Corpus sync: neutrality remakes, note hygiene, datasheet relocation, transformer-split cross-refs
1Scope
NOTEThis standard covers the materials, performance, fabrication, and installation of preformed and field-formed metal roof panel systems, including the panels, concealed or exposed attachment, underlayment, sealants, and integral closures. The panel system types within scope are mechanically seamed standing seam, snap-lock standing seam, batten-seam, and exposed-fastener through-fastened profiles. Both structural systems spanning open framing or purlins and architectural systems over a continuous solid deck are within scope. (1.1)
1.2The metal roof panel system shall be furnished as a complete assembly from a single manufacturer, including panels, clips, fasteners, sealants, closures, and matching flashing and trim components.
1.3The panel system shall be installed weathertight and structurally complete, including all accessories required for a finished installation whether or not each item is specifically called out.
NOTEPanel-integrated flashing, eave, rake, ridge, valley, and penetration trim are within scope. This standard does not cover the following, which are coordinated with this section but specified elsewhere: (1.4)
Stand-alone custom sheet metal work, gutters, copings, and trim furnished as a separate scope — see Sheet Metal Flashing And TrimSheet Metal Flashing and TrimResolves to the current edition.sync/sheet-metal-flashing-and-trim.
Roof thermal insulation and air/vapor control layers — see Building Thermal InsulationBuilding Thermal InsulationResolves to the current edition.sync/building-thermal-insulation.
Vertical metal wall cladding and matching wall panels — see Metal Wall PanelsMetal Wall PanelsResolves to the current edition.sync/metal-wall-panels.
2Referenced Standards
NOTEThe following standards are referenced in this section; the edition adopted by the authority having jurisdiction governs where a conflict exists. (2.1)
Standard
Title
ASTM A653
Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM A792
Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process
ASTM B209
Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate
ASTM B370
Standard Specification for Copper Sheet and Strip for Building Construction
ASTM B69
Standard Specification for Rolled Zinc
ASTM D1970
Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection
ASTM E108
Standard Test Methods for Fire Tests of Roof Coverings
ASTM E1514
Standard Specification for Structural Standing Seam Steel Roof Panel Systems
ASTM E1592
Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference
ASTM E1646
Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference
ASTM E2140
Standard Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head
UL 580
Standard for Tests for Uplift Resistance of Roof Assemblies
UL 790
Standard Test Methods for Fire Tests of Roof Coverings
UL 1897
Uplift Test for Roof Covering Systems
FM 4471
Approval Standard for Class 1 Panel Roofs
SMACNA Architectural Sheet Metal Manual, 7th Edition
Architectural Sheet Metal Manual (7th Edition)
NRCA Roofing Manual
Metal Panel and SPF Roof Systems
IBC Section 1507.4 / IRC Section R905.10
Metal Roof Panels
ASCE 7
Minimum Design Loads and Associated Criteria for Buildings and Other Structures
3Submittals
NOTEAction Submittals (3.1)
3.1.1The Contractor shall submit the following action submittals for review and approval before fabrication:
Product data for each panel profile, including base metal, gauge or thickness, coating, finish, seam type, and coverage width.
Shop drawings showing panel layout, dimensions, clip and fastener spacing, and the location of factory and field seams.
Shop drawings of all flashing, trim, closures, and panel terminations at eave, rake, ridge, hip, valley, transition, and penetration conditions.
Color and finish samples for each exposed metal and coating, full color range plus the selected color.
Panel samples, minimum 12 in long, of each profile showing the proposed seam, coating, and finish.
Manufacturer's signed certification of wind-uplift, water-penetration, and fire classification test compliance for the specific assembly.
Structural calculations for clip spacing and panel span signed by a licensed professional engineer where the panels are structural.
Action Submittalscheckbox
☑ Product data for each panel profile
☑ Panel layout and seam shop drawings
☑ Flashing, trim, and termination shop drawings
☑ Color and finish samples
☐ Panel profile samples (12 in minimum)
☑ Wind, water, and fire test certification
☐ Signed structural calculations (structural panels)
NOTEInformational Submittals (3.2)
3.2.1The Contractor shall submit the following informational submittals before installation begins:
Manufacturer's installation instructions for the specified panel and clip system.
