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READ AND **REMOVE THIS PAGE **BEFORE PLACING

THE SPECIFICATION SECTION IN THE CONTRACT

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[DIVISION 17: SUPPLIES AND SERVICES]{.underline}

MODULAR BUILDING SPECIFICATION NO. 17702

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\* [NOTICE TO DESIGNER!!!]{.underline} \*

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\* 1. DO NOT USE THIS SPECIFICATION FOR MOBILE \*

\* HOMES. \*

\* \*

\* 2. DO NOT USE DIVISION 1 THRU 16 SPECIFICATIONS \*

\* WITH THIS SPECIFICATION. \*

\* \*

\* 3. CHECK WITH PROCUREMENT PERSONNEL FOR WORDING \*

\* ON THE FOLLOWING: \*

\* \*

\* Section E - Inspection \*

\* Section F - Delivery Schedule \*

\* Section G - Inspector/COR \*

\* Section H - Payment/Invoices \*

\* Section J - Drawings \*

\* \*

\* 4. BIDDERS LIST (INSTALLERS) SHOULD BE ACQUIRED \*

\* FROM DEALERS. \*

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\* 5. VERIFY THAT MANUFACTURER\'S WILL CUSTOMIZE. \*

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USE: This specification is for relocatable modular buildings.

**NOTES TO SPECIFIER:**

A. Options within paragraphs are identified by enclosure in brackets;
blank spaces enclosed by brackets \[\_\_\_\_\_\] provide for information
to be inserted, as appropriate, to individual projects.

B. **TO AVOID CONFLICTING REQUIREMENTS AND COSTLY MISTAKES,** the
specifier must edit (delete, substitute or add to the text). The
remaining paragraphs must be renumbered.

C. DELETE FOR FINAL COPY: Notes to the Specifier, located between lines
of asterisks; all \[brackets\], [underlining]{.underline}, **boldface**,
and *italics*, within the paragraphs; and this page. (Open Reveal Codes
\[alt F3\] to do this accurately.)

D. [To Edit "(Footer B)":]{.underline} (Corel 8). **ENTIRE FOOTER SHOULD
BE BOLDED.** Click in the footer and delete the "Project Name (ftr B)"
text and replace it with the **Name of the Project (upper and lower
case)**. Replace date with current MM/YY (WITHOUT BRACKETS).

E. The Guide Specifications are intended to be continuously reviewed and
revised. User's technical comments are appreciated. Also, other related
or similar specification that are written "from scratch" that could
benefit others, or other questions can be sent to NSTC A/E Group, ST
110, or call (303) 987-6868.

**DRAWING DATA REQUIRED:**

**REQUIRED SPEC MODIFICATIONS:**

[GENERAL NOTES]{.underline}

1\. Whenever entire articles, paragraphs or subparagraphs are not
applicable, the articles, paragraphs or subparagraphs should be deleted;
when necessary, reletter or renumber articles, paragraphs or
subparagraphs.

2\. THIS GUIDE IS NOT INTENDED AS A SUBSTITUTE FOR READING THE ENTIRE
SECTION.

[TECHNICAL NOTES]{.underline}

1\. C.1.1:  Select applicable words, insert gross floor space of modular
building.

2\. C.1.2: Insert BLM name of site, county and state where the product
is to be delivered.

3\. C.1.2.3: Select or add applicable references.

4\. C.1.4.2: Insert applicable dimensions.

5\. C.1.4.3: Insert design load requirements. Industry live load
standard for roofs is 20 psf, however 30 psf and 60 psf loadings are
available.

6\. C.1.4.4: Select desired roof slope.

7\. C.1.5.1: Insert number of days for receiving submittals. Normally
give the Contractor 15 working days. Select applicable wording and
insert number of copies of submittals required. Number of copies to be
retained by CO, and number of copies to be returned to the Contractor.
Normally 5 copies are required. Distribution after review is normally 1
copy to the COR, 2 copies to the Contractor, 1 copy to the inspector,
and 1 copy to the project file. Select type of submittals required and
edit accordingly.

8\. C.1.5.5: Insert number of days and select either calendar or
working. Normally allow 15 working days.

9\. C.2.1: Insert number of days and either calendar or working. Select
same type of days as selected for review of the submittals.

10\. C.2.3.2: Select applicable requirements.

