Metl-Span Santa Fe Insulated Metal Panels
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Insulated Panels
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Santa Fe
The Metl-Span Santa Fe insulated metal panel has a flat exterior profile with a heavy embossed, stucco texture that mimics the look of a masonry stucco finish.
Note: Not intended for exterior walls on cold storage buildings.
Exterior Profile:
No profile with heavy stucco texture
Interior Profile:
Mesa nominal 1/8″ deep; Light Mesa nominal 1/16″ deep
Panel Core:
Foamed-in-place, Non-CFC & zero ODP polyurethane, FM Class 1 approval
Thermal Values:
K-factor, Btu in/ft2 hr. °F @ 75°F (24°C) mean core temperature = 0.140.
K-factor, Btu in/ft2 hr. °F @ 40°F (4°C) mean core temperature = 0.126
Module Width:
36″, 42″
Panel Thickness:
2″, 2 1/2″, 3″, 4″ (2 3/4″ thickness also available from Nevada plant)
Panel Lengths:
8′-0″ to 40′-0″
Exterior Facings:
Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 24 Ga. and 22 Ga.
Interior Facings:
Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga.
Panel Joint:
Offset double tongue and groove with extended metal shelf for positive
face fastening
Fastening:
Fastener and Clip concealed in the side joint
Color:
A full range of exterior colors & coatings are available for the architectural market. For specific information about our available colors and coatings, visit us online for a comprehensive selection.
FM Approved Class 1 with no height restrictions.
Superior Insulating Value across the entire wall and roof area is assured with Metl-Span panels. The advanced polyurethane core provides enhanced insulation values that significantly lower heating and cooling costs.
One-Piece Construction process assures rapid completion of the wall and roof system. Factory fabricated composite Metl-Span Santa Fe insulated metal panels are attached directly to the supporting structure and multiple steps to construct the insulated wall and roof are eliminated. Faster building completion means reduced construction and interim financing costs.
Lightweight yet Structurally Strong panels weigh only 2 ½ to 3 ½ pounds per square foot but are structurally strong enough for long spans that can significantly reduce costs for frame support.
Impermeable Faces & Built-in Thermal Breaks ensure the highest insulating values are maintained for the life of the building. Panels are manufactured with impermeable faces and when installed the insulation is completely encapsulated by metal trim that creates an impermeable membrane on all sides of the panel. The aged “R” values are comparable to the initial “R” values many years after the building’s original completion. Assured thermal values mean lower heating and cooling costs.
Class 1 Polyurethane Foam meets the requirements of the major model building codes for many types of construction. Unlike panels with expanded polystyrene cores they will not produce a self-propagating fire. Local building codes may require automatic fire suppression systems for most installations.
