EXHIBIT 10.12.3
THIRD AMENDMENT TO LEASE
This Third Amendment to Lease, dated as of 12-22, 1997 (Third Amendment),
between Xxxx Recovery, LLC, a Minnesota limited liability company (Landlord) and
Recovery Engineering, Inc., a Minnesota Corporation (Tenant).
WITNESSETH, that:
WHEREAS, Landlord (or its predecessor in interest, Xxxx Companies US, Inc.)
and Tenant have entered into a Lease Agreement dated November 8, 1996; First
Amendment to Lease dated December 20, 1996; and Second Amendment to Lease dated
May 1, 1997 (Lease), whereby Landlord has leased to Tenant certain premises
located in the City of Brooklyn Park, County of Hennepin, State of Minnesota,
consisting of the Property, as such Property is defined in the Lease; and
WHEREAS, Tenant desires to exercise its option to expand the Property as
provided in Section 1.4 of Lease; and
NOW, THEREFORE, Landlord and Tenant desire and intend hereby to further
amend the Lease as specifically hereinafter set forth and provided:
1. Upon completion of the expanded Improvements, the Property shall be
deemed to consist of the area crosshatched on Exhibit A hereto,
together with the Improvements located thereon.
2. The additional Improvements shall be constructed by Landlord in a good
and workmanlike manner and in accordance with the plans and
specifications for the same identified on Exhibit attached hereto.
3. The Fixed Term of the Lease shall be extended and shall expire at
midnight on the last day of the one hundred twentieth full calendar
month following completion of the expanded Improvements.
4. Upon completion of the expanded Improvements and issuance of a
certificate of occupancy therefor, Basic Rent shall increase in
accordance with Section 1.4 of the Lease. The "lease constant", as
such term is used in Section 1.4 of the Lease, shall be 11.39%.
Landlord's best estimate of the capital costs to expand the
Improvements, as of the date of this Third Amendment, is attached
hereto as Exhibit C. Costs of the type described in Exhibit C hereto,
including development costs, interim interest and leasing fees, shall
be included in the "capital cost of the expansion", as such term is
used in Section 1.4 of the Lease.
5. Section 2 of Exhibit C is hereby deleted in its entirety and replaced
with the following: "FOR THE PERIOD FROM APRIL 1, 2002, THROUGH THE
LAST DAY OF THE FIXED TERM, MONTHLY BASIC RENT SHALL BE EQUAL TO 115%
OF THE MONTHLY BASIC RENT FOR THE MONTH OF MARCH, 2002".
6. Tenant shall have no further option to expand the Property or the
Improvements under this Lease.
7. Section 2.3 of the Lease is deleted in its entirety and replaced with
the following:
"SECTION 2.3 TAX INCREMENT BENEFITS. The Brooklyn Park Economic
Development Authority has issued to Landlord its Tax Increment Revenue
Note in the amount of $499,825; and in connection with the expansion
of the Improvements will issue to Landlord an additional Tax Increment
Revenue Note in the amount of $209,537 (together, the "Notes").
Provided Tenant is not in default hereunder, Landlord will pay to
Tenant all sums which are paid to Landlord pursuant to the Notes. Such
payments will be made to Tenant within seven (7) business days after
the payments pursuant to the Notes are received by Landlord. Tenant
will furnish to Landlord the space utilization information and the
payroll evidence and other information which the Landlord is required
to provide to the Brooklyn Park Economic Development Authority
pursuant to Section 3.6 and Section 4.4 of the Development Agreements
pursuant to which the Notes are issued."
8. The annual land option cost payable by Tenant pursuant to Section 1.3
of the Lease shall terminate upon substantial completion of the
Improvements.
9. Landlord will pay Xxxxx Real Estate Company a commission with respect
to this Third Amendment in the amount of $73,384, 50% of which will be
paid within 30 days after execution hereof and 50% of which shall be
paid upon initial occupancy of the expansion space.
EXCEPT as expressly amended or supplemented herein, the Lease shall remain
and continue in full force and effect in all respects.
THIS THIRD AMENDMENT is contingent upon its approval by the holder of the
Mortgage on the Property, NationsBank, N.A., as Trustee ("Mortgagee"). It is
understood and agreed that Mortgagee shall have no liability or obligation
whatsoever with respect to the expansion of the Improvements as provided herein.
IN WITNESS WHEREOF, this Third Amendment is hereby executed and delivered
effective as of the date and year first above written.
LANDLORD: XXXX RECOVERY, LLC
BY: /s/ XXXXXXX X. XXXXXXX
------------------------------
Its: V.P.
TENANT: RECOVERY ENGINEERING, INC.
BY: /s/ XXXXXXX X. XXXXXXXXX
------------------------------
Its: VP/CFO
CONSENT BY MORTGAGEE
The undersigned, being the holder of the Mortgage covering the Property
described in the foregoing Third Amendment to Lease, does hereby consent to the
foregoing Third Amendment to Lease and to the construction of the expansion of
the Improvements described therein.
Date: 1/5, 1998 ASB Capital Management, Inc. as successor Trustee
Security Trust Collective Investment Trust for
Employee Benefit Plans - The Real Estate Fund.
By: /s/ XXXXXXX XXXX
---------------------------------------------
Its: Managing Director
EXHIBIT B
OUTLINE SPECIFICATION FOR
THE DESIGN AND CONSTRUCTION OF
RECOVERY ENGINEERING, INC.
PHASE II
BROOKLYN PARK, MINNESOTA
PREPARED BY:
XXXX COMPANIES US, INC.