11\. C.2.3.3: Select or insert applicable requirements. The floor
elevation should be in inches and the door designation should be a
direction (e.g. North, East, Southwest).

12\. C.2.3.4: Select applicable requirements.

13\. C.2.3.5: Select applicable requirements.

14\. C.2.3.6: Select finish and select or insert colors desired.

15\. C.2.3.7: Select finish and insert colors desired.

16\. C.2.3.8: Insert minimum R rating. Industry standard is R-19.

17\. C.2.3.9: Select applicable requirements.

18\. C.2.3.10: Select applicable requirements.

19\. C.2.3.12: Select and insert applicable requirements.

20\. C.2.3.14: Select and insert applicable requirements.

21\. C.2.3.16.b: Insert size and location of marker boards.

22\. C.2.3.17: Select type of cooling and heating desired. Edit
accordingly.

23\. C.2.3.18: Select applicable requirements.

24\. C.2.3.19: Select applicable requirements.

25\. C.2.3.19a: Select or insert applicable requirements.

26\. C.2.3.19h: Select or insert applicable requirements.

27\. C.2.4.2: Select applicable appliances and insert sizes required,
and insert/select color desired.

28\. C.2.4.3: Select applicable features desired.

29\. C.2.4.4: Select or insert desired requirements.

30\. C.2.4.5: Select or add description of where bedrooms are to be
located.

31\. C.2.4.6: Select and insert desired requirements.

32\. C.2.4.12: Select applicable requirements. Insert size of removable
panel.

33\. C.2.4.14: Select or insert applicable requirements.

**REVISIONS OF THIS SECTION:**

CSI format, editorial changes: 12/01

Metric:

Technical Update: 02/92

SECTION C - DESCRIPTION/SPECS./WORK STATEMENT

MODULAR BUILDING SPECIFICATION NO. 17702, Rev. 02-92

C.1.0 GENERAL:

C.1.1 Description of Work: \[Furnish\] \[and\] \[install\] a relocatable
modular building of not less than \[\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\] nor
more than \[\_\_\_\_\_\_\_\_\_\_\] ft^2^ gross floor space.

C.1.2 Location of Work: Work under this Contract is to be installed at
the \[\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\] in
\[\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\] County,
\[\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_\_.\] The work location is shown in
Section J of this Contract. The Contractor shall verify the exact
placement of the building, on the site with the Contracting Officer,
prior to delivery.

C.1.3 References:

C.1.3.1 Air Movement and Control Association, Inc.:

AMCA 210-74 Laboratory Methods of Testing Fans for Rating

C.1.3.2 American Gas Association:

AGA Z21.44-88 Gas-Fired Gravity and Fan Type Direct Vent Wall Furnaces

C.1.3.3 American National Standards Institute:

ANSI A 1562 Standard for Bored and Preassembled Locks and Latches

C.1.3.4 American Society for Testing and Materials:

ASTM A 570-90 Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural
Quality

ASTM B 117-90 Test Method for Salt Spray (Fog) Testing

ASTM D 870-87 Standard Practice for Testing Water Resistance of Coatings
Using Water Immersion

C.1.3.5 Federal Specification:

Fed. Spec. PPP-E-911D Excelsior, Wood, Fabricated Pads and Bulk Form

C.1.3.6 Federal Standard:

FS 795 Uniform Federal Accessibility Standards (UFAS)

C.1.3.7 International Association of Plumbing and Mechanical Officials:

UMC 1991 Uniform Mechanical Code

UPC 1991 Uniform Plumbing Code

C.1.3.8 International Conference of Building Officials:

UBC 1991 Uniform Building Code

C.1.3.9 National Fire Protection Association:

NFPA 54-88 National Fuel Gas Code

NFPA 70-90 National Electrical Code

C.1.3.10 Applicable State, and Local Codes:

C.1.4 System Description:

C.1.4.1 General: The building shall be a modular relocatable building
manufactured off-site in a plant. Basic structural system shall be
configured to resist the design loads and forces required by these
specifications. Modules must be able to be separated in the future
without removing wall coverings or drywall. Unit must be so designed as
to permit access to the bolts in the ceiling and the walls which join
the modules.