Concealed Attachment with clips and fasteners at the side joint of the panel offers a clean high profile appearance. No more barn like metal building looks.
Metl-Span are Lightweight, yet very strong and durable attributing to reduced costs for erection and structural support.
| Exterior Profile: | No profile with heavy stucco texture. | |||
| Interior Profile: | Mesa wave pattern, nominal 1/8″ deep. Light Mesa wave pattern, nominal 1/16″ deep. |
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| Foam Core: | Foamed-in-place, Non-CFC & zero ODP polyurethane, Factory Mutual Class 1 approval. | |||
| Thermal Values: | R-Values with Air Films | 75° Mean | 40° Mean | |
| 2″ Panel | 15.14 | 17.03 | ||
| 2-1/2″ Panel | 18.71 | 21.29 | ||
| 2-3/4″ Panel | 20.49 | 23.42 | ||
| 3″ Panel | 22.27 | 25.55 | ||
| 4″ Panel | 29.42 | 34.06 | ||
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• R-Values include the air films on each side of the panel. • 75° Mean based on ASTM C518 Thermal Testing. 40° Mean based on ASTM C1363 Thermal Testing (Values for C1363 based on 4″ panel testing). All values for other thicknesses extrapolated. |
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| Module Width: | 42″ | |||
| Panel Thickness: | 2″, 2-1/2″, 2-3/4″, 3″ & 4″ | |||
| Panel Lengths: | Standard 8′-0″ to 40′-0″. | |||
| Horizontal Application Reveal Widths: | 1/4″, 1/2″, 3/4″, 1″, 1-1/2″, 2″, 2-1/2″, 3″ | |||
| Exterior Facings: | Heavy stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 24 Ga. and 22 Ga. | |||
| Interior Facings: | Stucco embossed, G-90 galvanized and/or AZ-50 aluminum-zinc coated steel in 26 Ga., 24 Ga. and 22 Ga. | |||
| Finishes & Colors: |
Polar White, Sandstone, Regal Gray, Desert Beige* and Dark Bronze*. Note: |
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| Interior Finishes & Colors: | USDA-compliant Polyester, Igloo White. | |||
| Joint: | Offset double tongue and groove with extended metal shelf for positive face fastening. | |||
| Fastening: | Fastener & Clip concealed in the side joint. | |||
| FM Approved Class 1 with no height restrictions. | ||||
| CF-42 SANTA FE® WALL PANEL ALLOWABLE CONNECTION LOAD (PSF) | ||||||||||
| PANEL THICKNESS |
SPAN CONDITION |
FASTENING PATTERN | PANEL SPAN (FT) | |||||||
| 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | |||
| 2″ Thick | Two Spans |
Pattern FP1 | 31.6 | 25.8 | 21.7 | 18.8 | 16.5 | 14.8 | 13.3 | 12.2 |
| Pattern FP2 | 46.2 | 37.7 | 31.8 | 27.5 | 24.2 | 21.6 | 19.5 | 17.8 | ||
| Pattern FP3 | 58.3 | 47.6 | 40.2 | 34.7 | 30.5 | 26.0 | 22.1 | 19.0 | ||
| Three Or More Spans |
Pattern FP1 | 33.1 | 27.4 | 23.4 | 20.4 | 18.1 | 16.2 | 14.7 | 13.5 | |
| Pattern FP2 | 48.4 | 40.1 | 34.2 | 29.8 | 26.4 | 23.7 | 21.2 | 18.0 | ||
| Pattern FP3 | 61.1 | 50.6 | 43.2 | 36.5 | 30.2 | 25.2 | 21.2 | 18.0 | ||
| 2.5″ Thick | Two Spans |
Pattern FP1 | 33.3 | 27.2 | 22.9 | 19.8 | 17.4 | 15.5 | 14.0 | 12.7 |
| Pattern FP2 | 47.5 | 38.8 | 32.7 | 28.2 | 24.8 | 22.1 | 19.9 | 18.2 | ||
| Pattern FP3 | 60.1 | 49.0 | 41.3 | 35.7 | 31.4 | 28.0 | 25.2 | 23.0 | ||
| Three Or More Spans |
Pattern FP1 | 34.6 | 28.6 | 24.4 | 21.3 | 18.8 | 16.9 | 15.3 | 14.0 | |