NOVEMBER 11, 1997
TABLE OF CONTENTS
01000 GENERAL CONDITIONS.......................................................1
02000 SITEWORK.................................................................3
03000 CONCRETE.................................................................4
04000 MASONRY..................................................................4
05000 METALS...................................................................4
06000 CARPENTRY AND MILLWORK...................................................5
07000 THERMAL AND MOISTURE PROTECTION..........................................5
08000 DOORS AND WINDOWS........................................................6
09000 FINISHES.................................................................6
10000 SPECIALTIES..............................................................7
11000 EQUIPMENT................................................................8
14000 CONVEYING SYSTEMS........................................................8
15000 MECHANICAL...............................................................8
16000 ELECTRICAL..............................................................10
QUALIFICATIONS................................................................19
LIST OF EXHIBITS..............................................................20
EXHIBIT #1 ROOM FINISH SCHEDULE.....................................21
01000 GENERAL CONDITIONS
1. INTENT: This outline specification and the preliminary drawings outline
the general scope of work for the design and construction of a 87,382
square foot gross area (approximate) addition to the manufacturing
facility for Recovery Engineering, Inc. ("Tenant") in Brooklyn Park,
Minnesota. Design/Builder shall provide all design, supervision, labor,
materials, equipment, and general requirements necessary for the
complete and timely construction of the project specified herein.
2. DESIGN:
A. Architecture & Engineering: Design/Builder shall prepare a
complete set of working drawings and specifications in
accordance with these outline documents, applicable building
codes and zoning requirements, and the requirements of Tenant.
Additions or deletions to the scope of work incorporated into
the final drawings and specifications at the direction of
Tenant will result in an appropriate adjustment to the
contract price.
B. Interior Design: As a part of this proposal, Design/Builder
shall provide basic interior design services for this project.
This service shall be limited to providing overall floor plans
and selection of interior finish materials. Additional
interior design services available from Design/Builder on a
fee basis include:
1) Space Planning of Moveable Office Work Stations
2) Design of Custom Furniture, Millwork and Fixtures
3) Selection of Furnishings, Artwork and Accessories
4) Inventory Existing Furniture and Equipment
3. SUPERVISION:
A. PROJECT MANAGER: Design/Builder shall assign a Project Manager
to this project who shall be responsible for the complete
execution of all work. The Project Manager's responsibilities
shall include interfacing the project as required with Tenant
throughout the entire design and construction process,
obtaining the required building permits, and managing the
construction process through completion of the project.
B. SUPERINTENDENT: Design/Builder shall assign a Superintendent
to this project who shall be responsible for the supervision
of all field construction in progress. The Superintendent's
responsibilities shall include the scheduling and direct
supervision of field construction forces, interfacing as
required with Building Inspection officials, and ensuring
compliance of work in place with drawings and specifications.
4. CONSTRUCTION SCHEDULE: Design/Builder shall prepare a progress schedule
for the project. This schedule shall indicate the dates for starting
and completion of the various stages of construction, and shall be
updated on a regular basis to reflect the actual progress of the work.
This proposal is based on a six (6) month construction schedule with
building turnover scheduled for April 1998 and sitework to be completed
by July 9, 1998, unless prohibited by weather related circumstances.
5. TEMPORARY CONSTRUCTION: Design/Builder shall provide all required
temporary construction, temporary facilities and temporary utilities
required to complete project construction including heated
weather-tight enclosures, temporary roadways and parking areas, erosion
control structures, material storage areas, enclosures for tools and
other equipment, a heated and air conditioned field office, temporary
utility services for construction usage, and temporary toilet
facilities as required.
6. CLEAN-UP: Design/Builder shall be responsible for construction trash
removal services and shall at all times keep the building and site free
from accumulation of debris. Upon completion, the building shall be
turned over to Tenant in a "broom clean" condition.
7. WARRANTY: Design/Builder warrants that all materials and equipment
shall be new unless otherwise specified, and shall be free from defects
for a period of one year from the date of substantial completion of the
work. Any extended warranties obtained from suppliers or subcontractors
shall be passed on to the Tenant.
8. INSURANCE: Design/Builder shall maintain Workmen's Compensation
Insurance, Comprehensive Public Liability Insurance, and Builder's Risk
Insurance, "All Risk" form, for this project for the duration of the
work. Deductible losses shall be the responsibility of the
Design/Builder.
9. QUALITY ASSURANCE: Design/Builder shall prepare and implement a Quality
Assurance program for this project. The Quality Assurance program shall
include Independent Agency testing and observation of soils, bituminous
paving, and cast in place concrete, as well as inspection of work in
progress by project designers. The Tenant will have the right to
perform inspections and independent tests at any time.
10. ITEMS FURNISHED BY THE DESIGN/BUILDER: The following items shall be
furnished by Design/Builder.
A. PROPERTY SURVEY: Design/Builder shall retain a registered land
surveyor to prepare a survey for the proposed site. The survey
shall include the property legal description, site boundaries,
easements, existing utility locations and elevations, existing
structures and trees, lines and grades of adjoining streets
and alleys, horizontal control and elevation reference points,
and site topography. The Design/Builder will provide title
information to the surveyor with respect to any restrictions
that may affect project design or construction.
B. SOIL REPORT: Design/Builder shall retain an independent
testing agency to perform subsurface exploration (soil
borings) and prepare an engineered foundation report (Soil
Report) for the proposed project. Building design and site
preparation shall conform to the requirements of the Soil
Report. Field conditions encountered that are substantially
different form those described in the Soil Report will result
in an equitable adjustment to the Contract Price.
C. HAZARDOUS MATERIALS REPORTS: When there is reason to suspect
the presence of hazardous materials on the site or within an
existing structure, or when such materials are discovered
during construction, the Design/Builder will retain an
independent testing agency to perform investigation and
testing and to prepare a Hazardous Materials Report.
11. PERMITS AND FEES: Design/Builder shall pay for all required building
permits necessary for the construction of the project. S.A.C. and
W.A.C. charges will be paid by the Design/Builder.
12. BONDS:
A. PERFORMANCE AND PAYMENT BOND: Not required or included.
B. SITE IMPROVEMENT AND LANDSCAPING BONDS: The Tenant will
provide any site improvement or landscaping bonds required by
the local governmental authority. Design/Builder shall assist
the Tenant in preparing any required documentation for the
bonds.