C.1.4.2 Dimensions: Each unit shall be constructed of \[\_\_\_\_\]
\[\_\_\_\_\] x \[\_\_\_\_\] ft. perimeter structures. When placed
together, the unit would measure \[\_\_\_\_\] x \[\_\_\_\_\] ft.

C.1.4.3 Design Loads: The following design loads shall be used:

a\. Roof Structure: Live load of \[\_\_\_\_\] psf.

b\. Floor Structure:

\(1\) Kitchen: Live load of \[\_\_\_\_\] psf

Concentrated load of \[\_\_\_\_\] lb

\(2\) Bathrooms: Live load of \[\_\_\_\_\] psf

\(3\) Bedrooms: Live load of \[\_\_\_\_\] psf

\(4\) Laundry Room: Live load of \[\_\_\_\_\]

\(5\) Training Room: Live load of \[\_\_\_\_\] psf

\(6\) Office: Live load of \[\_\_\_\_\] psf

Concentrated load of \[\_\_\_\_\] lb

\(7\) Dining Lounge: Live load of \[\_\_\_\_\] psf

Concentrated load of \[\_\_\_\_\] lb

\(8\) Hallway: Live load of \[\_\_\_\_\] psf

c\. Wind Load: \[\_\_\_\_\] mph and exposure \[\_\_\_\_\]

d\. Seismic Load: Zone \[\_\_\_\_\]

C.1.4.4 Roof Slope: Shall be \[1/8\] \[1\] \[2\] \[4\] inches in 12
inches. Slope of roof is to be directed to the front and/or rear of the
building and not to the sides.

C.1.4.5 Floor Plan: An acceptable floor plan is found in Section J of
this Contract.

C.1.5 Submittals:

C.1.5.1 Requirements: The Contractor shall submit to the Contracting
Officer, within \[\_\_\_\_\] \[calendar\] \[working\] days after award
for approval the submittals listed below. The submittals shall be
complete, and in sufficient detail to permit review by the Government.
When approved by the Contracting Officer, \[\_\_\_\_\] sets of the
submittals will be retained by the Contracting Officer and \[\_\_\_\_\]
sets will be returned to the Contractor.

a\. Architectural Drawings: Submit \[\_\_\_\_\] copies of the floor
plans, exterior elevations, interior elevations, and typical wall
sections, of the building to be furnished. Identify all major building
materials shown on the drawings. Architectural drawings shall be
prepared by and bear the stamp of a professional engineer or architect
registered in the state in which the building will be erected.

b\. Equipment/Appliance Lists: Submit \[\_\_\_\_\] copies of the
equipment and appliances to be furnished and installed.

c\. Design Computations: Submit \[\_\_\_\_\] copies of design
calculations for the structural elements (e.g. foundations, footings,
slabs, and grade beams) to be used on this project. Design computations
shall be prepared by and bear the stamp of a registered professional
engineer in the state in which the building will be erected.

d\. Design Drawings: Submit \[\_\_\_\_\] copies of design drawings for
structural elements (e.g. foundations, footings, slabs, and grade beams)
to be used on this project. Drawings shall be prepared by and bear the
stamp of a registered professional engineer in the state in which the
building will be erected.

e\. Shop Drawings: Submit \[\_\_\_\_\] copies of the shop drawings for
the reinforcement and embedded items; all architectural features and
details; structural framing plans and details; electrical and plumbing
plans and details; and \[cooling\] \[and\] \[heating\] ducting plans and
details to be used on this project. Drawings shall be prepared by and
bear the stamp of a registered professional engineer in the state in
which the building will be erected.

f\. Color Samples: Submit \[\_\_\_\_\] color samples for the appliances,
fixtures, carpeting, interior finishes and exterior finishes.

C.1.5.2 Media: Submittals, except color samples, shall be either blue
line or black line prints on a white background.

C.1.5.3 Identification: Each submittal shall be identified with the
following information (as applicable):

a\. Contract Number.

b\. Project Title and Location.

c\. Subcontractor\'s Name.

d\. Supplier\'s Name.

e\. Manufacturer\'s Name.

f\. Contract Specification Paragraph Number.

g\. Contract Drawing Number.

C.1.5.4 Approvals: Approval of the submittals is an indication that the
Contractor\'s submittals have been reviewed and that there are no
objections, except as noted. Installation of materials on the basis of
approved submittals shall not relieve the Contractor of responsibility
for incorporating material which conforms to the requirements of the
drawings and specifications. Approval of deviations shall apply only to
those deviations or omissions from the requirements of the drawings and
specifications brought to the Contracting Officer\'s attention in
writing.