Qualification data for the installer demonstrating manufacturer certification or approval.
Sample warranty documents for the finish, weathertightness, and system warranties.
Field-formed panel machine certification where panels are roll-formed on site.
Informational Submittalscheckbox
☑ Manufacturer installation instructions
☑ Installer qualification data
☑ Sample warranty documents
☐ Field roll-forming machine certification
NOTECloseout Submittals (3.3)
3.3.1The Contractor shall submit the following closeout submittals before final acceptance:
Executed finish warranty, weathertightness warranty, and system warranty.
Maintenance instructions for cleaning, inspection, and minor repair of the finish and seams.
Record documents showing as-installed panel layout, clip type, and flashing details.
Touch-up coating matching the panel finish for field repair of minor coating damage.
Closeout Submittalscheckbox
☑ Executed warranties
☑ Maintenance instructions
☑ As-installed record documents
☑ Touch-up coating
4Quality Assurance
NOTEQualifications (4.1)
4.1.1The manufacturer shall have produced metal roof panel systems of the type specified for a minimum of five years.
4.1.2The installer shall be certified or approved in writing by the panel manufacturer for the specified system.
NOTEField roll-forming, where used, shall be performed by an operator trained and certified by the roll-forming machine manufacturer. (4.1.3)
4.1.4Field roll-forming shall be performed by an operator trained and certified for the roll-forming machine in use.
NOTEMockups (4.2)
NOTEA mockup demonstrates the seam appearance, finish color, flashing integration, and oil-canning characteristics before full production proceeds. (4.2.1)
4.2.2The Contractor shall construct a field mockup of the panel system including at least one full seam, one eave, one rake, and one penetration condition.
4.2.3The mockup shall be a minimum of 100 ft² in roof area unless a smaller area is approved by the Architect.
4.2.4The approved mockup shall establish the acceptable standard of appearance, including the acceptable degree of oil-canning, for the work.
4.2.5The mockup may remain as part of the completed work if it is undisturbed and conforms to the final requirements.
NOTEOil-Canning (4.3)
NOTEOil-canning is a visible waviness in the flat areas of light-gauge metal panels caused by internal stresses, thermal movement, and forming, and is an inherent characteristic of formed metal, not a defect. (4.3.1)
4.3.2Oil-canning shall not be cause for panel rejection provided the panels conform to the approved mockup and manufacturer tolerances.
NOTEStriations, ribs, or a stiffening rib in the flat pan should be specified where a reduced appearance of oil-canning is desired. (4.3.3)
5Performance Requirements
NOTEWind Uplift (5.1)
5.1.1Wind uplift is the dominant structural demand on a metal roof; the panel-and-clip assembly must resist the net uplift pressure at field, perimeter, and corner zones determined from the site design wind speed.
5.1.2The panel system shall be tested for structural performance under uniform static air pressure difference in accordance with ASTM E1592.
5.1.3The tested uplift capacity, including the appropriate safety factor, shall equal or exceed the design wind-uplift pressure computed in accordance with ASCE 7 for the field, perimeter, and corner zones of the roof.
5.1.4The design wind-uplift pressures and roof pressure zones for this project are as indicated. roof wind-pressure zone diagram
5.1.5Where a UL classification is required by the authority having jurisdiction, the assembly shall carry a UL 580 or UL 1897 uplift classification meeting the required class.
5.1.6Where the project is FM-insured or an FM-approved assembly is specified, the assembly shall be listed in the FM Approval Guide under FM 4471 at the required Class 1 uplift rating.
NOTEStanding seam systems resist water by seam height and geometry; the required test method depends on whether the governing concern is static head (ponding, snow melt) or wind-driven rain. (5.2.1)
5.2.2The panel system shall show no uncontrolled water penetration when tested under static water pressure head in accordance with ASTM E2140.
5.2.3The panel system shall show no uncontrolled water penetration when tested under uniform static air pressure difference in accordance with ASTM E1646.
5.2.4Mechanically seamed standing seam systems shall be used on roof slopes below 3:12 where wind-driven water and static head resistance are critical.