13. RECORD DOCUMENTS: Upon completion of the project, Design/Builder shall
provide the Tenant with a complete set of record documents including
record drawings, a list of Subcontractors used on the project,
manufacturer's warranties, operation and maintenance manuals for major
pieces of equipment, and instruction manuals when appropriate for
building systems.
02000 SITEWORK
1. EARTHWORK: The Design/Builder shall provide all required site clearing,
mass excavation and filling, structural excavation and backfill and
fine grading as required for the proposed building structure, paved
areas, and proper site drainage.
Topsoil shall be stockpiled during construction from on-site materials
and spread over disturbed areas to be landscaped with sod, seed or
other plant materials. All excess soil materials shall remain on site.
2. UTILITIES: The Design/Builder shall provide on-site utility work
required for connection to utility services, contingent upon adequate
utility services located immediately adjacent to the site. Fees imposed
by serving utility companies for the installation of on-site electrical
or gas mains shall be paid by the Design/Builder.
A. SANITARY SEWER: Sanitary sewer service shall be provided
complete including connection to the sewer main in the street
and an on-site sewer main to the building.
B. WATER: Water service shall be provided to the new addition for
domestic water and fire protection systems complete from the
existing building service inside the building. Extension to
the existing on-site water main with necessary fire hydrants
is also included. In addition, water mains and fire hydrants
shall be provided for fire service as required by the local
Fire Xxxxxxxx.
C. STORM DRAINAGE: Provisions shall be made for the proper
drainage of storm water from roof, parking, drive and
landscaped areas. Surface drainage shall be utilized wherever
possible.
D. ELECTRICAL: A new 800 electrical service to the new addition
shall be provided from the existing switch gear.
E. GAS: Gas service to the new addition shall be by extending the
existing service to the new addition.
F. TELEPHONE: Telephone service to the building shall be provided
by tenant from existing building.
3. LANDSCAPING: Site landscaping shall be designed and installed in
accordance with the requirements of the City of Brooklyn Park and as
approved by Tenant. All seeding, sodding, imported topsoil, trees,
mulch, edging, shrubbery, retaining walls and any other landscaping or
irrigation systems required by the final landscaping design is
included.
4. BITUMINOUS AND CONCRETE PAVING: Bituminous and concrete paving shall be
provided complete including curb cuts and driveways as indicated on the
site plan.
Paved areas will be designed to meet the Geotechnical Engineer's
recommendations.
Concrete dolly pads shall be provided as indicated on site plan and
shall consist of 6" granular base and 8" of 4000 PSI air entrained
concrete reinforced with welded wire mesh
Cast in place concrete curb and gutter shall be provided at the
perimeter of all paved parking and drive areas.
Parking area striping and traffic markings shall be provided as
indicated on the drawings.
03000 CONCRETE
1. CONCRETE FOUNDATIONS: Concrete foundations shall be spread footings
consisting of strip footings, pads, piers, and cast in place walls
constructed with concrete and reinforcing steel as required by the
final structural design.
A poured concrete foundation wall will be provided for current truck
docks.
2. CONCRETE SLABS: Office area slab on grade shall consist of 4" thick
4,000 P.S.I. unreinforced concrete cast in place on a granular base.
Warehouse area floors shall consist of 5" 4000 P.S.I. concrete
reinforced with fiber mesh, cast in place on a granular base.
Smooth dowel connections shall be provided at slab on grade
construction joints. Sawcut control joints shall be provided for the
control of shrinkage cracking. Warehouse and manufacturing area aisle
floor control joints shall be filled with semirigid joint filler.
Concrete slabs shall be treated with liquid applied curing compound.
3. PRECAST CONCRETE: Exterior warehouse area walls shall be 12" thick,
insulated, precast concrete panels with a raked exterior finish to
match existing.
4. SIDEWALKS: Sidewalks shall be constructed with 4000 P.S.I., air
entrained, unreinforced concrete. Sidewalks shall be broom finished
unless indicated otherwise on the drawings.
04000 MASONRY
1. CONCRETE BLOCK: 8" CMU will be used at stoop foundations.
05000 METALS
1. STRUCTURAL STEEL: The structural framing system for the building shall
consist of steel columns, beams or truss girders, bar joists, and metal
roof deck, with column locations as indicated on the drawings.
A minimum clear height of 24' feet shall be provided under the steel
structure in warehouse areas. Bay spacing will be 40' x 40'. The
building structural system shall be designed to accommodate a future
building expansion, as indicated on the drawings. No draft curtains are
included.
Metal deck and structural steel will be factory primed xxxx.
2. MISCELLANEOUS METALS: Steel tread dock stairs, overhead door plates and
concrete filled pipe bollards shall be provided as indicated on the
drawings.
06000 CARPENTRY AND MILLWORK
1. MILLWORK: Bathroom vanities, window xxxxx, base cabinets, wall cabinets
and counters as shown on drawings at vending area and one conference
room.
2. MISCELLANEOUS CARPENTRY: Roof cants, curbs, and other miscellaneous
blocking shall be provided for items indicated on the drawings.
07000 THERMAL AND MOISTURE PROTECTION
1. BUILDING INSULATION: The overall building thermal envelope shall
conform to the requirements of the Minnesota Energy Code.
A. EXTERIOR PRECAST WALLS: Exterior Precast wall panels shall
include 2-1/2" of expanded polystyrene insulation to provide
an approximate overall R value of 12.
B. PERIMETER SUBGRADE WALLS: Perimeter masonry or concrete
subgrade foundation walls shall be insulated from top of
footing (or frost line) to bottom of slab with 2" of extruded
polystyrene insulation applied to the inside face of the wall.
C. ROOF INSULATION: Roof areas shall be insulated with rigid
insulation installed over metal deck to provide an approximate
overall R value of 22.