C.1.5.5 Timing: Allow \[\_[15]{.underline}\_\] \[calendar\] \[working\]
days for review of the submittals. Review time commences upon receipt of
submittals by the Contracting Officer.

C.1.6 Quality Assurance:

C.1.6.1 Manufacturer Qualifications: A company regularly engaged in the
manufacture of relocatable modular buildings, and who issues a complete
catalog of data on such products.

C.1.6.2 Foundation Work: No foundation excavation or foundation
construction shall be undertaken until the foundation design submittals
have been approved in writing by the Contracting Officer.

C.1.6.3 Commercial Warranty: Supplies or services furnished under this
Contract shall be covered by the most favorable commercial warranties
the Contractor gives to any customer for such supplies or services. The
rights or remedies provided herein are in addition to and do not limit
any rights afforded to the Government by any other clause of this
Contract. With respect to all warranties, expressed or implied, from
manufacturers or suppliers for materials furnished under the Contract,
the Contractor shall:

a\. Obtain all warranties that would be given in normal commercial
practices.

b\. Require all warranties to be executed, in writing, for the benefit
of the Government.

c\. The warranty shall include coverage for: pre-finished surfaces
against chipping, cracking, chalking or loss of adhesion for a minimum
of 20 years; field finished surface against chipping, cracking, chalking
or loss of adhesion for a minimum of 10 years; the roof and flashing
system against leakage for a minimum of 10 years.

C.2.0 SPECIFIC TASKS:

C.2.1 Construction: Except where specific variance is permitted as noted
below, work shall be according to the Uniform Building Code, including
the additional codes, standards and guides referenced therein. Notify
the Contracting Officer \[\_\_\_\_\] \[calendar\] \[working\] days prior
to scheduled delivery of the relocatable modular buildings.

C.2.2 Fire Safety, Plumbing, Heat Producing Equipment, and Electrical
Equipment: Shall be listed or labeled by an approved testing or listing
agency.

C.2.3 General Requirements:

C.2.3.1 Sitework: The government, unless shown otherwise on the approved
plans, will provide sites which are level (within three degrees ) and
have stable, natural soil conditions with a bearing capacity of at least
1000 psf and with adequate site drainage unless otherwise noted herein.

C.2.3.2 Utilities: \[The Government will be responsible for any and all
utility connections as required for the telephone system, fire alarms,
intercoms, gas service, water service, and for power to the building.\]
\[unless otherwise noted\] \[Utility connections \[are\] \[not\]
required.\]

C.2.3.3 Foundation: \[The building will be self supporting on the
foundation constructed by the\] \[Government.\] \[Contractor.\] \[The
foundation shall be a perimeter stem wall with concrete piers
\[\_\_\_\_\] ft apart and level with the perimeter undercarriage module
line I beams. The floor shall be \[\_\_\_\_\] inches above the pad as
measured at the \[\_\_\_\_\_\_\_\_\_\_\].

C.2.3.4 Exterior Walls: Framing shall be \[2-inch by \[4-inch\]
\[6-inch\] Douglas Fir construction grade studs\] \[or\] \[2-inch by\]
\[3-5/8 inch\] \[6-inch\] 24 ga minimum galvanized steel studs\].

C.2.3.5 Interior Walls: Framing shall be \[2-inch by 4-inch Douglas Fir
construction grade studs\] \[or\] \[2 inch by\] \[3-5/8 inch 26 ga.
minimum galvanized steel studs\].

C.2.3.6 Interior Finishes: Shall be the manufacturer\'s standard
materials. Kitchen, baths, entry, and utility room floors shall be no
wax resilient sheet vinyl flooring. All other floors shall be wall to
wall stain resistant nylon carpet tightly twisted in a proven commercial
level loop construction and glued down per manufacturer\'s
recommendations. Wall finishes shall be \[vinyl wall covering\] \[or\]
\[paneling\]. All colors shall be \[earth tones\] and compatible with
each other. Colors will be selected by the Government from the
manufacturer\'s standard range. Ceiling shall be manufacturer\'s
standard white stain resistant material.

