. Additionally there are three schematic layouts of parking structures and surface lots,
see related sections in report by Stark Preservation Planning for greater detail. These
schematic layouts are interchangeable with the three usage scenarios and as such the
parking estimates are listed separately from the usage estimates.
II. MECHANICAL
A. HVAC
1. General: Central Plant Chiller:
a. An air-cooled chiller is recommended for the cooling medium for the
various project scenarios. Economy of scale and energy efficiency is
enhanced with a central cooling plant. Sub-metering is possible in order to
bill end users. This approach is typical for district cooling applications. The
chiller would most likely be air-cooled. (Water cooled systems shall be
ruled out due to the proximity to Hwy 61 and the disadvantages of vapor
plumes from cooling towers). The estimated chiller size is 200 tons. The
size range is a good candidate for a screwed compressor application. The
chiller shall be located outside on grade, not blocked by solid walls, and
shall have buried supply and return chilled water piping from pumps in a
mechanical room.
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b. Chilled water hydronic piping shall include insulated supply and return
piping to air handlers and other units utilizing the chilled water. Distribution
shall incorporate base-mounted pumps with variable frequency drives
(VFD). The piping scheme shall be assumed to be variable primary
pumping. The chilled water pumps shall reside at the basement level in a
central mechanical room. The mechanical room may reside in Building B
lower level.
c. Pipe sizes and GPM: Estimated at 420 GPM, utilizing water with 25%
propylene glycol and 6” steel pipe mains. Buried piping with insulation for
buried applications. Piping inside the building insulated with vapor barrier,
and metered with BTU meters for point-of-use billing.
2. Decentralized Boilers:
a. Choices include a central hot water hydronic boiler system, or heating
plants for each respective use. The approach in this study is to utilize
independent heating plants for each respective user. Condensing (hot
water) boilers are available that are 94% efficient and only require PVC
(plastic) combustion and vent piping. They are easily located and offer
design flexibility for various programs and scenarios.
b. Natural gas piping is readily available at the site. There is little potential for
fuel oil storage. Hence it is assumed that the natural gas rate shall be firm.
Individual meters can be employed for individual gas users.
3. Controls:
a. With the exception of Condo/Loft development, the scenarios assume a
central direct digital control (DDC) system. Tenants and end users would
integrate their systems with a central DDC system that is operated and
maintained by the property manager. The DDC system manufacturer
chosen should have multiple authorized installers to avoid proprietary
controls pricing. DDC building automation control will greatly enhance
energy utilization and efficiency.
b. Electronic stand-alone controls are advantageous for the Condo/Loft
scenarios. Essentially these are programmable thermostats.
4. Hotel/Banquet/Conference:
a. Condensing hot water boilers. Modular multiple boilers with computerized
staging. Natural gas, 94% efficient. Heating hot water distribution piping
and pumps.
b. Central station air handlers. Banquet/assembly areas to have air handlers
devoted to those spaces and may utilize heat exchangers with total
enthalpy wheels for energy recovery due to higher outdoor air
requirements.
c. Air handlers for central spaces, lobby and greeting areas shall utilize chilled
water cooling coils and hot water heating coils. Provide air handlers with
VFD’s and variable air volume systems for energy efficiency. Use variable
volume systems with hot water reheat coils for thermostatic control.
d. Guest suites: Utilize 4-pipe fan coil units with chilled and hot water piping.
‘Hi-line’ stacked fan coil units or horizontal fan coil units may be employed.
e. Hot water base board heating for additional comfort in critical areas.
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5. Hotel – Small Inn:
a. Similar to the hotel discussion above, except that fan coil units and small
blower-coil units may be used exclusively.
6. Restaurant:
a. Utilize central station air handler with chilled water and hot water coils.
b. Variable volume system with hot water reheat.
c. Condensing boiler, hydronic heating pumps dedicated to the restaurant.
d. Variable are system with high-end slot diffusers for comfort and aesthetics.
e. Hot water fin tube radiation at external windows for comfort.
f. Special exhaust and tempered heated/cooled make-up systems for
commercial kitchens with grease hoods.
g. General exhaust systems as required.