2. ROOFING SYSTEM: The roofing system shall consist of a single-ply, 45
mil, ballasted EPDM membrane over rigid insulation. Roof edge fascia
and other visible flashings shall be prefinished metal. Roof areas
shall drain to exterior downspouts and interior roof drains. Roof slope
will be designed to accommodate future expansion. Roof water will not
drain onto truck dock area. The roofing system shall be guaranteed free
from defects for a period of 10 years by the roofing system
manufacturer. Roof slope shall be designed to accommodate future
expansion.
Roof access is provided from existing building.
08000 DOORS AND WINDOWS
1. PEDESTRIAN DOORS: Office area doors shall consist of wood doors set in
hollow metal frames. Warehouse area doors shall be flush hollow metal
doors set in hollow metal frames.
X. XXXX DOORS: Wood doors shall be 7'-0, solid core wood, with
stained and sealed, premium grade, plain sliced oak veneer.
B. BIFOLD DOOR: Bifold doors shall be solid core wood, with
stained and sealed, premium grade, plain sliced oak veneer,
mounted on overhead track.
C. HOLLOW METAL DOORS: Hollow metal doors shall be 3'-0" x 7'-0",
flush face panel design. Exterior hollow metal doors shall be
insulated and weatherstripped. Hollow metal doors shall be
painted.
D. HOLLOW METAL FRAMES: Wood doors, hollow metal doors, and
interior glazing shall be set in 2" painted hollow metal
frames.
E. FINISH HARDWARE: Door hardware shall be manufactured by
Schlage, Yale, Xxxxxx or equal commercial grade, US10 finish,
with its function appropriate for its intended usage. The
keying system shall allow doors to be keyed alike within a
given area and tied into a building master.
2. OVERHEAD DOORS: Overhead doors shall be insulated steel sectional doors
with high lift track and, weatherstripping. 14' x 16' overhead door
shall have motor operation. 8' x 9' overhead door shall be manually
operated.
3. WINDOW SYSTEM: Windows shall be 1" thick, blue tinted thermal panes set
in anodized aluminum frames with a thermal-break design. Areas behind
glass spandrel sections shall be insulated.
Entrance door frame finish shall match window framing system. Aluminum
thresholds shall be provided for exterior doors. Panic devices shall be
provided at entrance doors where required by code.
Interior glazed openings shall be 1/4" clear glass set in hollow metal
frames. Framed mirrors shall be provided above toilet room vanities.
09000 FINISHES
1. BUILDING FINISHES: Building interior finishes shall be provided as
indicated in the Room Finish Schedule at the end of this Outline
Specification.
Production Area walls shall not be painted.
Building exterior finishes shall consist of painted raked precast
concrete with aluminum window applications as indicated on the
elevation drawings and prefinished sheet metal flashings.
2. OFFICE AREA PARTITIONS: Office area partitions shall be constructed
with steel studs 24" on center and 5/8" gypsum wallboard. All
conference rooms, Training Room, restrooms, lunch room and all walls
separating office function from manufacturing production areas will
receive acoustical insulation.
3. ACOUSTICAL CEILINGS: Ceilings shall be exposed 1" grid system with lay
in ceiling board units. Units shall be 24" x 48", standard ceiling
tile.
4. CARPETING: Carpet shall be installed by the direct glue method with an
allowance of $15.00 per square yard of floor area, total installed
cost.
5. FLOOR TILE AND BASE: Vinyl composition floor tile shall be 12" x 12" x
1/8" tiles adhesive applied to concrete floors. Base shall be 4" high,
vinyl base adhesive applied to walls with coved profile at hard surface
floors and straight profile at carpet.
6. CERAMIC AND QUARRY TILE: Ceramic and quarry tile shall be set by the
thin-set method. Ceramic wall tile shall be 4" x 4" x 1/4", and ceramic
floor tile shall be 2" x 2" x 1/4". Coved base shall be provided at the
perimeter of ceramic tile floors. Quarry tile shall be 6" x 6" x 1/2"
with bullnose edges and coved base. Sizes indicated are nominal.
7. PAINTING AND WALLCOVERING: Wood doors and other finished hardwood
materials shall be stained, sealed and varnished. Door frames, metal
doors, and miscellaneous metals shall be painted unless provided with
factory finish.
All interior walls shall be painted as indicated on Room Finish
Schedule.
Exposed exterior wood, ferrous metals and equipment shall be painted,
unless provided with a factory applied finish. Paint materials and
coverage shall be acceptable for each application and exposure.
10000 SPECIALTIES
1. TOILET PARTITIONS AND ACCESSORIES: Toilet partitions shall be floor
mounted metal partitions with baked enamel finish complete with door,
latch, rubber stop and coat hook at each stall. Matching screens shall
be provided between urinals. The following accessories shall be
provided:
A. Toilet Tissue Dispenser: One at each toilet stall.
B. Paper Towel Dispenser: One per lavatory, maximum of two per
toilet room.
C. Soap Dispenser: One at each lavatory.
D. Grab Bars: As required by handicapped code.
E. Feminine Napkin Receptacles: One at each women's toilet stall.
F. Feminine Napkin Dispensers: One at each women's toilet room.
2. FIRE EXTINGUISHERS: Fire extinguishers shall be provided as required by
local fire codes. Fire extinguishers shall be housed in painted metal
cabinets in finished areas, and surface mounted in unfinished areas.
3. SIGNS: Code required building and site signs shall be provided
including toilet room signs, handicapped parking signs and traffic
control signs.
4. LOCKERS: Are not included.
5. ENTRANCE MAT: Recessed mat by 3M Products included.
6. BLINDS: Are not included.
11000 EQUIPMENT
1. DOCK LEVELERS: Dock levelers shall be manual 6'-6" x 8'-0", Capacity C,
12,000 lb. gross loads with Safe-T-Lip to match existing. Also included
are bumpers, 8' x 9' dock pads with wear pleats and "C" style head
curtains and dock lights.
14000 CONVEYING SYSTEMS
not used
15000 MECHANICAL
1. PLUMBING: A complete plumbing system shall be provided, consisting of
sanitary waste and vent piping, hot and cold water piping and
commercial quality fixtures. Water closets shall be wall hung, flush
valve type. Urinals shall be wall hung, flush valve type. Lavatories
shall be countertop self rimming type. Half Xxxxxxx shall be floor set.