C.2.3.7 Exterior Finishes: Shall be \[the manufacturer\'s standard
materials.\] \[316 rough sawn 5/8 inch MDO (Resin impregnated).\]

\[T 1-11 type siding or equal.\] Siding shall be \[painted\] \[or\]
\[stained\]. \[Paint\] \[or\] \[stain\] shall be the manufacturer\'s
standard material. Exterior color shall be \[\_\_\_\_\_\_\_\_\_\_\] or
\[\_\_\_\_\_\_\_\_\_\_\] with \[\_\_\_\_\_\_\_\_\_\_\] trim. Colors will
be selected by the Government from the manufacturer\'s standard range.
Apply minimum of 2 coats of paint or stain. No joints will be allowed on
horizontal walls from top to bottom plates. All trim and exterior
construction will be built using galvanized nails. Staples inserted by
way of power hand tools or equipment are unacceptable. Trim shall be the
manufacturer\'s standard for the specified siding. Include drip rails
over doors and windows. Sheet metal trim under 16 ga. will not be
allowed below roof level except for gutter drains on the exterior of the
building.

C.2.3.8 Insulation: The manufacturer\'s standard materials and
construction techniques shall be used, however, the maximum thermal
insulation for energy conservation shall be provided. The roof shall be
insulated to a minimum \[R-\_\_\_\] rating, the walls shall be insulated
to a minimum \[R-\_\_\] rating, and the floor shall be insulated to a
minimum \[R-\_\_\] rating.

C.2.3.9 Roofing:

a\. Roof System: Assembly per unit to consist of two clear spans
supporting joists. \[Roofing to be at least \[22\] gauge galvanized
steel with a \[3\] inch interlocking standing seam meeting the
requirements of ASTM A 570, Grade C.\]

b\. Roof Overhang: Roof structure is to include a \[4\] ft overhang over
door end, \[\[2\] ft overhang over opposite end covering air
conditioners\] and be flush on the \[40\] ft sides.

c\. Gutters and Downspouts: Shall be provided and have exits for water
flow at the base of each unit. Drainage from roof must be directed to
the front and/or the rear and must not be directed to the sides of the
buildings.

d\. Flashings and Caps: Shall be the same material and finish as
adjacent material, profile to suit system.

C.2.3.10 Windows: Shall be the manufacturer\'s standard dual glazed
\[,tinted,\] energy conserving units. Window units shall be \[horizontal
sliding\] \[operable\] and furnished with removable insect screens.

C.2.3.11 Exterior Doors, Frames, and Hardware: Shall be 36 inch by 80
inch 18 ga. steel with high density foam core bonded to face sheets;
frames shall be 16 ga. steel with welded corners. Doors and frames shall
be reinforced to receive hardware. All hardware shall be suitable for
heavy duty commercial use. Doors shall have manufacturers\' standard
wire glass narrow lite on latch side. Lite shall be [+]{.underline} 6
inches wide and shall extend from latch height to within [+]{.underline}
6 inches of the door head. The lite shall be secured with glazing
compound and metal stops. Bored entrance locksets meeting ANSI function
F 81 requirements and equal to Schlage series D \"Rhodes\" style shall
be used. Lock shall be operated by key from exterior or button on
interior. Inside knob always unlocked. Locksets shall have lever type
handles which conform to FS 795. Doors shall have 1-1/2 pair of ball
bearing fully mortised butt hinges with nonremovable pins. Hinges and
locksets shall be No. 612 satin bronze finish. Closer shall be parallel
arm surface mount modern type meeting FS 795 requirements for pull force
and swing time. Painted finish shall be No. 691 dull bronze. Thresholds
shall be maximum 1/2 inch high. Frame head and jambs shall have self
adhered closed cell black neoprene foam weatherstrip applied after
frames have been primed. Doors and frames shall be factory primed with
two coats of exterior grade alkyd enamel. Hardware shall be test fitted
and removed prior to finish painting. Paint color will be selected by
the Government after selection of the exterior siding color.