NOTEFire Classification (5.3)
NOTEBare metal panels are non-combustible and typically achieve a Class A material rating, but the assembly classification depends on the deck, underlayment, and any insulation below the panel. (5.3.1)
5.3.2The roof assembly shall carry a fire classification in accordance with ASTM E108 or UL 790 meeting the class required by the authority having jurisdiction.
Roof Fire Classificationselect
Class A
Class B
Class C
NOTEWhere a UL-listed assembly is specified, the assembly shall carry a UL 790 listing for the required class; a UL 790 listing satisfies ASTM E108 but the reverse is not true. (5.3.3)
NOTEThermal Movement (5.4)
5.4.1A long metal panel run expands and contracts significantly with temperature; the clip and seam must accommodate that movement or the panel will buckle and the clip slots will tear.
5.4.2The panel system shall accommodate thermal movement resulting from an ambient surface temperature range of -20 °F to 180 °F without buckling, seam separation, fastener fatigue, or noise.
5.4.3Floating two-piece clips with slotted travel shall be provided for steel panel runs longer than 40 ft and for aluminum panel runs longer than 20 ft.
5.4.4Fixed clips may be used only where the panel run is short enough that thermal movement is accommodated within the seam and clip tolerance.
Clip Typeradio
○ Fixed clip
● Floating two-piece clip (slotted)
6Environmental and Service Conditions
6.1The base metal and coating shall be selected for the corrosivity of the service environment, including coastal salt exposure, industrial pollutants, and agricultural ammonia.
NOTEAluminum or coated aluminum panels should be specified in marine and coastal environments within roughly one mile of salt water where bare and galvanized steel corrode rapidly. (6.2)
6.3Aluminum panels shall be specified where the service environment is coastal, marine, or otherwise highly corrosive to steel.
6.4Bare Galvalume panels shall not be used in environments with standing water, animal confinement, or continuous condensation, where the aluminum-zinc coating degrades.
6.5Bare Galvalume panels shall not be used in animal-confinement or continuously wet environments.
6.6Dissimilar metals in contact shall be isolated to prevent galvanic corrosion as specified in the components section.
Service Environmentselect
Standard (inland, low corrosivity)
Industrial (pollutant exposure)
Coastal/marine (salt exposure)
Agricultural (ammonia/confinement)
7Panel System Type and Configuration
NOTESeam Type (7.1)
NOTEThe seam type governs minimum slope, water-tightness, and installation method, and is the single most consequential selection in a metal roof specification. (7.1.1)
7.1.2Mechanically seamed standing seam panels shall be field-seamed with a power seaming tool to fold the panel legs into a continuous, weathertight seam.
7.1.3Snap-lock standing seam panels shall engage by mechanical snap action without field seaming and shall be used only on slopes at or above the manufacturer's minimum, typically 3:12.
7.1.4Batten-seam panels shall be joined by a separate batten cap engaging the upturned legs of adjacent panels.
7.1.5Through-fastened exposed-fastener panels shall be attached with gasketed fasteners driven through the panel into the structure and shall be used only on slopes at or above 3:12.
Seam Typeselect
Mechanically seamed standing seam
Snap-lock standing seam
Batten-seam
Through-fastened (exposed fastener)
Seam Height (standing seam)select
1 in
1.5 in
1.75 in
2 in
3 in
NOTEStructural vs. Architectural Substrate (7.2)
NOTEA structural panel spans between purlins or open framing and carries its own uplift rating tied to span and purlin spacing; an architectural panel requires a continuous solid deck below it. Substituting one substrate for the other voids the tested rating and is a frequent source of field conflict. (7.2.1)
7.2.2Structural panel systems shall span between purlins or framing at the spacing for which the panel is tested in accordance with ASTM E1592 and, for steel, ASTM E1514.
7.2.3Architectural panel systems shall be installed only over a continuous solid deck with underlayment.
7.2.4The structural deck or framing arrangement and purlin spacing are as indicated. roof framing plan
Substrate Typeradio
○ Structural (over purlins/open framing)
● Architectural (over solid deck)
NOTEMinimum Slope (7.3)
NOTEEach seam type has a minimum slope below which wind-driven water and static head overwhelm the seam; specifying a panel below its rated slope is a leak source. (7.3.1)
7.3.2The installed roof slope shall equal or exceed the minimum slope rated by the manufacturer for the selected seam type and seam height.