| Pattern FP2 | 49.3 | 40.8 | 34.8 | 30.3 | 26.8 | 24.1 | 21.9 | 20.0 | ||
| Pattern FP3 | 62.4 | 51.6 | 44.0 | 38.3 | 33.9 | 30.5 | 27.7 | 24.7 | ||
| 3″ Thick | Two Spans |
Pattern FP1 | 35.1 | 28.7 | 24.1 | 20.8 | 18.3 | 16.3 | 14.7 | 13.4 |
| Pattern FP2 | 48.8 | 39.8 | 33.6 | 28.9 | 25.4 | 22.6 | 20.4 | 18.6 | ||
| Pattern FP3 | 61.8 | 50.5 | 42.5 | 36.7 | 32.2 | 28.7 | 25.9 | 23.5 | ||
| Pattern FP4 | 71.1 | 58.0 | 48.9 | 42.2 | 37.0 | 33.0 | 29.7 | 27.1 | ||
| Three Or More Spans |
Pattern FP1 | 36.1 | 29.9 | 25.4 | 22.2 | 19.6 | 17.6 | 16.0 | 14.6 | |
| Pattern FP2 | 50.2 | 41.5 | 35.4 | 30.8 | 27.3 | 24.5 | 22.2 | 20.3 | ||
| Pattern FP3 | 63.7 | 52.6 | 44.8 | 39.0 | 34.6 | 31.0 | 28.2 | 25.8 | ||
| Pattern FP4 | 73.2 | 60.5 | 51.5 | 44.9 | 39.7 | 35.7 | 32.4 | 29.6 | ||
| 4″ Thick | Two Spans |
Pattern FP1 | 43.0 | 35.3 | 29.8 | 25.6 | 22.5 | 20.0 | 18.0 | 16.4 |
| Pattern FP2 | 63.0 | 51.8 | 43.6 | 37.6 | 33.0 | 29.3 | 26.4 | 24.0 | ||
| Pattern FP3 | 74.3 | 61.0 | 51.5 | 44.3 | 38.9 | 34.6 | 31.2 | 28.3 | ||
| Pattern FP4 | 79.6 | 65.4 | 55.1 | 47.5 | 41.7 | 37.1 | 33.4 | 30.3 | ||
| Pattern FP5 | 83.3 | 68.4 | 57.7 | 49.7 | 43.6 | 38.8 | 34.9 | 31.7 | ||
| Pattern FP9 | 89.5 | 73.5 | 62.0 | 53.4 | 46.9 | 41.7 | 37.5 | 34.1 | ||
| Pattern FP10 | 93.6 | 76.9 | 64.8 | 55.9 | 49.0 | 43.6 | 39.3 | 35.7 | ||
| Three Or More Spans |
Pattern FP1 | 44.0 | 36.3 | 30.9 | 26.9 | 23.8 | 21.3 | 19.3 | 17.7 | |
| Pattern FP2 | 64.4 | 53.2 | 45.3 | 39.4 | 34.9 | 31.3 | 28.3 | 25.9 | ||
| Pattern FP3 | 76.0 | 62.8 | 53.4 | 46.5 | 41.1 | 36.9 | 33.4 | 30.6 | ||
| Pattern FP4 | 81.4 | 67.2 | 57.2 | 49.8 | 44.1 | 39.5 | 35.8 | 32.8 | ||
| Pattern FP5 | 85.1 | 70.3 | 59.9 | 52.1 | 46.1 | 41.3 | 37.5 | 34.3 | ||
| Pattern FP9 | 91.5 | 75.6 | 64.2 | 55.6 | 49.0 | 43.8 | 39.6 | 36.2 | ||
| Pattern FP10 | 92.6 | 75.9 | 64.2 | 55.6 | 49.0 | 43.8 | 39.6 | 36.2 | ||
| CF-36 SANTA FE® WALL PANEL ALLOWABLE CONNECTION LOAD (PSF) | ||||||||||
| PANEL THICKNESS |
SPAN CONDITION |
FASTENING PATTERN |
PANEL SPAN (FT) | |||||||
| 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | |||
| 2″ Thick | Two Spans |
Pattern FP1 | 40.5 | 34.6 | 30.3 | 26.8 | 23.6 | 21.0 | 19.0 | 17.3 |
| 2.5″ Thick | Pattern FP1 | 45.0 | 38.5 | 33.7 | 30.1 | 27.1 | 24.1 | 21.8 | 19.8 | |
| 3″ Thick | Pattern FP1 | 49.0 | 41.8 | 36.6 | 32.7 | 29.5 | 26.9 | 24.3 | 22.2 | |
| 2″ Thick | Three Or More Spans |
Pattern FP1 | 41.4 | 35.1 | 30.4 | 26.8 | 24.0 | 21.7 | 19.8 | 18.2 |
| 2.5″ Thick | Pattern FP1 | 46.3 | 39.3 | 34.1 | 30.2 | 27.0 | 24.4 | 22.3 | 20.5 | |
| 3″ Thick | Pattern FP1 | 50.5 | 42.9 | 37.3 | 33.1 | 29.6 | 26.9 | 24.6 | 22.6 | |
- Based on CF-36 and CF-42 panel with 26 ga. Santa Fe exterior & 26 ga. Light Mesa interior faces (min Fy=33 ksi).
- For pattern FP1, CF panel clips are fastened to minimum 14 gage steel with (2) 1/4″-14 SDS Tek 3 at interior supports and (1) 1/4″-14 SDS Tek 3 at end supports. For 12 gage or thicker steel, #12-24 SDS or 1/4″-14 SDS Tek 5′s may be used. In lieu of self-drilling screws, self-tapping screws may be used.