C.2.3.12 Interior Doors, Frames, and Hardware: Shall be solid core
doors, 3-foot by 6-foot 8-inch with level type lock and latchsets equal
to Schlage A series, \"Levon\" style. \[Bedroom\] \[Bathroom\] locksets
shall be ANSI function F 76 and provide a privacy function (push button
inside lock that releases automatically when inside lever is turned or
door is closed; emergency opening from outside). \[Store Room\]
\[\_\_\_\_\_\_\_\_\_\_ Room\] shall have entrance lockset, ANSI Function
F 81. All hardware shall be suitable for heavy duty residential/medium
duty commercial. Provide 1-1/2 pair butts. Locks/latchsets and hinges
shall be same finish and manufacturer as the exterior doors.

C.2.3.13 Carpeting: Wall to wall carpeting is to be provided by the
Contractor. Carpet shall be 100% nylon, tightly twisted in a proven
commercial level loop construction such as Atlas Dartmount 28 or equal
and glued down per manufacturer\'s recommendations. Carpet color will be
standardized at each site location and color selection will be made from
standard run samples.

C.2.3.14 Ceilings: Shall be \[9 ft\] from finished floor. Suspended
ceiling to be provided in a manner which meets or exceeds
\[\_\_\_\_\_\_\_\_\_\_\] standards. Acoustical panels to be \[5/8 inch\]
x \[24 inch\] x \[48 inch\] random fissured ceiling board.

C.2.3.15 Floor:

a\. Joists: Shall be designed to accommodate the floor loadings
required.

b\. Subfloor: Shall be 5/8 inch plywood minimum.

c\. Vermin Proofing: The bottom of the floor system shall be covered
with an appropriate material and sealed to prevent the entrance of
rodents and insects.

C.2.3.16 Specialties:

a\. Clocks: Shall be 14-inch diameter, 120 volt synchronous, flush
mounted with receptacle for purposes of providing power to clock.

b\. Markerboards: Shall be \[\_\_\_\_\] inch x \[\_\_\_\_\] inch to be
installed in \[\_\_\_\_\_\_\_\_\_\_\]. Mounting will be the
responsibility of the Contractor. Finish shall be white porcelain on 1/4
inch thick plywood or hardboard backing, and extruded aluminum trim
bound on all four edges. Eraser tray (2 1/2 inch) to be included at
base. Provide 4 colored markers, eraser, and cleaning solution for each
board.

C.2.3.17 Cooling, Heating: Shall consist of the following:

a\. Cooling: Shall be the wetted-media direct evaporative type. The
cooling unit shall be ducted to provide cooling to all areas of the
building except the bedroom areas. The cooling unit cabinet shall be
heavy gauge galvanized steel and shall be coated with a factory
appliance finish to resist corrosion per ASTM B 117. The bottom pan
shall be designed and sealed to be leakproof using materials according
to ASTM D 870. Motors shall be U.L. designed and tested specifically for
use in evaporative coolers. The media pad shall be Type 1, Class A,
Grade 4 per Fed. Spec. PPP-E-911D. The pump shall be fabricated of U.L.
recognized flame-retardant plastic designed to operate at the widest
range of water levels. Pump shall be complete with a built-in bleed-off
adapter and a fine mesh filter screen to prevent clogging. The pump
shaft shall be encased in plastic to prevent corrosion. The blower wheel
shall be heavy gauge galvanized steel statically and dynamically
balanced and shall be tested according to the latest procedures of AMCA
210. The cooling unit shall be complete with all drive system
components; automatic thermostat (located 44 inches above the floor);
water distribution system; float valve; support and latch system; and an
U.L. recognized factory installed, plug-in junction box located for easy
access.

b\. Cooling: Shall be of the refrigeration type. The unit may be
\[packaged\] \[roof-mounted\] \[split system with condenser at ground
level\]. Unit shall be 208/240 \[single phase\] \[three phase\]. Unit
shall be weatherproof and sized to provide sufficient cooling for the
given climatic conditions of the area. The unit shall be controlled by
an individual thermostat (located 44 inches above the floor), time
switch, and by-pass timer. Distribution system shall consist of ducted
supply and return air in ceiling. All areas within the building
requiring cooling shall have ducted supply air diffuser, and return air
grilles, louvered and adjustable.

c\. Heating: Shall consist of an all electric exterior mounted heat pump
integral with the cooling unit. Heat pump shall be \[230V\] \[single
phase\] \[three phase\] with supplemental electric heat strips of
adequate capacity to heat the modular relocatable building under extreme
climatic winter conditions. Unit shall be controlled with an individual
thermostat (located 44 inches above the floor) time switch, and by-pass
timer. Distribution system shall be the same as used for cooling the
modular relocatable building.