7.3.3The roof slope for this project is as indicated. roof plan slope arrows
Roof Sloperange
:12
0.2512
Default: 3 :12
Per drawings — roof plan slope arrows
NOTEPanel Coverage Width (7.4)
NOTENarrower panels reduce oil-canning on wide flat pans but increase the number of seams and the installed cost. (7.4.1)
7.4.2The panel coverage width shall be uniform across the roof except at edge panels trimmed to fit.
Panel Coverage Widthselect
12 in
16 in
18 in
24 in
36 in (through-fastened)
8Panel Materials
NOTEBase Metal (8.1)
NOTEThe base metal sets the corrosion resistance, structural capacity, and cost of the panel; the choice is driven by environment, span, and budget. (8.1.1)
8.1.2Galvalume steel sheet shall conform to ASTM A792, Grade AZ50 or AZ55 aluminum-zinc coating, where steel panels are specified.
8.1.3Galvanized steel sheet shall conform to ASTM A653, G90 coating minimum, where galvanized steel is specified.
8.1.4Aluminum sheet shall conform to ASTM B209, alloy 3003, 3004, or 5052, in the temper required for the panel profile.
8.1.5Copper sheet shall conform to ASTM B370 in the weight specified.
8.1.6Rolled zinc sheet shall conform to ASTM B69 in the thickness and finish specified.
Base Metalselect
Galvalume steel (ASTM A792 AZ50)
Galvalume steel (ASTM A792 AZ55)
Galvanized steel (ASTM A653 G90)
Aluminum (ASTM B209)
Copper (ASTM B370)
Zinc (ASTM B69)
NOTEGauge and Thickness (8.2)
NOTEHeavier gauge increases structural span capability and reduces oil-canning; lighter gauge reduces cost and is appropriate for short architectural runs over solid deck. (8.2.1)
8.2.2Steel panel gauge shall be selected so that the panel meets the structural and uplift requirements for the design span and pressure.
8.2.3The minimum steel panel gauge for structural and high-wind applications shall be 24 ga; 22 ga shall be used where the design span or uplift requires it.
Steel Panel Gaugeselect
22 ga (0.030 in)
24 ga (0.024 in)
26 ga (0.018 in)
Aluminum Panel Thicknessselect
0.032 in
0.040 in
0.050 in
NOTEFinish System (8.3)
NOTEThe exterior coating governs color retention, chalk and fade resistance, and warranty length; the PVDF 70% fluoropolymer coating is the architectural standard. (8.3.1)
8.3.2The exterior finish shall be a 70% polyvinylidene fluoride (PVDF) fluoropolymer coating where a long-term fade and chalk warranty is required.
8.3.3A silicone-modified polyester (SMP) finish may be used where a lower-cost finish with a shorter warranty is acceptable.
8.3.4The interior (underside) surface of the panel shall receive a manufacturer's standard wash coat or backer finish.
8.3.5The dry film thickness of the exterior PVDF finish shall be not less than 0.9 mil over a 0.2 mil to 0.3 mil primer.
Exterior Finish Systemselect
PVDF 70% fluoropolymer (2-coat)
PVDF 70% fluoropolymer (3-coat metallic/mica)
Silicone-modified polyester (SMP)
Anodized aluminum (Class I)
Bare/mill finish
Natural patina (copper/zinc)
NOTEColor and Cool-Roof Compliance (8.4)
NOTENot all colors are available in a finish that meets cool-roof solar reflectance thresholds; dark colors usually do not qualify. The color and any reflectance requirement must be reconciled before the palette is locked. (8.4.1)
8.4.2The panel color shall be selected from the manufacturer's standard PVDF color range unless a custom color is specified.
8.4.3Where Energy Star, LEED, or a cool-roof code such as Title 24 applies, the selected color shall meet the required minimum Solar Reflectance Index (SRI).
Cool-Roof Compliance Requiredradio
○ Yes
● No
Minimum Solar Reflectance Index (SRI)range
SRI
0100
Default: 29 SRI
9Components and Accessories
NOTEClips and Attachment (9.1)
9.1.1Clips transfer uplift from the panel to the structure and, on long runs, allow the panel to move; clip material and design must suit both the panel metal and the thermal movement demand.
