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REMOVE THIS OUTLINE GUIDE BEFORE PLACING

THE SPECIFICATION SECTION IN THE CONTRACT

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O U T L I N E G U I D E

[DIVISION 13: - SPECIAL CONSTRUCTION ]{.underline}

SECTION 13121 - PRE-ENGINEERED METAL BUILDING

USE: Furnishing and installing a pre‑engineered metal building including
structural frame, metal roofing, steel siding, skylights, personnel
doors and accessories to provide a complete weatherproof enclosure. The
building shall be rigid frame, beam‑and‑column or self‑framing frame
structures of steel rafter beams and columns.

**NOTES TO SPECIFIER:**

A. Options within paragraphs are identified by enclosure in brackets;
blank spaces enclosed by brackets \[[ ]{.underline}\] 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/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 specifications 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) 987-6851.

F. DESIGN NOTES:

1\. **DRAWING DATA REQUIRED:**

**REVISIONS OF THIS SECTION:**

CSI format, editorial changes 10/99

Metric: Not Applicable

Technical Update: 9/00

SECTION 13121

PRE-ENGINEERED METAL BUILDING

[PART 1: GENERAL]{.underline}

1.1 SUMMARY

A. Section Includes: Furnishing and installing a pre‑engineered metal
building including structural frame, metal roofing, steel siding,
skylights, personnel and overhead doors and accessories to provide a
complete weatherproof enclosure. The building shall be rigid frame,
beam‑and‑column or self‑framing frame structure of steel rafter beams
and columns.

B. Pre-engineered metal buildings shall be of the size and architectural
style shown on the construction drawings.

1.2 RELATED WORK

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LIST ITEMS OF WORK THAT MIGHT LOGICALLY BE FURNISHED AND INSTALLED UNDER
THIS SECTION, BUT INSTEAD ARE SPECIFIED IN ANOTHER SECTION. THIS ARTICLE
IS RARELY REQUIRED.

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A. Concrete floor and foundations are specified in Section 03310 -
Structural Concrete and Section 09910 - Exterior Painting.

1.3 SUBMITTALS

A. General: Submittals shall be according to \[Section 01009 - General
Information and Requirements\] \[and\] \[Section 01331 - Certificates\].

B. Manufacturer's Literature: Submit \[[ ]{.underline}\] copies of
manufacturer's product information, specifications and installation
instructions for building components and accessories.

C. Shop Drawings:

1\. Submit calculations and complete erection drawings showing anchor
bolt settings, sidewall, endwall, and roof framing, transverse cross
sections, covering and trim details, flashing details, and accessory
installation details to clearly indicate proper assembly and
installation coordination of building components. Include steel framing
members and details as well as all steel bracing required to meet
applicable codes.

2\. Submit drawings showing developed loads on major structural
elements, including bracing and anchorages, and the methods of
transferring developed loads to the concrete structural elements.

3\. All drawings shall bear the stamp of a registered professional
engineer \[in the State of [ ]{.underline}\].

D. Samples: Submit samples of the following. Contracting Officer's
review will be for color, configuration, quality and texture. Compliance
with other requirements is responsibility of the Contractor.

1\. 12-inch long by actual width of wall panels, roofing, fascia and
soffit panels, with required finishes.

2\. Fasteners for application of wall panels, roofing, fascia and soffit
panels.

3\. Sealants and closures.

E. Certification: Submit written certification prepared and signed by a
Professional Engineer, registered to practice in the State where
building is to be erected, verifying that building design meets
indicated loading requirements and codes of authorities having
jurisdiction.

1.4 QUALITY ASSURANCE

A. Design Criteria

1\. Structural Framing: Design primary and secondary structural members
and exterior covering materials for applicable loads and combinations of
loads in accordance with the current edition Metal Building
Manufacturer's Association's (MBMA) "Design Practices Manual".

2\. Structural Steel: For the design of structural steel members, comply
with the requirements of the current edition American Institute of Steel
Construction's (AISC) "Specifications for the Design, Fabrication and
Erection of Structural Steel for Buildings" for design requirements and
allowable stresses.

3\. Light Gauge Steel: For the design of light gauge steel members,
comply with the requirements of the current edition American Iron and
Steel Institute's (AISI) "Specification for the Design of Cold-Formed
Steel Structural Members" and "Design of Light Gauge Steel Diaphragms"
for design requirements and allowable stresses.