d\. Heating: Shall be accomplished with liquefied petroleum vented
gravity wall furnaces certified according to AGA Z21.44. Heating will
not be required in the bedroom areas. Furnace shall be capable of being
installed in recessed areas between studs, and on interior or exterior
walls. Heat exchangers shall be ceramic coated steel. Burners shall have
a single control, ignite and extinguish quietly, and shall have the
control manifold mounted on the main burner. A draft hood shall protect
the burner flame from draft. Controls shall consist of a 100% safety
shut-off, regulated thermostatic modulating valve, self-contained
thermostat (located 44 inches above the floor) and an energy-saving
pilot. Unit shall be finished with a baked on enamel finish and shall be
complete with an oval vent kit. No electrical power will be required.
Gas vents shall be sized and installed according to the manufacturer\'s
instruction and NFPA 54.

C.2.3.18 Plumbing: Modules shall be plumbed for connection to \[gas\]
\[water\] \[sewer\] utilities. Plumbing to be stubbed out at \[5\] ft
from the exterior wall line. Contractor furnished appliances shall be
connected. Provide \[3/4\] inch \[LP\] \[natural\] gas lines stubbed out
for connection to \[refrigerator\] \[range\] \[clothes dryer\] \[heating
units\]. Building to be properly vented with one access panel at the
centrally located plumbing pit.

C.2.3.19 Electrical System: The \[water heater,\] \[clothes washer\]
\[clothes dryer\] \[range\] and \[cooling\] \[and\] \[heating\]
equipment shall be capable of operating on a standard nominal \[120/240
volt, single\] \[120/208 volt, three\] phase, system.

a\. Electrical Service: Shall be \[200\] amperes load center with stub
out at rear of building with 2 inch conduit. Service shall be on same
end of building as the \[cooling\] \[and\] \[heating\] units. Provide
all the raceway and conductor needed to interconnect all the electrical
systems of the several modular sections into one functional system.

b\. Interior Lighting: All spaces except hallways, kitchen, and training
areas shall be illuminated with 30 ft candles of light at 30 inches
above the floor. Hallways shall have 20-ft candles of light and the
kitchen and multipurpose training room shall have 70 foot candles of
light. Interior lighting fixtures shall be recessed, fluorescent with
two or four lamps. Lighting in each area of the building, separated by
partition walls, shall be separately switched. Provide 3-way switches on
interior walls at each entrance to hallways and to the kitchen/dining
lounge area. Provide lighted exit signs over the interior of each exit
door, unswitched.

c\. Exterior Lighting: Shall be vandal resistant, weatherproof, 100-watt
(minimum) incandescent exterior lights over exterior doors. Locate each
switch separately on interior wall on lock side of door.

d\. Switches: Shall be commercial quality and located 44 inches above
the floor.

e\. Receptacles: Shall be duplex, 125 volt, 20 amp, 3 wire grounded
type. Base receptacles shall be 15 inches above the floor and counter
receptacles shall be 48 inches above the floor.

f\. Fire Alarm and Pull Station: Shall be 120 volt flush horn, weather
proof, and 120 volt manual pull station to be provided with each unit.

g\. Smoke Detector Alarms: Shall be connected by permanent wiring into a
independent electrical circuit. They shall be located in each room and
one every 20 ft in hallways.

h\. Telephone Jacks: Shall be located in the \[office (1), lounge (1),
multi-purpose room (1), and in the end bedroom\]. Floor jacks shall be
15 inches above the floor and wall jacks shall be a maximum of 48 inches
above the floor.

C.2.4 SPECIAL REQUIREMENTS:

C.2.4.1 Data Plate: Shall include the roof and floor live load in psf,
and the R values for the floor, walls, and ceiling.

C.2.4.2 Appliances: Shall be a \[\_\_\_\_\] gal (or larger) \[gas\]
\[electric\] \[water heater,\] \[gas\] \[electric\] \[range\] \[with
convection oven,\] \[dishwasher\] \[electric clothes washing machine\]
\[gas\] \[electric\] \[clothes dryer\] and \[\_\_\_\_\] cu. ft. (or
larger) \[gas\] \[electric refrigerator\]. Appliances shall be the same
color \[either\] \[white\] \[or\] \[almond\]. Gas appliances shall
operate on \[LP gas\] \[natural gas\] \[and require no auxiliary power
supply\]. Appliance controls shall be located at front portion of the
appliance or counter to allow use by wheelchair users.