Electric water coolers and janitor receptors shall be provided as
required.
The roof area will receive a piped, interior roof drainage system that
ties directly into the storm drainage system. Above grade, horizontal
portions of the drain pipes shall be insulated. Provisions shall be
made for emergency overflow drainage of ponded roof water, in
accordance with building code requirements via roof scuppers.
Electric water heater shall supply hot water at 105 degrees. Hot water
piping shall be insulated. Stop valves shall be provided at each
fixture, and isolating valves shall be provided as required for an
easily serviceable system.
Roof Drainage
(6) 8" Roof drains.
Pack to Ship
(10) Soft Air Drops
Shipping
(10) Soft Air Drops
Office
(10) Water closets
(10) Lavatories
(4) Urinals
(5) Floor drains
(1) Half Xxxxxxx
(3) Two compartment stainless steel sinks
(2) Vending water stubs
(1) Dishwasher connection
(4) Air outlets at Training ceiling
(3) Electric water heaters
(1) Coffee water supply
Miscellaneous
Domestic water supply tied in at existing water meter.
Waste and vent piping schedule 40 PVC where allowed by code.
Water piping Type L copper.
Roof drainage piping No Hub schedule 40 PVC
Air piping Press Fit.
Compressed air tied to existing system.
(2) Outside frost proof hose bibs.
New water softener serving Addition.
2. HEATING, VENTILATION, AND AIR CONDITIONING: A complete mechanical
system shall be provided throughout the facility to accomplish heating,
ventilation, and air conditioning in the office, manufacturing and
warehouse areas.
Office areas shall be heated, cooled and ventilated to normal office
conditions in accordance with ASHRAE design standards by means of roof
mounted packaged mechanical units. Temperature control shall be by
means of wall mounted thermostats.
Supply air shall be distributed by means of overhead ductwork and
ceiling diffusers. Slot diffusers are included at perimeter of open
area. Return air shall be accomplished by means of free air movement
through the ceiling plenum. Separate zones of control shall be provided
where required by variances in occupancies and exposures. A wall
mounted electric cabinet unit heater shall provide supplementary heat
at the entrance vestibule.
Open Office Area, Conference Rooms, Office Rooms
(3) Heating/cooling roof tops totaling 20 tons
Perimeterzones with linear slot diffusers, interior zones
with lay-ins (plenum ceilings through out)
(2) Toilet exhausts as required per code
(2) Thermo diffusers and exhaust fans at conference rooms
Lunch Room
(1) 10 Ton heating/cooling roof top plenum return
(1) 5 Ton heating/cooling roof top plenum return
(1) P.R.V. For Ventilation
Entrance Vestibule
(1) 4 kw electric wall heater
Training Room
(1) 10 Ton heating/cooling roof top with plenum return.
Focus Factory
(2) Wall air conditioners with fan
Main Manufacturing/Warehouse Area (Sized for Additional 100 People)
(173)
(6) 12 1/2 Ton heating/cooling roof tops with concentric drops
(75 Tons).
(12) De-stratification fans by Electrician.
(3) Smoke evacuation fans. 30,000 CFM each.
(5) 54" x 84" louvers/dampers
(1) Relocated louver
Docks Shipping Area
(3) Gas Fired Unit Heaters
Energy Management System
(1) Direct digital control unit connected to 13 RTU's with
expansion space for existing building systems. Hookup to
existing building equipment not included.
General Inclusions
All roof tops to be furnished with economizer.
Thermostat with auto change over subbases
3. FIRE PROTECTION SPRINKLER SYSTEM: A complete wet automatic fire
protection system shall be provided for the facility in accordance with
the requirements of applicable codes, NFPA standards, and the local
Fire Xxxxxxxx. This system is based on connection to existing fire pump
and water supply.
An ESFR Fire Protection System will be designed for Class IV
commodities per NFPA 231C at warehouse manufacturing areas. The balance
of the building will receive a light hazard system. In-rack sprinkler
systems are not included.
Conventional chrome plated semirecessed sprinkler heads shall be
provided for the office areas and other finished spaces, and upright
brass sprinkler heads shall be furnished in areas without a suspended
acoustical ceiling.
Per local Fire Xxxxxxxx, fire protection at telephone and computer
rooms are not required. Therefore, no fire protection is included in
these areas.
16000 ELECTRICAL
Basic Materials and Methods
1. CONDUIT INSTALLATION
A. All building wiring shall be installed in rigid steel conduit,
IMC, EMT, flexible metallic conduit (greenfield) or PVC, as
allowed by NEC. Routing of conduits shall be as required by
job conditions.
B. Steel conduit, tubing and fittings shall be galvanized or
sheradized. Connectors and couplings shall be galvanized steel
or compression type; indented type fittings will NOT be
acceptable. Couplings used in connections to equipment of
rigid conduit shall be with a locknut and bushing or threaded
hubs.
C. The installations of conduits or pullboxes for electrical
feeders shall be adjusted before installation to avoid
conflicts between the locations of conduit runs, piping and
ductwork. In general, large pipe mains and air duct shall be
given priority in available space. Conduit runs shall be
installed so as to maintain, wherever practical, a minimum
separation of three inches (3") from water and waste piping.
D. Pull boxes sized in compliance with code requirements shall be
provided where necessary for pulling wires.
E. Where conduit runs terminate at a motor, transformer, control
device or other rotating or vibrating equipment, furnish and
install a short piece of flexible sealtite between the motor
and the conduit or outlet box.
F. Installation Requirements:
1. Conduits shall not be installed in steel reinforced
concrete joists, beams or columns without the
approval of the Structural Engineer, except that 1/2"
and 3/4" conduits in columns for switches and
receptacles may be installed where shown on the
drawings.