9.1.2Clips shall be of the type and material recommended by the panel manufacturer for the specified panel, slope, and design uplift.
9.1.3Stainless steel clips shall be used where aluminum panels would otherwise contact a steel structure, to prevent galvanic corrosion.
9.1.4Clip spacing shall be as established by the manufacturer's tested assembly for the design uplift at field, perimeter, and corner zones.
Clip Materialselect
Galvanized steel
Aluminum
Stainless steel
NOTEFasteners (9.2)
9.2.1Concealed clip fasteners and exposed panel fasteners both must resist pull-out under uplift and corrosion over the service life; exposed fasteners additionally seal the penetration.
9.2.2Concealed fasteners securing clips to the structure shall be corrosion-resistant and sized for the design uplift pull-out load.
9.2.3Exposed fasteners on through-fastened panels shall have an integral or bonded EPDM or neoprene sealing washer.
9.2.4Fasteners in contact with aluminum or Galvalume panels shall be stainless steel or shall otherwise be compatible to prevent galvanic corrosion.
Exposed Fastener Type (through-fastened)select
Self-drilling screw with bonded EPDM washer
Self-tapping screw with bonded EPDM washer
Stainless steel screw with bonded EPDM washer
NOTESealants and Butyl Tape (9.3)
9.3.1Standing seam joints and low-slope conditions rely on a continuous sealant bead inside the seam; the sealant must be compatible with both the coating and the base metal or it can react, lose adhesion, or void the finish warranty.
9.3.2Seam sealant and butyl tape shall be the type approved by the panel manufacturer for the specified panel and coating.
9.3.3A continuous bead of butyl sealant shall be provided in the standing seam leg of mechanically seamed and low-slope systems.
9.3.4Field-applied sealant shall be a non-curing butyl or a low-modulus polyurethane compatible with the panel finish.
Seam Sealantselect
Factory-applied butyl in seam
Field-applied butyl tape in seam
Both factory and field-applied
NOTEClosures and Trim (9.4)
NOTEClosures seal the corrugation profile at terminations against wind-driven rain, insects, and birds; trim integrates the panel field with adjacent surfaces. (9.4.1)
9.4.2Inside and outside closures matching the panel profile shall be provided at eave, ridge, rake, and transition conditions.
9.4.3Closures shall be of closed-cell foam, formed metal, or extruded profile compatible with the panel metal and finish.
9.4.4Flashing and trim shall be of the same base metal and finish as the panels and shall be detailed to permit thermal movement.
NOTEFlashing and trim detailing should follow the SMACNA Architectural Sheet Metal Manual where a project-specific detail is not provided. (9.4.5)
NOTEIsolation of Dissimilar Metals (9.5)
NOTEAluminum, copper, and zinc each corrode galvanically when in direct contact with, or in runoff from, a more noble or more active metal; an isolation layer breaks that circuit. (9.5.1)
9.5.2Aluminum panels and accessories shall be isolated from dissimilar metals with EPDM tape, a non-conductive separator, or a compatible coating.
9.5.3Copper and copper runoff shall not be allowed to discharge onto aluminum, zinc, or Galvalume surfaces.
10Underlayment
NOTEUnderlayment under a metal panel sees far higher surface temperatures than under most other roof coverings; standard felt or synthetic underlayment can off-gas and bond to the panel underside, so a high-temperature self-adhered product is required. (10.1)
10.2Underlayment over a solid deck beneath metal panels shall be a self-adhered membrane rated for continuous service at the panel underside temperature and complying with ASTM D1970 where used for ice-dam protection.
10.3The underlayment shall be rated by its manufacturer for a minimum surface temperature of 240 °F.
NOTEStandard organic felt underlayment shall not be used directly beneath metal roof panels. (10.4)
10.5Standard organic felt or non-high-temperature synthetic underlayment shall not be installed directly beneath metal roof panels.
10.6In climate zones requiring ice-dam protection, self-adhered underlayment shall extend from the eave edge to a point at least 24 in inside the interior face of the exterior wall.
10.7The extent of full-coverage versus eave-only self-adhered underlayment is as indicated. underlayment extent plan
Underlayment Typeselect
High-temperature self-adhered (full coverage)
High-temperature self-adhered (eave/valley) plus high-temp synthetic field
11.1The panel system shall be installed in accordance with the manufacturer's instructions, the approved shop drawings, and the approved mockup.
