All buildings shall be as manufactured by Parkline, Inc.,
Winfield, WV or equal.
Each building shall be supplied complete with all necessary
component parts, including drill in foundation anchors, to
form a complete building system and all parts shall be new
and free from all defects or imperfections.
The building width and length shall be measured from the
outside of the building wall panels and the height of the
building shall be the distance measured from the bottom
surface of the base channel to the exterior juncture of the
roof and sidewall panels.
The building supplier shall supply a complete set of
building erection drawings showing a step-by-step
construction sequence for the erection of the building. The
erection drawings shall be prepared specifically for the
building covered by these specifications showing the
location of all roof and wall accessories and the exact
anchor bolt locations required for each accessory.
DC
Design Criteria
All buildings shall be designed in accordance with the
applicable sections of the latest edition of the AISC "Specifications for Structural Steel Buildings" and the AISI "Specification for the Design of Cold-Formed Steel
Structural Members".
Each building shall be designed for the following loads, in
addition to the stationary weight of the building.
Reduction of loads due to tributary loaded areas will not be
permitted.
1. The vertical Live Load of the building shall not
less than pounds per square foot applied
on the Horizontal projection of the roof.
2. The Ground Snow Load of the building shall not
less than pounds per square foot applied
on the Horizontal projection of the roof.
3. The horizontal Wind Load of the building shall
be not be less than MPH and shall be
distributed and applied in accordance with the
applicable edition of the "International Building
Code" published by the International Code Council.
All combining and distributing of auxiliary equipment loads
imposed on the building system shall be done in accordance
with the applicable section of
the 2000 edition of the "International Building Code"
published by the International Code Council
Upon request, the selected building manufacturer shall
provide the building purchaser with complete design
certification signed and sealed by a registered professional
engineer.
RPD
Roof Panel Design
Roof panels shall be supplied in a single continuous length
from eave line to eave line or ridge line and shall be
designed to tightly interlock so that no fasteners are
required at intermediate points along the panel side laps.
Roof panels shall be 16" or 12" wide with a smooth surface
between the interlocking side ribs. The interlocking ribs
shall be a minimum 3" high, and shall be turned upward. All
roof panels shall be factory punched for connection at the
eave line of the building.
There shall be no fastener penetrations through the roof
covering except at eave lines, ridge lines and roof
accessory openings such as skylights and ventilators.
RPDW
Roof panels shall be nominal ____ gauge galvanized steel
conforming to ASTM A-653 specifications with the galvanized
coating conforming to G90 (1.25 oz. commercial) standards.
Minimum yield strength of the panel material shall be 50,000
PSI.
Roof panels shall receive a factory, roller applied, paint
coating having an exterior coating thickness of 0.8 to 1.2
mils of dry film thickness.
The roof panel color coating shall carry a low fire hazard
rating equal to a Class 1 material as defined by Factory
Mutual. The Panel coating shall have achieved a Flame
Spread Index of 0 and a Fuel Contributed Index of 5 or less
when tested in accordance with ASTM E-84 test procedures.
The finish coat shall be a white siliconized polyester
formulation that will meet the following performance
standards after 10 years continuous exposure in "normal"
atmospheric conditions not containing corrosive fumes such
as chemicals or salt spray.
1. Panels shall show no evidence of blistering,
peeling, or chipping.
2. Panels shall not show surface chalking in excess of
the No. 4 rating D659 as established by the
American Society of Testing Materials (ASTM).
3. Panels, after cleaning, shall not show color change
in excess of 7 NBS units when measured in
accordance with the ASTMD-2244 standard.
The above performance standards shall not apply where panels
have been damaged by fire, radiation or other physical
damage.
RPDG
Roof panels shall be a nominal __ gauge steel coated on both
sides with a coating of corrosion resistant aluminum-zinc
alloy conforming to ASTM A 792 specification with the
coating conforming to AZ55 (55%) standard by a continuous
hot dipping process. Coating weight shall be a minimum of
0.50 oz. of aluminum-zinc alloy per square foot of coated
sheet equivalent to about 0.8 mil thickness on each side.
Minimum yield strength of panel material shall be 50,000
PSI.
WPD
Wall Panel Design
Exterior wall panels of the building shall be a single
continuous length from the base channel to the roof line of
the building at the sidewalls and endwalls of the building
except where interrupted by wall openings.