2. All conduits shall be concealed in the building
construction wherever possible. Exposed conduits
shall be installed in a workmanlike manner parallel
with or at right angles to walls, ceilings or
structural members. Where required by the building
construction, furnish and install conduit with
expansion fittings.
3. All conduits installed in outside walls, concrete
slabs on grade, or below slabs shall be rigid PVC
type.
4. Provide an appropriately sized conduit seal for all
conduits passing through exterior walls below grade.
2. WIRES AND CABLES
A. All wire and cable furnished and installed under this contract
shall be new and of the best quality and of size, type and
numbers shown on the plans or required. Conductors shall be
soft annealed copper conforming to conductivity and in all
other respects, to the requirements of the ASTM. Unless
otherwise stated, wire shall be rated at 600 volts. Wire sizes
indicated are for copper conductors. Feeder wire shall be
aluminum.
B. All feeders and motor wiring should be type THW, THHN or THWN.
Branch circuit wiring shall be type TW, THW or THHN. No wire
smaller than #14 shall be used, unless otherwise noted, and
all #8 and larger shall be stranded.
C. No wires shall be drawn into conduit until all work of a
nature which may cause injury is completed. Mechanical wire
pulling apparatus may be used only on conductors larger than
#4 AWG, provided sufficient lubricating compound is used and
conduit is so arranged as to hold possibility or injuring
insulation to an absolute minimum. No grease, oil or
lubricants other than approved wire pulling compounds shall be
used to facilitate the pulling in of wires. Feeders shall be
run their entire length in continuos pieces, without joints or
splices, in so far as practical.
D. Wire shall meet or exceed IPECA-NEMA applicable requirements.
E. For conductors #8 AWG and larger, cable connector shall be of
"color keyed compression type". Smaller conductors shall use
"Scotchlock" brand by Minnesota Mining & Manufacturing Company
(3M), Ideal Industries, Inc., or equivalent.
F. Color Coding:
All service, feeder and branch circuit conductors throughout
the project shall be color coded. The following is the
suggested color code:
208/120 Volts Phase 277/480 Volts
-----------------------------------------------------------
Black A Xxxxx
Red B Orange
Blue C Yellow
White Neutral Gray
Green Ground Green
G. Aluminum Conductors:
Feeder wire shall be aluminum.
H. Armored cable (MC/BX) may be used for branch circuit wiring
where allowed by Code.
3. WIRING DEVICES AND COVERING PLATES
A. Switches for all incandescent and fluorescent lamp loads shall
be rated for 15 amperes, 120/277 volt, AC, Underwriters'
approved specification grade.
B. Receptacles for general uses shall be duplex, grounding type,
rated 15 or 20 amperes, 120/277 volts, specification grade.
C. Coverplates shall be smooth plastic.
D. Provide GFI duplex receptacle in each toilet and on each
mechanical rooftop unit.
E. Office Areas:
1. Duplex convenience outlets shall be provided at walls
within the office area.
2. Provide dedicated feeder to serve tenant's computer
equipment.
3. Provide wiring devices as indicated in building area
requirement worksheets.
F. Warehouse and Production Shop Areas:
1. Provide a duplex outlet at the interior face of
exterior walls adjacent to each truck dock door for
dock lights.
4. ELECTRIC SERVICE TO THE BUILDING
A. The electrical service shall consist of a 800 Amp, 277/480
Volt, 3-phase, 4-wire service, extended from existing switch
gear in existing building.
B. This Contractor is responsible for all notifications to and
coordination with the electrical utility company and shall
provide all labor and material not furnished by the utility
company. General Contractor to pay all utility charges.
5. ELECTRICAL DISTRIBUTION
A. The electrical distribution in the building shall be as
required to provide power for the mechanical systems and other
various systems.
X. Xxxxxxx shall be of copper or electrical grade aluminum and
shall be formed and braced to withstand the effect of the
available fault current. Copper bussing shall be silver plated
at joints, and be properly connected with bolts and lock
washers. Aluminum bussing shall be tin plated, full length and
shall have all joints made by welding or use of bolts and
double Belleville washers properly tightened.
C. A continuous ground bus shall be provided to all sections of
the switchboard and all non-current carrying parts of the
switchboard shall be solidly connected to this ground bus.
D. All lugs for cable or bus connections shall be positive
pressure bolted clamp type for copper or shall be Burndy
"Hy-Press" type and Belleville washer for aluminum cable
terminal lugs.
E. Switchboards shall be constructed to meet all requirements for
indoor NEMA classified equipment.
F. The General Contractor shall furnish and install a concrete
housekeeping pad for all floor mounted equipment. The pad
shall be 4" high and sized to extend 4" beyond the equipment.
6. CIRCUIT BREAKER LIGHTING AND MISCELLANEOUS POWER PANELBOARDS AND
CABINETS
A. Cabinets shall be constructed by Code gauge steel. They shall
be equipped with steel trim with hinged doors, and latches.
B. Panelboards mounting, flush or surface, shall be as required.
Surface mounted cabinets shall be finished in light xxxx
enamel. Fronts of flush cabinets shall be provided with a
finish of light xxxx enamel.
C. Main capacity shall be not less than the rating of the
over-current protective device for the feeder. All bus shall
be plated.
D. Each cabinet shall be with a clear plastic covered
type-written directory of circuits. The directory shall be
mounted in a card holder attached to the inside of the door.
E. Provide branch circuit breakers as required.
F. Panelboard shall be dead-front, safety type, equipped with
circuit breakers as herein specified.
G. All panels shall be by the same manufacturer.
H. Circuit breaker panelboards for 120/208 volt services shall be
listed by Underwriter's Laboratories and bear the UL Label.
7. GROUNDING
A. Safety switches shall be rated for system voltage, and where
required, shall be equipped with cartridge fuses.
B. Safety switches shall be NEMA general.
8. FUSES
A. Provide all fuses as required. Fuses shall be rated for
voltage applied, non- renewable, dual elements, cartridge
type, unless otherwise noted.
9. DRY TYPE TRANSFORMERS
A. Furnish and install dry type transformers to provide 120/208
volt, 3-phase, 4-wire power as required.