4\. For welded connections, comply with current edition American Welding
Society's (AWS) "Standard Code for Arc and Gas Welding in Building
Construction" for welding procedures.

B. Design Loads: Basic design loads, as well as auxiliary and collateral
loads, shall be as follows:

Snow Load = [ ]{.underline} psf

Wind Load = [ ]{.underline} MPH, EXP. \[A,B,C,D\]

Seismic Zone = [ ]{.underline} \[0,1,2A,2B,3,4\]

1\. Basic design loads include, in addition to dead load, live load,
wind load and seismic load.

2\. Auxiliary loads include dynamic live loads such as those generated
by cranes and materials handling equipment.

3\. Collateral loads include additional dead loads over and above the
weight of the metal building system such as sprinkler systems and
mechanical systems.

a\. Design each member to withstand stresses resulting from combinations
of loads the produce the maximum allowable stresses in that member as
prescribed in MBMA "Design Practices Manual".

C. Manufacturer's Qualifications: The pre-engineered building products
specified herein are made by Butler Manufacturing Co., Kansas City,
Missouri. Equivalent products by other manufacturers may be substituted
if approved, in advance, as equal by the Contracting Officer.

1.5 WARRANTY

A. Requirements: Materials and equipment furnished under this contract
shall be covered by most favorable commercial warranties given to
customers for such materials or equipment. The rights or remedies
provided herein are in addition to and do not limit rights afforded to
the Government by other clauses of this Contract. With respect to
warranties, expressed or implied, from manufacturers or suppliers for
materials or equipment furnished under the Contract, the Contractor
shall:

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

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

3\. Submit warranties to the Contracting Officer prior to the final
inspection.

1.6 PRODUCT HANDLING

A. Deliver and store prefabricated components, sheets, panels, and other
manufactured items so they will not be damaged or deformed.

B. Stack materials on platforms or pallets, covered with tarpaulins or
other suitable weathertight ventilated covering. Store metal sheets or
panels so that water accumulations will drain freely. Do not store
sheets or panels in contact with other materials which might cause
staining.

[PART 2: PRODUCTS]{.underline}

2.1 MATERIALS

A. Hot-Rolled Structural Shapes: Comply with the requirements of ASTM
A36 or A529.

B. Tubing or Pipe: Comply with the requirement of ASTM A500-Grade B,
A501, or A53.

C. Members Fabricated from Plate of Bar Stock: Provide 42,000 psi
minimum yield strength. Comply with the requirements of ASTM A529, A570,
or A572.

D. Members Fabricated by Cold Forming: Comply with the requirements of
ASTM A607, Grade 50.

E. Galvanized Steel Sheet: Comply with the requirements of ASTM A446
with G90 coating. Class to suit building manufacturer's standards.

F. Wind Bracing: Provide adjustable threaded steel rods, 1/2-inch
diameter minimum, ASTM A36 or A572, Grade D.

G. Bolts: ASTM A307 or A325 as necessary for design loads and connection
details. Shop painted, except provide zinc or cadmium-plated units when
in direct contact with panels.

H. Roofing and Fascia: Pre-finished roll-formed versatile standing seam
roof (VSR) interlocking panels with 2-inch high longitudinal
corrugations at 20-inches on-center and minor stiffening corrugations in
the transverse direction. Roof panel deflection shall not exceed 1/180
of it's span when supporting the applicable vertical live loads listed
above.

1\. Zinc-coated steel sheets shall be structural quality hot-dip
galvanized steel sheets, complying with the requirements of ASTM A446,
Grade C, with G90 coating conforming to ASTM A525.

2\. Metal thickness not less than 24-gauge hot-dipped galvanized steel
(50,000 psi yield).

3\. Provide flashings, closers, fillers, metal expansion joints, ridge
covers, and other sheet metal formed of the same metal or metal
compatible with the roofing. Paint finish shall match the roofing.

4\. Panel Fasteners: Galvanized and stainless steel clip assembly
designed to bolt to structural members and interlock with MR-24 panel
seams for concealed connection allowing thermal movement of the roof
panels.

5\. Roof/fascia shall carry UL wind uplift classification Class 90
rating.