C.2.4.3 Kitchen: Shall be a full kitchen with wood base and wall
cabinets. Countertops shall be plastic laminate. A double bowl stainless
steel sink \[with a garbage disposal\] shall be provided, install sink
in an adjustable work surface as described below. Use flexible water
connections and adjustable trap. \[Also provide one slop sink.\] Provide
one adjustable work surface for disabled access \[as shown on the
drawings.\] \[Work surface shall be adjustable to provide alternative
heights of 28, 32, and 36 inches measured from the top of the counter
surface. Mount using heavy duty brackets - reinforce back wall and
adjacent counter side as required. Light and disposal switches shall be
located to allow use by wheelchair users.\]

C.2.4.4 Bathrooms: Shall be fully accessible. In the men\'s room
provide: \[\_\_\_\_\] standard water closet\[s\] and \[one\] accessible
water closet; \[two\] standard lavatories and one accessible lavatory;
and \[two\] standard showers and \[one\] accessible shower. Provide
\[\_\_\_\_\] standard urinals. In the women\'s room provide: \[one\]
standard water closet and one accessible water closet;, one accessible
shower. Provide a base cabinet at each standard lavatory with a wall
mounted medicine cabinet with mirrored door (maximum 40 inches above the
floor) above each lavatory. All fixtures shall be
\[\_\_\_\_\_\_\_\_\_\_\] color.

C.2.4.5 Bedrooms: \[Shall be located at the same end of each unit.\] For
accessible bedrooms provide accessible closets with hanger-bar and
shelf, full length of the closet. Doors shall have projecting handles.

C.2.4.6 Laundry Room: Shall have \[washer\] \[and\] \[dryer\] \[and\]
accessible counter \[\_\_\_\_\] inch x \[\_\_\_\_\] inch, and
\[\_\_\_\_\] inches high.

C.2.4.7 Multi-Purpose Training Room: Provide 24-inch wide by 34-inch
high counter with storage underneath full length of room. Provide
21-inch wide by 16-inch long by 8-inch deep drawer across counter just
below top. Cabinet below drawers shall have one shelf the full length of
the cabinet.

C.2.4.8 Office: Provide counter as shown on the drawings.

C.2.4.9 Dining Lounge: Provide counter and pantry cabinet as shown on
the drawings.

C.2.4.10 Steps: Shall be concrete with non-slip broom finish
perpendicular to the run. Stairs shall have 7-inch risers, 11-inch
treads, 1-inch nosings. Metal handrails shall be installed on both sides
of exterior doors, except the main entrance. Handrail and stair
construction shall comply with UBC Section 03306 and FS 795.

C.2.4.11 Ramps: Shall be concrete with non-slip broom finish
perpendicular to the run. Metal handrails shall be installed on both
sides of the main entrance door. Ramps, hand and guardrail construction
shall conform to UBC Sections 1711 and 3307 and FS 795, Section 4.8.

C.2.4.12 Skirting: Shall be continuous around the base of the building
to prevent entry of vermin. Ventilate to provide a net area of 1 ft^2^
for each 150 ft^2^ of floor area. Openings shall be as equally spaced as
practical and shall provide cross-ventilation. Locate openings along the
length of at least two opposite sides and cover with galvanized mesh
having 1/4 inch openings. Material and finish shall match body sidewall
construction. Two removable access panels \[large enough for an adult
person to pass through\] \[not less than \[\_\_\_\_\] x \[\_\_\_\_\]
shall be provided at opposite corners.\] The skirting shall be installed
after the building is set in place.

C.2.4.13 Set Up: The building shall be set up on \[a previously
constructed foundation\] \[steel piers and jacks on existing\]
\[asphalt\] \[concrete\] \[native material\] \[treated wood\] pads.
\[Wheels shall be removed and given to the Government for storage.\]
Anchorage shall comply with all references and codes noted in paragraph
\[C.1.3\].

C.2.5 Final Cleaning: Surfaces shall be cleaned of foreign matter.
Cleansing agents shall be of a type which will not be injurious to the
surface on which they are used.

END OF SECTION