Wall panels shall be 16" wide with a 3" deep inward turned
interlocking side rib. Wall panels shall contain two 3/4"
deep by 3-1/8" wide fluted recesses, each starting 2-7/16"
from the panel edge.
Wall panels shall be fastened internally to the base channel
and eave cap of the building with 3/8" diameter
electro-galvanized machine bolts placed within the panel
interlock. The fastening system shall be designed so that
no wall fasteners are exposed on the exterior surface of the
walls.
Wall panels shall be nominal 24 gauge galvanized steel
conforming to ASTM A-653 specifications with the galvanized
coating conforming to G90 (1.25 oz. commercial) standards.
Minimum yield strength of panel material shall be 40,000
PSI. Panel material shall be embossed with a random pattern
pebble embossure of approximately .007 - .008 depth.
All exterior surfaces of the galvanized steel wall covering
and exterior trim shall receive a factory, roller applied,
paint coating having an exterior coating thickness of 0.8 to
1.2 mils of dry film thickness. The finish coat for wall
panels shall be a siliconized polyester formulation of one
of the following Parkline colors: Twilight Blue, Desert
tan, Laurel Green, Arctic White, Harvest Gold, Shell Gray,
or Roman Bronze.
The wall panel color coating shall carry a low fire hazard
rating equal to a Class 1 material as defined by Factory
Mutual. The panel coating shall have achieved a Flame
Spread Index of 0 and a Fuel Contributed Index of 5 or less
when tested in accordance with ASTM E-84 test procedures.
Exterior color coatings shall meet the following performance
standards after 10 years continuous exposure in normal
atmospheric conditions not containing corrosive fumes such
as chemical fumes or salt spray.
1. Panels shall show no evidence of blistering,
peeling, or chipping.
2. Panels shall not show surface chalking in excess of
the No. 8 rating D659 as established by the
American Society of Testing Materials (ASTM).
3. Panels, after cleaning, shall not show color change
in excess of five (5) NBS units when measured in
accordance with the ASTMD-2244 standard.
The above performance standards shall not apply where panels
have been damaged by fire, radiation or other physical
damage.
LT1
Lean-To Building
Each building roof shall have 1-1/2" pitch in building
width. Roof panels shall be interlocking and attached to
the wall cap through factory punched holes with #14
corrosion resistant fasteners.
The roof system shall include a gutter and downspout systems
at low sidewall and matching rake trim at the building
endwalls. All gutters and trim shall be nominal 26 gauge
galvanized steel prepainted Arctic White or Roman Bronze.
Transmission of horizontal wind loads across the building
shall be made through the panel roof system and no separate
roof or wall diagonal bracing shall be required.
Structural support and attachment of roof at existing
building shall be the responsibility of others. In snow
prone areas, drifting should be considered.
LT2
Lean-To Building
Each building roof shall have 1/2" in 12" slope. Roof
panels shall be interlocking and attached to the wall cap
through factory punched holes with #14 corrosion resistant
fasteners.
The roof system shall include a gutter and downspout systems
at low sidewall and matching rake trim at the building
endwalls. All gutters and trim shall be nominal 26 gauge
galvanized steel prepainted Arctic White or Roman Bronze.
Transmission of horizontal wind loads across the building
shall be made through the panel roof system and no separate
roof or wall diagonal bracing shall be required.
Structural support and attachment of roof at existing
building shall be the responsibility of others. In snow
prone areas, drifting should be considered.
HMD
Hollow Metal Doors
All doors shall be 1-3/4" thick flush type. Door panels
shall be nominal 20 gauge galvanized steel reinforced by
lamination to a honeycomb core enclosed with 16 gauge end
channel. The hinge reinforcements shall be nominal 7 gauge
and the lock reinforcements shall be nominal 16 gauge. Door
frames shall be 4-3/4" deep double rabbeted type of nominal
16 gauge galvanized steel.
Doors and frames shall be factory painted with one coat of
baked on primer. All doors shall be preassembled in their
frames and hardware installed and tested prior to shipment.
Field installation of single leaf door units shall not
require any frame assembly, or door hanging.
HMDH
Door Hardware
Door hardware shall consist of:
3 - 4-1/2" x 4-1/2" standard weight, plain bearing hinges
per ANSI A5133 630 Satin Stainless Finish with non- rising
pins.