6\. Finish: Provide shop-applied fluoropolymer finish to galvanized
steel roofing, fascia, trim and accessories.

a\. Clean galvanized steel with alkaline compound, then treat with a
zinc phosphate conversion coating, and seal with a chromic acid rinse.

b\. Apply a 2-coat fluoropolymer coating system to retreated steel.
Coating shall consist of a primer applied to a dry film thickness of
0.15 mil to 0.25 mil, and a finish coat of polyvinyl fluoride or
polyvinylidene fluoride applied to a dry film thickness of 0.80 mils to
1.3 mils.

c\. Colors as selected by contracting Officer from manufacturer's
standards.

d\. Interior finish (not exposed to weather) shall be manufacturer's
standard polyester paint finish.

I. Wall Panels:

1\. Metal thickness not less than 24-gauge hot-dipped galvanized steel
(50,000 psi yield)

2\. Side seams shall be interlocking or concealed. Lap seams are not
acceptable. Fasteners shall be galvanized or stainless steel clips,
screws, or bolts and shall be concealed.

3\. a. Clean galvanized steel with alkaline compound, then treat with a
zinc phosphate conversion coating, and seal with a chromic acid rinse.

b\. Apply a 2-coat fluoropolymer coating system to retreated steel.
Coating shall consist of a primer applied to a dry film thickness of
0.15 mil to 0.25 mil, and a finish coat of polyvinyl fluoride or
polyvinylidene fluoride applied to a dry film thickness of 0.80 mils to
1.3 mils.

c\. Colors as selected by Contracting Officer from manufacturer's
standards.

J. Roof Insulation and Interior Finish: Providing an overall heat
transfer (U) value of not more than 0.033, the insulation systems shall
be applied under the metal roofing panels. The insulation of required
thickness and density shall be placed in the roof cavity between the
purlins and supported by a sloped, unpierced or pierced ceiling of
noncombustible material. Other systems incorporating vinyl or aluminum
foil faced, rigid insulation boards suspended from clips applied to
bottom faces of purlins shall also be acceptable. The vapor membrane
shall always be placed nearest the interior of the building, whether it
be exposed or unexposed. All joints shall be lapped or folded and
stapled in accordance with building manufacturer's standard. Exposed
insulation shall have a white vinyl finish.

1\. Except at each concealed structural fastener, a thermal (break)
spacer shall separate the roof purlin from the roof panel. The spacer
shall be of material having a density of not less than 2 pcf and, if of
a combustible material, shall be classified (ASTM E84) as having a flame
spread rating no greater than 25.

2\. Noncombustible roof insulation shall be flexible fiberglass blankets
with a vapor resistant membrane. The vapor resistant membrane may be
laminated to the insulation as a composite unit or added as a separate
component of the insulation system. The insulation and vapor membrane,
if supplied as a laminated composite unit, shall carry an Underwriters'
Laboratories, Inc. (U.L. Label) fire hazard classification indicating a
flame spread rating of 25 or less, as a tested assembly. If supplied as
separate components, each (tested separately) shall carry the previously
specified fire hazard classification.

K. Wall Insulation: The wall insulation shall be batts, blanets and/or
rigid material of required thickness and density to provide an overall
heat transfer (U) value not exceeding 0.05. Where no interior wall
finish is indicated on the drawings, the exposed insulation, if any,
shall be faced with a white vinyl vapor barrier, placed towards and
nearest the interior of the building. Wall insulation need not be faced
with a vapor barrier if the interior finish material is of steel or
aluminum.

L. Windows: All windows shall be of size and types shown on the
drawings. All required hardware and accessories conforming to the
manufacturer's standards in addition to necessary framing and fasteners
required to properly install and to replace structurally the wall panels
and/or framing displaced shall be included.

a\. Horizontal Sliding Windows: Window units shall be furnished complete
with glazed panels, aluminum screen panel, weatherstripping, mastic and
hardware. All frame sections of the window unit and insulating sash,
glass panels, and screened panels shall be of wrought alloy anodized
aluminum, 22,000 psi minimum ultimate tensile strength. Windows shall
equal or exceed AAMA HS-A2-HP. Glass shall be 1/2-inch insulating type,
or safety glazed to CPSC standards.

M. Sectional Overhead Doors:

1\. General: Provide complete operating sectional overhead door
assemblies including frames, sections, brackets, guides, tracks,
counterbalance, hardware, operators, and installation accessories.