7. Coffee shop / Deli:
a. Small central station air handler or blower/coil unit. Chilled water and hot
water coils.
b. System may be constant volume in lieu of variable volume.
c. Constant volume boxes with hot water reheat.
d. Condensing boiler and distribution.
e. General exhaust systems as required.
8. Condo/lofts:
a. Individual metering with gas-fired and direct expansion cooling units. ‘Wall-
Pak’ units may be employed, thereby offering greater ease in individual
metering. These units reside on external walls and have integral air-
conditioning units and gas-fired heating. The units intake air from the
external wall and exhaust on the same zone with external wall louvers.
They require a utility closet adjacent to the external wall.
b. This may be the exception to the general use in the project of the central
chilled water plant.
c. Alternate approach would be 4-pipe fan-coil systems. Chilled water piping
would be routed from a central BTU meter location. Heating could be
based on central heating boilers in lieu of individual wall-pak units
mentioned above.
9. Public/Tourism and Retail:
a. Similar to Coffee shop/Deli discussion above.
10. Interpretive Center:
a. Similar to the Public/Tourism Center, except higher electrical lighting load
may be experienced due to flood and display lighting.
b. Possible zoned HVAC for classrooms. This depends on the architectural
program.
11. Arts/ Public Performance:
a. Small central station air handler or blower/coil unit. Chilled water and hot
water coils.
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b. System serving gallery may be constant volume in lieu of variable volume,
with constant volume boxes and hot water reheat.
c. Condensing boiler and distribution.
d. System serving a performance space should/may be separate air handler
with chilled water and hot water coils. Performance space AHU may
employ a heat exchanger due to high outdoor air requirements.
12. Offices:
a. Small central station air handler. Chilled water and hot water coils.
b. System should be variable air volume, with variable air volume (VAV)
boxes and hot water reheat.
c. Condensing boiler and distribution.
d. VAV boxes zoned for interior vs. exterior load profiles.
e. Hot water fin tube radiation at perimeter zones.
f. Conference rooms with individual VAV boxes indexed to occupied mode
via motion sensors to save energy when not occupied.
g. Possible stand-alone computer A/C may be required for computer and
Local Area Network rooms.
13. Parking (Under Cover / Within building):
a. Unheated by state code.
b. Ventilated with exhaust and make-up air.
14. Parking (Multi Story):
a. No heat.
b. Natural ventilation.
B. PLUMBING:
1. Sanitary for the entire site shall be assumed to drain south to Second Street. The
number of new sanitary lines, whether multiple lines or one, is not determined at
this time. Sanitary size and invert at Second Street to be determined at a later
date. This study assumes the city service is large enough and deep enough. Civil
site plan of October 14, 2010 shows one sanitary sewer manhole on the existing
sewer leaving the facility south of Building A.
2. Storm water is assumed to communicate directly to the River. The civil site plan
dated October 14, 2010 shows no piped storm water from the project site to City
services. Multiple easements exist to the North of the building which faces the
River. Accommodation of storm lines crossing these easements to be addressed
subsequent to this study. This report assumes no problem with storm
communicating to the River, and assumes no connection to a City of Hastings
storm system.
3. Water currently enters the building with four water lines in the vicinity of the
sanitary manhole to the south of building A. This study assumes these water
lines shall be capped and new water lines utilized. The new water lines shall
connect to City water services on Second Street. Hydrant flow tests of adequate
water pressure, pipe size of city service, and other considerations to be
determined at a later date.
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4. The civil site plan of October 14, 2010 shows several gas lines. Gas lines ‘ring’
the project site to the North, East and West. One gas line includes a 15’ wide
easement for Central Natural Gas Co. to the north of the building, facing the
river. Gas lines which currently extend into the building south of Building C shall
be demolished by others. This study assumes there is sufficient gas capacity and
that gas availability is not a problem.
5. Hotel: Plumbing shall include typical restaurant kitchen utilities, commercial
laundry, and guest services. Plumbing to include high-end plumbing fixtures in
occupied spaces, and whirlpools in some suites. Plumbing to accommodate
housekeeping, vending, and typical hotel amenities. There is no reference to a
swimming pool. Hotel laundries typically require a stand-alone high pressure
steam boiler and associated steam piping.