3-11/16" wide x 5/8" high extruded aluminum threshold. (Out
Swing) 1/4" x 1/2" silicone rubber weatherstripping.
BBH
3 - 4 1/2" x 4 1/2" standard weight ball bearing hinges per
ANSI A5112 630 Satin Stainless Finish with non-rising pins.
MORT
Mortise lockset per ANSI A156.13, Series 1000, Grade 1,
Function F13, 626 Satin Chrome Finish (levers both sides).
KIKL
Cylindrical key in knob lockset per ANSI A156.2, Series
4000, Grade 2, Function F81, 630 Satin Stainless Steel
Finish.
PASS
Passage set per ANSI A156.2, Series 4000, Grade 2, Function
F75, 626 Satin Chrome Finish.
CLOSER
Door closer is certified to conform to ANSI 156.4 Grade 1
and meets exterior barrier free codes in 689 Aluminum
Lacquer Finish.
CROSS
Rim Type "Cross Bar" panic device per ANSI A156.3, Type 1,
Grade 1, Function 05, with 627 Satin Aluminum Finish.
PUSH
Rim type "Push Pad" panic device built to ANSI A156.3, Type
1, Grade 2, Function 08 with 689 Aluminum Lacquer Interior
Finish and 626 Satin Chrome Exterior Finish.
DRLV
23" wide X 20" high Adjustable blade louver with mesh insect
screen.
FO
Framed Openings for Overhead Doors
Framed openings shall be constructed from nominal 12 gauge
galvanized steel. The jambs and head shall provide a
minimum 2-1/2" wide inside surface for field mounting of
overhead door track and hardware. Head and jamb covers to
be nominal 24 gauge, embossed, painted wall color.
SLIDE
Sliding Doors
Sliding doors shall consist of a nominal 16 gauge galvanized
steel channel framing system and embossed nominal 24 gauge
prepainted arctic white ribbed covering. The doors shall be
top hung design with a bottom guide rail.
REM-WALL
Removable Wall Section
Removable wall sections shall consist of a framed opening
capable of supporting roof and wall loads when the wall
section is removed. The removable section shall consist of
the same materials as the permanent wall. Section shall be
removable by unbolting from the inside of the building.
HSW
Horizontal Sliding Windows
Sliding windows shall be furnished factory glazed and
complete with all attaching hardware and screen. The window
unit shall be factory assembled for single unit
installation.
All window sash sections shall be of 6063-T5 extruded
aluminum and shall be color finished in white or bronze
baked enamel. Windows shall meet or exceed ANSI/AAMA 101
and AAMA 1302.5 Specifications. All windows shall be
factory glazed with
WIG
1/2" insulated glass.
WPW
1/4" polished wire glass.
WAC
1/4" acrylic glazing.
WOG
1/4" obscure glass.
WPC
1/4" polycarbonate glazing.
FW
FIXED WINDOW
Fixed windows shall be furnished factory glazed and complete
with all attaching hardware. The window unit shall be
factory assembled for single unit installation. All window
sash sections shall be formed from nominal 18 gauge
galvanized G90 steel and factory color finished white or
bronze baked on enamel.
WOK
WALL OPENING KIT
The building manufacturer shall supply all necessary framing
and connectors to structurally replace the panels removed by
any wall opening. All trim and flashings required to make
weathertight the unit placed in any opening shall be
provided by the supplier of the unit being installed.
AL
Adjustable Wall Louvers
Adjustable louvers shall be of self framing design. The
louver frame shall be of nominal 14 gauge formed aluminum
and the louver blades shall be nominal 12 gauge extruded
aluminum. Finish shall be natural mill finish and shall not
require field painting.
Blades shall be pivoted on 1/2" diameter aluminum pivot pins
through nylon flanged bearings and operated by means of a
pull bar operating handle. All louvers shall be complete
with an exterior mounted 18 X 14 aluminum mesh insect
screen.
ALF
Wall louvers shall have removable filters.
MO
Motor Operator
FL
Fixed Wall Louvers
Fixed louvers shall be nominal 26 Gauge., G90 Galvanized
Steel, 16"x16", general purpose type of self framing design
with free area of 75 square inches. Finish shall be bright
galvanized All louvers shall be complete with #8 insect
screening.