B. Transformers shall utilize a Class H insulation and shall
comply and must be tested in accordance with the requirements
of NEMA, ASA and AIEE standards. Transformers shall have
ventilated enclosures for natural draft cooling and designed
for indoor installation.
C. Transformers shall have universal voltage taps; (4) 2-1/2%
below normal and (2) 2% above normal.
10. EMERGENCY LIGHTING
A. Provide exit lights and emergency egress lights to meet Life
Safety Codes.
11. EXTERIOR LIGHTING
A. Provide metal halide wall-pack light fixtures on building
perimeter for car and truck parking.
B. Provide metal halide downlights at main entrance exterior.
C. Provide metal halide wall pack light fixtures at exit doors.
12. INTERIOR LIGHTING
1. Provide lighting as specified.
2. 2x4 fluorescent troffers with 18-cell parabolic louvers shall
be used in office.
3. All fluorescent lights will have electronic ballasts and
octron lamps.
4. Provide lighting controls as indicated in building area
requirement worksheets.
5. Provide metal halide lights at warehouse and manufacturing
13. FIRE ALARM SYSTEM
A. Provide a fire alarm connections to tamper and flow switches,
plus the exterior fire xxxx.
14. MOTORS AND EQUIPMENT
A. Provide connection to all mechanical.
B. Provide disconnect switches for all equipment as required.
C. Install all electric heating equipment provided by mechanical
contractor and make final equipment connections.
D. All interlock and temperature control wiring by mechanical
contractor.
15. ELECTRICAL ITEMS INCLUDED:
A. POWER DISTRIBUTION
SERVICE
800 amp 277/480 volt 3 phase 4 wire electrical service
extended from existing switchgear in existing electrical room.
OFFICE
(1) 225 amp 277/480 volt 3 phase 4 wire lighting panelboard
(2) 200 amp 120/208 volt 3 phase 4 wire power panelboards
(1) 75 KVA transformer
PRODUCTION
(1) 600 amp 120/208 3 phase 4 wire disturibution panelboard
(1) 200 amp 120/208 volt 3 phase 4 wire general power
panelboard
(1) 200 amp 120/208 volt 3 phase 4 wire pack to ship
panelboard
(1) 200 amp 120/208 volt 3 phase 4 wire battery charger
panelboard
(1) 225 KVA transformer
MECHANICAL
(1) 400 amp 277/480 volt 3 phase 4 wire panelboard
B. LIGHTING
OFFICE
(137) 2x4 parabolics
(40) 2x4 acrylic troffers
(6) 3' recessed fluorescent fixtures
(16) 4' recessed fluorescent fixtures
(6) 4' fluorescent strips
(8) battery back-up exit lights
(12) twin head emergency battery packs
(24) single pole switches
(12) three way switches
PRODUCTION
(136) 400 watt metal halide high bays
(2) 4' fluorescent strips
(9) battery back-up exit lights
(22) twin head emergency battery packs
(40) 4' fluorescent strip task lights
(5) single pole switches
High bays in production to be panel switched
EXTERIOR
(15) 150 watt metal halide wall packs
Automatic lighting control
C. GENERAL POWER
OFFICE
(54) duplex receptacles
(26) dedicated duplex receptacles
(6) GFI duplex receptacles
(9) furniture base feed connections
(1) dishwasher connection
PRODUCTION
(53) duplex receptacles
(2) 20 amp 208 volt hand lift charger receptacles
(4) 50 amp 208 volt fork lift charger receptacles
(19) 120 volt cord drops
(2) dedicated 20 amp 120 volt cord drops
(3) 20 amp 208 volt 3 phase cord drops
(2) 3 amp 208 volt 1 phase cord drops
(2) porta king connections
(1) overhead door operator
D. MECHANICAL EQUIPMENT
OFFICE
(2) 5 ton RTU's
(3) 7 1/2 ton RTU's
(1) 10 ton RTU
(1) 4 KW electric entry heater FBO
(4) fractional HP exhaust fans
(3) water heaters
(6) RTU GFI receptacles
(6) thermostats FBO
(12) duct smoke detectors FBO
(6) duct smoke detector remote indicating lights
PRODUCTION
(6) 12 1/2 ton RTU's
(3) unit heaters
(3) 5 HP smoke evac fans
(5) motorized wall louvers
(12) paddle fans
(1) 1/2 HP battery charger exhaust fan
(1) 1 KW electric heater FBO
(1) water heater
(1) water softener
(8) thermostats
(12) duct smoke detectors FBO
(6) RTU GFI receptacles
E. COMMUNICATIONS
OFFICE
(45) voice/data openings
F. SYSTEMS
(2) tamper and flow switch connections
G. MISCELLANEOUS
Temporary power for lighting, hand held tools, gas heaters
Engineered working drawings
Permits, fees, taxes
Specifically excluded are the following items:
Utility charges of any type
Mechanical motor starters
Communications wiring
ALLOWANCES
The following allowances shall be included for the total installed cost (labor,
material, freight, and taxes) of each item indicated unless specified otherwise:
1. Front Canopy: Allowance of $10,000 for footings, steel, roofing and
finishes.
2. Carpet: Allowance of $15.00 per square yard of carpeted floor area.
Allowance covers the total installed cost (carpet, pad, labor,
adhesives, etc.).
QUALIFICATIONS
The following items are not included in the scope of work proposed herein:
1. Kitchen equipment (refrigerator, microwave, vending equipment,
dishwasher, etc.).
2. Furniture design and selection.
3. Demountable partitions or open office landscape partitions.
4. On-site water storage facilities.
5. Telephone equipment, telephones or communication wiring.
6. Security systems.
7. In-rack fire protection system.
8. Computer system network wiring.
9. Paging system.
10. Racking.
11. Non-water fire protection.
LIST OF EXHIBITS
The following exhibits, together with this outline specification, form the basis
for this proposal:
1. Geotechnical Exploration, Recovery Engineering Development, 00xx Xxxxxx
Xxxxx, Xxxxxxxx Xxxx, Xxxxxxxxx, GME Project No. 6299, as performed by
GME Consultants, Inc. and dated July 31, 1996.