6. Banquet/Conference: Plumbing shall accommodate typical banquet requirements
for a hotel with serving fixtures near the banquet halls. Terraces will require
terrace storm drains, parapet drains, and associated piping to storm. See storm
discussion above.
7. Public/tourism interpretive center to have plumbing for accessible public
restrooms.
8. Trail head to include public restrooms. Showers not provided. See discussion of
coffee shop below.
9. Arts Center: Provide plumbing to accommodate arts activity. Gallery will require
no special plumbing. Public restrooms as noted above. Special sinks and fixtures
with plaster traps may be required dependent on the user program for the space.
10. Boutique Foods/Grocery store: Typical plumbing for grocery store to be provided.
Air cooled condenser piping for refrigeration units to be provided by tenant’s
refrigeration vendors. Typical grocery plumbing and amenities to be provided.
11. Bank: Provide plumbing and piping for a typical bank (restrooms, break room).
12. Restaurant: A range of plumbing costs should be allowed for. This study utilized
the higher cost column from 2011 Mean’s Cost estimating to allow for this.
Provide typical plumbing for a commercial kitchen, including grease traps, trench
drains, plumbing fixtures, drainage, and numerous rough-ins and connections to
commercial kitchen appliances.
13. Coffeeshop/Deli: a Cost factor of 90% of the above costs for restaurants was
utilized in the cost estimating to allow for less plumbing requirements than a
restaurant.
14. Housing: Condo and loft plumbing shall be provided. Plumbing shall be
consistent with requirements for apartments and condominium development.
15. Offices: Provide typical plumbing for private office space, including restrooms,
conference room hospitality, and break rooms.
16. Parking: Storm drain system consistent with the parking requirements. Storm
water is directed clear to grade (river).
C. FIRE PROTECTION AND DOMESTIC WATER MAIN:
1. The existing fire protection assemblies are located on the south wall of building
A. The fire protection service takes up a large portion of this exposure and
resides in an area that is more desirable for occupied space. Hence it is
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assumed that the service will be moved and the existing services coming into the
building will be capped. There are four water lines entering Building A.
2. New fire service is estimated to enter Building B basement from City of Hastings
water service on Second Street. The fire service shall be a dedicated fire main,
possibly 8” pipe size. Building B basement shall house the new fire assembly.
Location of fire department connection to be determined and most likely shall be
at Second Street.
3. New dedicated domestic water service shall also be brought into the basement
from City service on Second Street. Individual sub-metering is possible, with a
main meter at the project water main. Further discussions with the city will reveal
the desired meter options.
4. It is assumed the development will be fully sprinkled. The multi-level parking
ramp, if not connected to the building, may not need to be sprinkled. The opinion
of probable cost provided in this study assumes the ramp (Scenario A or B) is not
sprinkled.
III. ELECTRICAL
A. SERVICE AND DISTRIBUTION
1. The service is estimated at 3000A, 480V, 3 phase 4 wire. The service
transformer and primary feeder will be by the utility. The main electrical room and
main distribution gear shall be located in the basement in the vicinity of the utility
transformer.
2. Individual space types in the building will be separately metered. For instance
one meter is required for the restaurant, one for the gallery, one for each condo,
multiple meters for office space, etc. Some meters can be consolidated as
directed by building developer. Meters shall be ganged in a custom enclosure at
the exterior of the building.
3. Feeders and branch circuits will be primarily copper wiring in EMT conduit. Note
that due to the historical many areas will be exposed.
B. LIGHTING
1. Many areas are described as “boutique” or “destination” and as such the lighting
fixtures in retail spaces, restaurant, hotel/inn, banquet/conference, tourism, etc
shall be high end decorative, fitting a distinct style as selected by the architect.
2. Fluorescent strip fixtures with wire cage will be used in storage rooms, utility
rooms and enclosed Area D parking garage.
3. Linear and monopoint pendants will be used in office spaces.
4. A variety of dimmable LED track fixtures will be used in the art/gallery spaces.
5. The fixtures shall wherever practical be energy efficient.
6. Occupancy sensors will be utilized in private office spaces, conference rooms,
storage rooms, toilet rooms, etc.