RVT
Turbine Ventilator
Turbine vents shall be wind driven rotary type gravity roof
ventilator with 8" or 12" diameter throat, fabricated from
galvanized steel, externally braced.
RVC
Circular Roof Ventilators
Stationary ventilators for 3" or 4" roofs shall be 12"
diameter gravity type fabricated from aluminum and shall be
furnished complete with bird screen, operable disc type
damper with chain and base.
RVP
Power Roof Ventilators
Power roof exhausters for 3" or 4" roof shall have a 12"
diameter throat, capable of 280 CFM air movement at 1/8"
static pressure and shall be equipped with adjustable
thermostats. Power requirements of exhauster shall be .86
amps at 115 volts.
An intake louver of 115 square inches minimum free air area
should be provided for each exhauster.
RC
Roof Curbs
Roof curbs shall be constructed of nominal 18 gauge
galvalume 14 gauge galvanized steel framing members.
Minimum height of curb shall be 8". All flashings shall be
provided to ensure water tightness. Optional hatch or cover
is available. Note: Interior clear height may be affected.
SKY
Skylights
Skylight panels shall be flat polycarbonate sheet, factory
assembled into standard 16" wide flush interlocking panel.
The polycarbonate sheet shall be 1/8" thick, clear with a
matte finish, having a light transmission factor of
approximately 70%. The panels shall meet ANSI Z97.1 safety
glazing standard and UL94 flammability rating.
1. Skylight panels must be used alternately with solid panels.
2. Skylight for 6" rib roof panels are 8" wide in lieu of 12".
3. Skylight panels are field located as required.
Panels shall meet or exceed all requirements of Federal
Specifications LP-505C. When subjected to ASTM-E-55T (Type
U Equipment) simulated 1000 hours weather test, the panel
shall show no loss of surface gloss or exposed glass fibers.
SWO-1
Sidewall Roof Overhang
The interlocking roof panels of the building shall overhang
one foot outside of the building sidewalls. The roof
overhang shall consist of a continuation of the building
roof panels and shall not require any supporting beams,
purlins, or columns. All panels shall be prepunched for
connection to the building eave cap.
SWO-2
Sidewall Roof Overhang
The interlocking roof panels of the building shall overhang
two feet outside of the building sidewalls. The roof
overhang shall consist of a continuation of the building
roof panels and shall not require any supporting beams,
purlins, or columns. All panels shall be prepunched for
connection to the building eave cap.
SWO-3
Sidewall Roof Overhang
The interlocking roof panels of the building shall overhang
three feet outside of the building sidewalls. The roof
overhang shall consist of a continuation of the building
roof panels and shall not require any supporting beams,
purlins, or columns. All panels shall be prepunched for
connection to the building eave cap.
SWO-4
Sidewall Roof Overhang
The interlocking roof panels of the building shall overhang
four feet outside of the building sidewalls. The roof
overhang shall consist of a continuation of the building
roof panels and shall not require any supporting beams,
purlins, or columns. All panels shall be prepunched for
connection to the building's sidewall cap.
VF
Vertical Fascia
The fascia system shall consist of a nominal 18 gauge
galvanized steel framing and Parkline flush or fluted wall
panels as selected by building owner.
All fasteners through the face of the fascia shall match the
selected fascia color.
No through roof fasteners shall be allowed for attachment of
the fascia to the building roof panels.
MF
Mansard Facade
The facade system shall consist of a nominal 18 gauge
galvanized steel framing and Parkline flush or fluted wall
panels as selected by building owner.
All fasteners through the face of the facade shall match the
selected facade color.
No through roof fasteners shall be allowed for attachment of
the facade to the building roof panels.
ROLL-IN
Wall Insulation
The building walls shall be insulated with 3" thick,
fiberglass faced on its exposed side with a white metalized
polypropylene scrimkraft facing. The faced insulation shall
have a UL Flame Spread Rating of 25 when tested in
accordance with UL723 of ASTM E-84 procedures. The
insulation shall be retained between the interlocking panel
ribs with a white PVC hat clip over the panel ribs. Hat
clips shall be of self extinguishing material per UL
Standard 651.
The "U" value through the insulated wall shall be a maximum
of 0.19 BTU's per square foot when calculated in accordance
with the "Zone Method" contained in ASHRAE "Handbook of
Fundamentals", 1981 edition.