2\. Steel Door Sections: Construct steel door sections from 20 gauge
galvanized structural quality carbon steel sheets complying with ASTM
A446, Grade A, or ASTM A526 with a minimum yield strength of 33,000 psi,
and a minimum G90 zinc coating complying with ASTM A525.

a\. Exterior Section Face: Provide flat, ribbed or fluted exterior
section face to manufacturer's standards.

b\. Fabricate door sections from a single sheet to provide units not
more than 24-inches high, and nominal 2-inches deep. Roll horizontal
meeting edges to form a continuous shiplap, rabbeted, or keyed
weatherseal, with a continuous reinforcing flange.

c\. Enclose open section with 16-gauge galvanized steel channel and
stiles welded in place. Provide intermediate stiles, cut to door section
profile, spaced at not more than 48-inches on center and welded in
place.

d\. Reinforce bottom section with continuous channel or angle conforming
to bottom section profile. Reinforce sections with continuous horizontal
and diagonal reinforcing, as required by door width, and design wind
loading.

e\. Finish steel door sections by cleaning and applying manufacturer's
standard prime coat system to both door faces after forming.

3\. Tracks, Supports, and Accessories:

a\. Tracks: Provide manufacturer's standard galvanized steel track
system, sized for door size and weight, and designed for clearances
shown. Provide complete track assembly including brackets, bracing and
reinforcing for rigid support of ball bearing roller guides, for
required door type and size. Slot vertical sections of track at 2-inches
on center for door drop safety device. Slope tracks at proper angle from
vertical, or otherwise design to ensure tight closure at jambs when door
unit is closed. Weld or bolt to track supports.

b\. Track Reinforcement and Supports: Provide galvanized steel track
reinforcement ands support members. Secure, reinforce and support tracks
as required for size and weight of door to provide strength and
rigidity, and to ensure against sag, sway, and detrimental vibration
during opening and closing of doors.

c\. Weather Seals: Provide continuous rubber, neoprene, or flexible
vinyl adjustable weatherstrip gasket at tops and compressible astragal
on bottoms of each overhead door.

4\. Vision Panels: Furnish B Grade double-strength sheet glass vision
panels in arrangement shown. Set glass in rubber or neoprene channel
glazing strips for metal framed doors and elastic glazing compound for
door, as required. Provide removable stops of same material as door
section frames.

5\. Hardware: Provide heavy-duty, rust-resistant hardware, with
galvanized, cadmium-plated or stainless steel fasteners to suit type of
door.

a\. Hinges: Provide heavy steel hinges at each end stile and at each
intermediate stile in accordance with manufacturer's recommendations for
the type of door.

b\. Rollers: Provide heavy-duty rollers with steel ball beaings in case
hardened steel races, mounted with varying projections to suit slope of
track. Provide case-hardened steel roller tires of diameter to suit size
of track.

c\. Lifting Handles: Provide manufacturer's standard galvanized steel
lifting handles on inside and outside of doors.

d\. Locking Bars: Provide manufacturer's standard, cremone type locking
bar, operable from both inside and outside. Fabricate locking device
assembly with mortise lock, spring-loaded dead bolt, chromium-plated
operating handle, cam plate and adjustable locking bar to engage through
slots in track.

6\. Operation:

a\. Electric Door Operator: Furnish electric door operator assembly
complete with 1 Hp, 208-volt, single phase electric motor and factory
prewired motor controls, gear reduction unit, solenoid operated brake,
clutch, remote control stations, and control devices. See Section
16422 - Panelboards.

\(1\) Electric Motors: Provide high-starting torque, reversible,
constant duty, Class A insulated electric motors with overload
protection, sized to move door in either direction, from any position,
at not less than 2/3 foot or more than 1-foot per second.

\(2\) Remote Control Station: Provide surface-mounted, interior type,
heavy-duty, full geared, momentary contact, 3-button control station,
with push-button controls labeled "OPEN", "CLOSE", "STOP" in general
purpose NEMA Type 1 enclosure.

\(3\) Automatic Reversing Control: Furnish each door with automatic
safety switch, extending full width of door bottom, and located within
neoprene or rubber astragal mounted to bottom door rail. Contact with
switch will immediately reverse downward door travel.

N. Accessories:

1\. Interior (Liner) Panel: Provide building manufacturer's standard
ribbed profile liner panel of not less than 24 gauge galvanized steel.

a\. Finish liner panel with building manufacturer's standard interior
polyester paint finish.

b\. Provide perforated liner panel at locations indicated with panel
profile to match non-perforated panels adjacent. Perforate to provide
manufacturer's standard ventilation holes but of not over 3/16-inch
diameter perforations or less than 15 square inches of ventilation area
per square foot of sheet area.