2. Project Drawings as follows:
ARCHITECTURAL
A0.1 Title Sheet 10/29/97
A2.1 Floor Plan 10/29/97
A6.1 Door Schedule 10/29/97
A6.2 Window Types, Door and Frame Types 10/29/97
A8.1 Exterior Elevations 10/29/97
A9.1 Wall Sections 10/29/97
A10.1 Roof Plan 10/29/97
A10.2 Roof Details 10/29/97
STRUCTURAL
S1 Foundation Plan 10/28/97
S2 Roof Framing Plan 10/28/97
S3 Sections and Details 10/28/97
S4 Sections and Details 10/28/97
CIVIL
Sheet 1 Cover Sheet 10/29/97
Sheet 2 Site Plan 10/29/97
Sheet 3 Grading, Drainage and Erosion 10/29/97
Control Plan
Sheet 4 Utility Plan 10/29/97
Sheet 5 Landscape Plan 10/29/97
Sheet 6 Landscape Details 10/29/97
Sheet 7 General Details 10/29/97
EXHIBIT #1 ROOM FINISH SCHEDULE
Date: November 11, 1997 RECOVERY ENGINEERING, INC - PHASE II
===============================================================================================================================
ROOM DESCRIPTION CEILING MATL/ WALL MATL/ WALL FINISH FLOOR MATL/ NOTES
CEILING HEIGHT WALL HEIGHT BASE
===============================================================================================================================
10'-0" H; acoustical gypsum board paint floor - carpet;
Open Office Areas ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Office (Vice Presidents, 10'-0" H; acoustical gypsum board paint floor - carpet; borrowed lights
Managers and Directors) ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Conference Rooms 10'-0" H; acoustical gypsum board paint floor - carpet; walls and ceilings
ceiling tile base - vinyl insulated
-------------------------------------------------------------------------------------------------------------------------------
Toilet - Office 8'-0" H; acoustical glazed ceramic glazed ceramic ceramic mosaic tile 4-8" wainscot
ceiling tile tile tile and paint floor; glazed ceramic
tile base
-------------------------------------------------------------------------------------------------------------------------------
Corridor 10'-0" H; acoustical gypsum board paint floor - vinyl tile
ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Literature Room 10'-0" H; acoustical gypsum board paint floor - vinyl tile
ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Lunch Room 10'-0" H; acoustical gypsum board paint floor - vinyl tile
ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Training Room 10'-0" H; acoustical gypsum board paint floor - vinyl tile
ceiling tile base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
UTility Rooms (Janitor, Exposed gypsum board paint floor - sealed
Mechanical, Electrical) concrete
base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Manufacturing/Warehouse Exposed factory gypsum paint at gypsum fl.- sealed concrete
Area primed structural board/precast board; exposed with J-17
steel precast base - vinyl
-------------------------------------------------------------------------------------------------------------------------------
Toilet - Manufacturing 8'-0" H; acoustical gypsum board FRP ceramic mosaic tile
ceiling tile floor; ceramic base
-------------------------------------------------------------------------------------------------------------------------------
EXHIBIT C
SUMMARY
---------------------------------------- ----------------
RECOVERY EXPANSION 12/19/1997
---------------------------------------- ----------------
SPACE TYPE SF COST PSF CONST. COST
------------------------------------
OFFICE/WHS 87,362 $43.64 3,812,478
OTHER 0 $0.00 0
OTHER 0 $0.00 0
OTHER 0 $0.00 0
OTHER 0 $0.00 0
OTHER 0 $0.00 0
OTHER 0 $0.00 0
OTHER 0 $0.00 0
------------------------------------
TOTAL 87,362 6 MONTH CONSTRUCTION PERIOD
CONSTRUCTION COST
SHELL @ SQ FT COST OF 43.64 3,812,478
SITE WORK ------
DESIGN & PERMITS 0.00 0
----------------------- 0.00 0
OWNER ALLOW. 0.00 0
ELEV. CHANGE 0.00 0
FEE 0.00 0
INTEREST CREDIT 0.00 (11,333)
-----------------------
TOTAL CONSTRUCTION COSTS 3,801,145
--------------- ----------
LAND 5.84 ACRES PSF @ 1.98 503,693
--------------- ----------
DEVELOPMENT COSTS
LEGAL 45,000
TITLE 34,836
FINANCING FEES 82,006
MISCELLANEOUS 30,000
TOTAL DEVELOPMENT COSTS 191,842
INTERIM INTEREST 115,996
CARRY 0
MARKETING 0
---------
DEVELOPER OH 0
---------
---------
DEVELOPMENT FEE 0
---------
TOTAL BASE BUILDING 4,612,675
LEASING FEES MONTH LEASE SQ FT ALLOW PER
STARTS SF
-----------------------------------------------
TENANT 1 1 87,362 0.84 73,384
TENANT 2 1 0 0.00 0
TENANT 3 1 0 0.00 0
TENANT 4 1 0 0.00 0
TENANT 5 1 0 0.00 0
TENANT 6 3 0 0.00 0
TENANT 7 5 0 0.00 0
TENANT 8 10 0 0.00 0
----------------------------------------------
TOTAL LEASING COSTS 73,384
TENANT IMPROVEMENTS SQ FT ALLOW PER SF
-------------------------------------------------
TENANT 1 87,362 0.00 0
TENANT 2 0 3.00 0
TENANT 3 0 0.00 0
TENANT 4 0 0.00 0
TENANT 5 0 0.00 0
TENANT 6 0 0.00 0
TENANT 7 0 0.00 0
TENANT 8 0 0.00 0
TOTAL TENANT IMPROVEMENTS 0
TOTAL TENANT COSTS 73,384
TOTAL PROJECT COSTS 53.64/SQ FT 4,686,060
==========