FFW
Wall Insulation
The wall system shall include 3-1/2" thick R11 unfaced
fiberglass insulation. The "U" value of the finished wall
system shall not exceed 0.16 BTU's per square foot when
calculated in accordance with the "Zone Method" contained in
ASHRAE "Handbook of Fundamentals", 1981 edition.
Interior finish and vapor barrier for the wall system shall
be supplied by others.
LIL
Lock-In Wall Liner
The interior of the building shall be lined with a factory
assembled insulated metal liner having no exposed fasteners
except at the matching base, ceiling and accessory trim.
Liner panels shall be 16" wide and shall be nominal 26 gauge
embossed galvanized steel, prepainted Arctic White.
Insulation shall be non combustible, nominal 1" thick, 2#
density fiberglass laminated to the liner panel. The "U"
value of the finished wall system shall not exceed 0.19
BTU/sf when measured in accordance with ASTMC-236.
LILF
The void between the exterior wall panel and the lock-in
liner shall be insulated with 3-1/2" thick R11 unfaced
fiberglass insulation. The "U" value...0.13 BTU/sf when
measured in accordance with ASTMC-236.
LILP
Lock-In liner Plus
The interior of the building shall be lined with a factory
assembled insulated metal liner having no exposed fasteners
except at the matching base, ceiling and accessory trim.
The wall liner system shall have a concealed insulating
board of 1 1/2" thick polyisocyanurate foam impaled on rib
clips.
Liner panels shall be 16" wide and shall be nominal 26 gauge
embossed galvanized steel, prepainted Arctic White.
Insulation shall be non combustible, nominal 1" thick, 2#
density fiberglass laminated to the liner panel.
The void between the exterior wall panel and the lock-in
liner shall be insulated with 3-1/2" thick R11 unfaced
fiberglass insulation with a calculated U of .05 for the
total system.
FWL
Formed Wall Liner
The interior of the metal walls shall be lined with 32"
wide, nominal 26 gauge galvanized steel panels, prepainted
Arctic White with 1/4" high by 1" wide flutes on 8" centers.
The exterior panel void shall have 3-1/2" thick R11 unfaced
fiberglass insulation.
The liner system shall be furnished complete with White base
molding and White trim.
The "U" value of the finished wall system shall be 0.16
BTU's per square foot when calculated in accordance with the "Zone Method" contained in ASHRAE "Handbook of
Fundamentals", 1981 edition.
FWL-PER
The liner shall have 1/8" diameter perforations spaced on
3/8" staggered centers. The complete wall system shall have
been certified by an independent testing laboratory to have
a minimum NRC rating of 0.90 when tested in accordance with
ASTM C423 standards.
A29
A29 Acoustical
The A29 Acoustical Wall System consists of a nominal 24
gauge galvanized steel panel, prepainted Arctic White with
1/4" high by 1" wide flutes on 8" centers. The liner panel
shall have 1/8" diameter perforations spaced on 3/8"
staggered centers. The exterior panel void shall have
3-1/2" thick R11 unfaced fiberglass insulation. There shall
be an eight inch thick, one inch wide, closed cell foam tape
installed between the interior perforated liner and the
exterior wall panel flange. The system shall have a NRC
rating of 0.90 and STC rating of 29 when tested in
accordance with ASTM E90 and E413.
A49
A49 Acoustical
The A49 Acoustical Wall System consists of a nominal 24
gauge fluted exterior panel with a minimum 3" thick, 16"
wide, 4# density fibrous acoustical insulation in panel
void. A 1/2" thick sound buffer board shall separate the
exterior wall system and a flush 26 gauge metal septum
panel. The septum panels shall be installed perpendicular
to the exterior wall panels with voids filled with 3" thick,
16" wide, 4# density fibrous acoustical insulation. A
vibration retardant tape will be installed between the
septum panel ribs and a perforated formed liner panel. The
system shall have NRC of 1.00 and STC of 49 when tested in
accordance with ASTM E90 and E413.
GB
Gypsum Board
The wall system shall include 3 1/2" thick, R11 unfaced
fiberglass batt insulation, vapor barrier (optional),
furring strips and 1/2" thick gypsum board.