2\. Fascia/Soffit System: Provide Widespan Fascia system to provide eave
projection indicated. Finish fascia with VSR roof panel system as
indicated. Provide manufacturer's standard metal pan soffit closure
complete with flashings. Perforate soffit pans where indicated to
provide ventilation openings as specified for liner panels. Perforation
shall be similar to perforated liner panel.

3\. Gutters and Downspouts: Galvanized steel shaped to manufacturer's
standard design, gauge and size for the area of roof to be drained, and
the anticipated precipitation at the site. Gutters shall be watertight.
Locate downspouts at building corners. Provide a 12-inch x 36-inch
precast concrete splashblock at each downspout outlet.

4\. Flexible Closure Strips: Closed-cell, expanded cellular rubber,
self-extinguishing, cut or premolded to match corrugation configuration
of roofing and siding sheets.

5\. Sealing Tape: 100 percent solids, pressure sensitive grey
polyisobutylene compound tape with release paper backing. Not less than
1/2-inch wide and 1/8-inch thick, nonsag, nontoxic, nonstaining and
permanently elastic.

6\. Joint Sealant: As recommended by building manufacturer.

7\. Sheet Panel Fasteners: Manufacturer's standard system of
self-tapping screws, bolts, and nuts, self locking rivets, self-locking
bolts, end welded studs, and other suitable fasteners designed to
withstand design loads. Provide metal backed neoprene washers under
heads of fasteners bearing on weather side of panels.

8\. Personnel Doors:

a\. Exterior Doors: Heavy duty, 1-3/4 inch hollow metal, constructed
according to HMMA 861 and SDI 100. Doors shall be flush panel with
18-gauge face sheets, chemically treated for paint adhesion. The core
shall consist of a solid insulating material of either polystyrene of
polyurethane foam with an "R" value of not less than 7. All door leaves,
frames, astragals and louvers shall be manufactured from zinc-coated
steel. The door leaves, frames, and louvers shall be given a shop
applied, baked-on prime coat of paint. Two finish coats of paint shall
be field applied.

b\. Reinforcement: Factory prepare and reinforce exterior doors for
hardware. Provide reinforcement, stops, and glazing for lights where
shown. Glazing shall be tempered glass in accordance with Uniform
Building Code requirements.

\(1\) All door sizes, swing and hand shall be as shown on the drawings.

\(2\) Weatherstripping shall be applied at the top and sides of all
doors. Provide weatherstripped sills that meet UFAS requirements at
bottom of all exterior doors.

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UPGRADED WINDOWS MAY BE DESIRED IF STRUCTURE IS TO BE USED FOR OFFICES.

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2.2 BUILDING FABRICATION

A. Fabrication: Shop fabricate to the indicated size and section,
complete with base plates, bearing plates, and other plates as required
for erection, welded in place. Provide all required holes for anchoring
or connections shop drilled or punched to template dimensions.

1\. Shop connections power riveted, bolted or welded.

2\. Field connections bolted.

B. Rigid Frames: Fabricate from hot-rolled structural steel. Provide
factory-welded and shop painted built-up I-shape or open rigid frame
consisting of tapered or parallel flange beams and tapered columns.
Furnish complete with attachment plates, bearing plates, and splice
members. Factory drill frames for bolted field assembly. Provide length
of span and spacing of frames as indicated except slight variations
acceptable to meet manufacturer's standard.

C. End Wall Columns: Provide factory-welded, built-up I-shape,
cold-formed sections, or C sections, shop painted.

D. Secondary Framing: Purlins, eave struts, endwall beams, flange and
sag bracing; minimum 16 gauge rolled formed sections. Shop painted. Base
channel, sill angle, endwall structural members (except columns and
galvanized beams), purlin spacers; minimum 14-gauge cold-formed steel.

E. Shop Painting: Clean surfaces to be primed of loose mill scale, rust,
dirt, oil, grease, and other matter precluding paint bond.

1\. Prime structural steel primary and secondary framing members with
manufacturer's standard rust-inhibitive primer.

2\. Prime galvanized members, after phosphoric acid pretreatment, with
zinc-dust zinc-oxide primer.