7. Separate dimming control systems are required in the restaurant, retail,
banquet/conference room and gallery spaces.
8. Integral emergency batteries will be installed within standard fixtures where
possible, otherwise wall emergency lighting battery packs will be utilized.
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C. POWER AND LOW VOLTAGE
1. Power connections will be included for all equipment - cooking, HVAC, elevator,
accessible doors, etc.
2. The fire alarm system shall be addressable type with devices and wiring as
required by code.
3. Central phone, data, security and television services will be located in the
basement level. The low voltage services will branch out to individual tenant
spaces as required.
D. EXTERIOR PATIO AND ROOF DECK
1. The restaurant and/or hotel will extend to the exterior in the form of an on-grade
patio, and a roof deck on top of Area D.
2. The lighting for these areas will be high end decorative fitting a distinct style as
selected by the architect.
3. Power will be minimal but may include convenience receptacles, gas grill starters
and power for water features.
4. A complete sound system will be included for both the roof deck and the exterior
patio. A multimedia AV system including weatherproof projector will be required
for the roof deck.
E. PARKING STRUCTURE AND SURFACE LOTS
1. The new parking structure will include enclosed and gasketed fluorescent lighting
fixtures with cold weather ballasts. A separate service is required to the structure.
Power will be supplied for receptacles, access control, elevator and
miscellaneous equipment.
2. Surface lots will be provided with 15’ poles with 175W metal halide shoebox
heads, spaced to allow a minimum of one footcandle. The lighting heads will be
277V and will be fed from the Hudson Manufacturing Building.
IV. SUMMARY
A. Detailed opinion of estimated costs for the above systems can be found on the
attached estimate reports, and are summarized here:
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B. Note that the estimate of roof deck and exterior plaza costs are included in the
“scenarios”, whereas the estimate of parking structure and surface lot costs are
included in the “site schematics”.
C. The opinion of estimated costs is based on Means 2011, is in 2011 dollars and
includes contractor’s overhead and profit.
End of Report.
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APPENDIX D: COST ESTIMATIONS
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A/E Contact:Robert Claybaugh
A/E Commission No.:TBD
A/E Client:
Summary of Contents:
Documents Provided
Assumptions & Qualifications
Proposed Construction Schedule
CSI Division Cost Summary
Gross Area Summary
Take-Off Breakdown
Project Phase:
Concept Design Phase Budget Estimate
Date Prepared:Number of Pages:
Tuesday, October 18, 2011 Pages 1 - 2
Prepared By:PPM Project No.:
Douglas L. Holmberg, PE/CPE1120.106.ch.10.18.11
President, PPM, Inc.
Professional Project Management, Inc.
1858 East Shore Drive
St. Paul, MN 55109
(612) 919-4000 fax: (651) 774-0935
dougppm@gmail.com
Total Construction Budget
94,319$168.63$15,905,388$241.69$22,796,073
Scenario No. 2
Total Construction Budget
94,319$161.08$15,193,175$232.88$21,964,676
Scenario No. 3
Total Construction Budget
94,319$177.74$16,763,988$253.60$23,919,693
Site-Work Construction Scenarios
Site Schematic No. 1
Total Construction Budget
$6,305,952$9,106,084
Alternate No. 1 Total =
$4,523,796$6,608,740
Site Schematic No. 2
Total Construction Budget
$6,398,250$9,314,367
Alternate No. 1 Total =
$4,365,924$6,374,692
Site Schematic No. 3
Total Construction Budget
$464,943$607,472
Professional Project Management, Inc. cannot and does
not warrant or represent the accuracy of this budget
The above materials including budget estimate
format and budget cost information have been
developed by Professional Project Management, Inc.
All rights are reserved and no part of this document
may be reproduced and/or distributed without
the express permission in writing of Professional
Project Management, Inc.
APPENDIX E: PRO FORMA STUDY
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APPENDIX F: CASE STUDY, MIDTOWN EXCHANGE
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APPENDIX G: SITE MODEL IMAGERY
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APPENDIX H: PROJECT PERSONNEL
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