PART
Partitions
Partitions shall be constructed of 3" x 16" interlocking
flush type smooth or embossed surfaced panels in a nominal
24 gauge galvanized steel, factory painted Arctic White.
Partitions will be furnished complete with base channel,
wall cap and all required fasteners.
CEIL
Ceilings
The metal ceiling system shall consist of 3" deep 16" wide
interlocking panels of nominal 24 gauge embossed galvanized
steel, factory painted Arctic White. The ceiling system
shall be supported at its perimeter by concealed angles and
hook bolts. The ceiling system shall be furnished complete
with all necessary connectors and fasteners.
CEIL3
The ceiling shall be insulated with 16" wide by 3-1/2" thick
R11 unfaced fiberglass insulation laid at right angles to
the panel ribs. The "U" value through the finished ceiling
shall be a maximum of 0.09 BTU's per square foot when
calculated in accordance with the "Zone Method" contained in
ASHRAE "Handbook of Fundamentals", 1981 edition. Eave
height -6".
CEIL616
The ceiling shall be insulated with 2 layers of 16" wide by
3-1/2" thick R11 unfaced fiberglass insulation 1st layer
laid in panel void, 2nd laid at right angles to the panel
ribs. The "U" value through the finished ceiling shall be a
maximum of 0.06 BTU's per square foot (R15.9) when
calculated in accordance with the "Zone Method" contained in
ASHRAE "Handbook of Fundamentals", 1981 edition. Eave
height -6".
CEIL621
The ceiling shall be insulated with 2 layers of 16" wide by
3 1/2" thick R-11 unfaced fiberglass insulation laid at
right angles to the panel fibs. The "U" value through the
finished ceiling shall be a maximum of 0.05 BTU's per square
foot (R21.3) when calculated in accordance with the "Zone
Method" contained in ASHRAE "Handbook of Fundamentals", 1981
edition. Eave height -9".
CEIL-PER
Ceiling panels shall have acoustical perforations across 14"
of the panel width. Perforations shall be 1/8" diameter on
a patterned spacing of 3/8". The ceiling system shall have
been certified by an independent testing laboratory for a
minimum NRC rating of 0.95 when tested in accordance with
ASTM C423 standards.
RI-1
Roof Insulation
Roof insulation shall consist of 48" wide, 3" thick, .6#
density fiberglass faced on its exposed side with a white
metalized polyproplene scrimkraft facing. The faced
insulation material shall have a UL Flame Spread Rating of
25 when tested in accordance with UL 723 or ASTM E-84
procedures.
Insulation shall be supported at the roof line by means of
mechanical clips spaced on maximum 4' centers and shall be
sealed by means of a 2" side tabs on the facing.
The "U" value through the insulated roof shall be a maximum
of 0.10 BTU's per square foot when calculated in accordance
with the "Zone Method" contained in ASHRAE "Handbook of
Fundamentals", 1981 edition.
RI-2
Therma-Roof
Roof insulation shall consist of 48" wide x 8'and 12' long
polyisocyanurate foam board faced with a white embossed
coated foil on the exposed interior surface.
Insulation shall have a maximum UL Flame Spread Rating of
25, fuel contributed rating of 10 and Smoke Developed Rating
of 155-190 when tested in accordance with UL723 testing
methods and shall meet the requirements of the Underwriters
Laboratories "Wall-Ceiling" Construction Classification.
The roof insulation system shall include metal supporting
tees on 4' centers and all trim required for a finished
interior appearance.
Insulation thickness shall be 2", R9.1, R Value shall be
calculated by the "Zone" method contained in ASHRAE "Handbook of Fundamentals" 1981 edition.
RI-3
Roof insulation shall consist of 48" wide x 8' and 12' long
polyisocyanurate foam board faced with a white embossed
coated foil on the exposed interior surface.
Insulation shall have a maximum UL Flame Spread Rating of
25, fuel contributed rating of 10 and Smoke Developed Rating
of 155-190 when tested in accordance with UL723 testing
methods and shall meet the requirements of the Underwriters
Laboratories "Wall-Ceiling" Construction Classification.
The roof insulation system shall include metal supporting
tees on 4' centers and all trim required for a finished
interior appearance.
Insulation thickness shall be 3", R9.1, R Value shall be
calculated by the "Zone" method contained in ASHRAE
"Handbook of Fundamentals" 1981 edition.