[PART 3: EXECUTION]{.underline}

3.1 ERECTION

A. Framing: Erect structural framing true to line, level and plumb,
rigid and secure. Level base plates to a true even plane with full
bearing to supporting structures, set with double-nutted anchor bolts.
Use a nonshrinking grout to obtain uniform bearing and to maintain a
level base line elevation. Moist cure grout for not less than 7 days
after placement.

B. Purlins and Girts: Provide rake or hip purlins with tight fitting
closure channels and fascias. Locate and space wall girts to suit door
and window arrangements and heights. Secure purlins and girts to
structural framing and hold rigidly to a straight line by sag rods.

C. Bracing: Provide diagonal rod or angle bracing in both roof and
sidewalls as indicated or required.

1\. Movement resisting frames may be used in lieu of sidewall rod
bracing, to suit manufacturer's standards.

2\. Where diaphragm strength of roof or wall covering is adequate to
resist wind forces, rod or other forms of bracing will not be required.

D. Framed Openings: Provide shapes of proper design and size to
reinforce opening and to carry loads and vibrations imposed, including
equipment furnished under mechanical or electrical work. Securely attach
to building structural frame.

3.2 ROOFING AND FASCIA

A. General: Arrange and nest sidelap joints so that prevailing winds
blow over, not into, lapped joints. Lap ribbed or fluted sheets one full
rib corrugation. Apply panels and associated items for neat and
weathertight enclosure. Avoid panel creep or application not true to
line. Protect factory finishes from damage. Provide weather seal under
ridge cap. Flash and seal roof panels at eave and rake with rubber,
neoprene or other closures to exclude weather.

B. Standing Seam Roof Panel System: Fasten roof panels to purlins with
manufacturer's standard concealed clip in accordance with the
manufacturer's instructions.

1\. Install clips at each support using self-drilling fasteners.

2\. At end laps of panels install tape caulk between panels.

3\. Install factory-caulked cleats at standing seam joints. Machine seam
cleats to the panels to provide a weathertight joint.

C. Sheet Metal Accessories: Install gutters, soffits, louvers, and other
sheet metal accessories in accordance with manufacturer's
recommendations for positive anchorage to building and weathertight
mounting. Adjust operating mechanism for precise operation.

D. Overhead Doors: Set doors and operating equipment complete with
necessary hardware, jamb and head mold stops, anchors, inserts, hangers,
and equipment supports in accordance with manufacturer's installation
instructions. Adjust moving hardware for proper operation.

3.3 TOUCH-UP FINISH: Finishes damaged during construction shall be
replaced or prepared using methods and materials recommended by Building
Component Manufacturer.

[PART 4: MEASUREMENT AND PAYMENT]{.underline}

4.1 METHOD OF MEASUREMENT

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WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4: MEASUREMENT
AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION. MEASUREMENT AND
PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01009 - GENERAL
INFORMATION AND REQUIREMENTS OR SECTION 01010- SUMMARY OF WORK. WHEN NOT
A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO
MEASUREMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THS SECTION ARE
INCLUDED IN THE BID SCHEDULE.

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A. Units: The work described in this section will \[not be measured for
payment\]. \[be measured for and paid for\] \[on a lump-sum basis\].

4.2 BASIS OF PAYMENT

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WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE, SELECT APPLICABLE
PHRASES; USE THE "NO DIRECT PAYMENT" PHRASE WHEN NONE OF THE PAY ITEMS
IN THE SPECIFICATION ARE INCLUDED IN THE BID SCHEDULE.

WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS
SECTION, SELECT APPLICABLE PAY ITEMS. DO NOT CHANGE PAY ITEM NUMBER.
WHEN MORE THAN ONE DIAMETER OR GAUGE IS SPECIFIED FOR ANY PAY ITEM,
LETTER SUFFIXES WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER.
WHEN GOVERNMENT-FURNISHED PROPERTY IS SPECIFIED FOR PAY ITEMS, THE
LETTER SUFFIX GF WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER.

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A. Payment: \[No direct payment for the work described under this
section will be made. Consideration for this item shall be included in
the bid price for other items of the Contract\]. \[Prices and payment
will be full compensation for the work described in this section.
Payment will be made under:\]

[Pay Item Pay Unit]{.underline}

13121(01) Pre-Engineered Metal Building Lump Sum

END OF SECTION