11.2Panels shall be installed straight, true, and in alignment, with seams plumb and parallel.
NOTEInstallation should follow the applicable details of the NRCA Roofing Manual for metal panel roof systems where a project detail is not provided. (11.3)
NOTESubstrate Preparation (11.4)
11.4.1The solid deck or framing shall be inspected for proper slope, attachment, and surface condition before underlayment and panels are installed.
11.4.2Defects in the deck or framing that would impair panel installation or performance shall be corrected before work proceeds.
11.4.3Underlayment shall be installed lapped to shed water and shall be continuous before panel installation begins.
NOTEPanel Installation (11.5)
11.5.1Mechanically seamed panels shall be field-seamed with the seaming tool specified by the manufacturer to the full seam fold within the manufacturer's allowable time after panel placement.
11.5.2Snap-lock panels shall be fully engaged along the entire seam length so the seam is continuously locked.
11.5.3Clips shall be fastened to the structure at the spacing established by the tested assembly, with floating clips set to permit the calculated thermal travel.
11.5.4Field-cutting of panels shall be performed with tools that do not damage the coating; abrasive saws that throw hot metal filings onto the finish shall not be used.
11.5.5Panels shall not be cut with abrasive saws or torches that deposit hot metal particles on the finish.
11.5.6Cut edges and minor coating damage shall be touched up with the manufacturer's matching repair coating.
NOTEPenetrations and Terminations (11.6)
11.6.1Penetrations through metal roof panels shall be flashed with manufacturer-approved boots, curbs, or formed flashing detailed to permit panel thermal movement.
11.6.2Eave, ridge, hip, valley, and rake terminations shall be closed with matching closures and flashing detailed for weathertightness.
11.6.3The location of all roof penetrations and rooftop equipment supports is as indicated. roof penetration plan
NOTEProtection (11.7)
11.7.1Installed panels shall be protected from foot traffic, dropped tools, and trade damage until the work is accepted.
11.7.2Strippable protective film, where provided on the finish, shall be removed within the time limit set by the finish manufacturer to prevent adhesive staining.
12Delivery, Storage, and Handling
12.1Panels shall be delivered in the manufacturer's packaging with labels identifying profile, gauge, finish, and color intact.
12.2Panels and accessories shall be stored off the ground, on a slope, and covered with a breathable cover to prevent water entrapment and white-rust staining of bare or Galvalume surfaces.
12.3Bundled panels shall be stored elevated at one end so that any entrapped moisture drains and does not pond between nested panels.
12.4Panels stored on site shall be kept dry, as trapped moisture between nested panels causes water staining and coating damage.
12.5Panels shall be handled to prevent bending, denting, and abrasion of the finish, and shall be lifted rather than dragged across one another.
12.6Coil and panel stock for field roll-forming shall be protected from moisture, dust, and mechanical damage before forming.
13Warranty
NOTEThree distinct warranties apply to a metal roof: the finish (fade and chalk), the weathertightness of the installation, and the overall system; each has a different obligor and duration. (13.1)
13.2The manufacturer shall provide a finish warranty against excessive fade, chalk, and film integrity failure for the period specified.
13.3The Contractor shall provide a weathertightness warranty against leaks resulting from defective installation for the period specified.
13.4A manufacturer's weathertightness or system warranty shall be provided where the manufacturer's certified installer performs the work and the manufacturer inspects the installation.
Finish Warranty Termselect
20 years
25 years
30 years
35 years
40 years
Weathertightness Warranty Termselect
2 years
5 years
10 years
20 years
Manufacturer System Warrantyradio
○ Required (NDL/no-dollar-limit)
○ Required (standard)
● Not required
14Spare Parts
NOTESpare panels and matching touch-up coating allow future repair with the original profile and color, which can become unavailable after a finish line is discontinued. (14.1)
14.2The Contractor shall deliver spare panels of each profile and color used, in the quantity specified, for future repairs.
14.3The Contractor shall deliver spare clips, fasteners, closures, and sealant matching those installed.
14.4The Contractor shall deliver touch-up coating matching each finish for field repair of minor coating damage.