- Fastening patterns FP2, FP3, FP4 and FP5, includes CF panel clip attachment plus 1, 2, 3 or 4 Fabloks, repsectively, at supports per panel width. Fab-lok spacing is 10.5″ OC from female edge of panel seam.
- The through fasteners (FP9) are as follows: #12-24 SDS in min 12 ga. steel; or #1/4-14 SDS in min 12 ga. steel; or #1/4-14 STS in min 14 ga. steel. 4 Fasteners with 5/8″ neoprene bonded washers per panel width @ max 8.4″ OC.
- The through fasteners (FP10) are as follows: #12-24 SDS in min 12 ga. steel ; or #1/4-14 SDS in min 12 ga. steel; or #1/4-14 STS in min 14 ga. steel. 5 Fasteners with 5/8″ neoprene bonded washers per panel width @ max 8.4″ OC.
- Allowable suction load is the lowest value of panel bending strength, shear strength, deflection limit and connection strength for each fastening pattern.
- Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/180.
- The panel connection strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of 2.
- The structural capacity of the girts are not considered and must be examined independently.
- Consult Metl-Span for recommendations on panel profile and gage suitable for thermal stresses.
| CF-42 SANTA FE® WALL PANEL ALLOWABLE POSITIVE LOAD (PSF) | ||||||||||
| PANEL THICKNESS |
SPAN CONDITION |
DESIGN CRITERIA |
PANEL SPAN (FT) | |||||||
| 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | |||
| 2″ Thick | Two Spans |
Bending & Shear | 73.3 | 59.8 | 50.4 | 43.5 | 38.3 | 31.9 | 25.3 | 20.5 |
| Deflection (L/180) | 61.6 | 48.8 | 39.7 | 33.0 | 27.8 | 23.6 | 20.3 | 17.6 | ||
| Three Or More Spans |
Bending & Shear | 71.8 | 59.1 | 50.1 | 43.6 | 38.5 | 34.2 | 27.7 | 22.9 | |
| Deflection (L/180) | 62.3 | 49.3 | 40.0 | 33.0 | 27.5 | 23.2 | 19.7 | 16.8 | ||
| 2.5″ Thick | Two Spans |
Bending & Shear | 83.7 | 68.3 | 57.6 | 49.7 | 43.6 | 38.9 | 32.9 | 26.5 |
| Deflection (L/180) | 75.9 | 60.6 | 49.7 | 41.6 | 35.3 | 30.3 | 26.3 | 23.0 | ||
| Three Or More Spans |
Bending & Shear | 81.7 | 67.1 | 56.9 | 49.3 | 43.6 | 39.0 | 34.8 | 28.6 | |
| Deflection (L/180) | 76.6 | 61.3 | 50.2 | 41.9 | 35.4 | 30.2 | 25.9 | 22.4 | ||
| 3″ Thick | Two Spans |
Bending & Shear | 93.1 | 76.1 | 64.2 | 55.3 | 48.5 | 43.2 | 38.9 | 32.8 |
| Deflection (L/180) | 88.4 | 71.1 | 58.7 | 49.4 | 42.2 | 36.5 | 31.8 | 28.0 | ||
| Three Or More Spans |
Bending & Shear | 90.8 | 74.4 | 63.0 | 54.6 | 48.2 | 43.1 | 39.0 | 34.3 | |
| Deflection (L/180) | 89.2 | 71.8 | 59.3 | 49.9 | 42.5 | 36.6 | 31.7 | 27.7 | ||
| 4″ Thick | Two Spans |
Bending & Shear | 98.5 | 80.7 | 68.1 | 58.7 | 51.5 | 45.8 | 41.2 | 37.5 |
| Deflection (L/180) | 108.2 | 87.7 | 73.0 | 62.0 | 53.4 | 46.6 | 41.0 | 36.4 | ||
| Three Or More Spans |
Bending & Shear | 96.0 | 78.7 | 66.5 | 57.5 | 50.7 | 45.3 | 40.9 | 37.3 | |
| Deflection (L/180) | 108.8 | 88.4 | 73.8 | 62.7 | 54.0 | 47.1 | 41.3 | 36.6 | ||
- Based on CF-42 panel with 26 ga. Santa Fe exterior & 26 ga. Light Mesa interior faces (min Fy=33 ksi).
- Refer to the allowable connection load chart, for suction loads, which controls support spacing requirements.
- Allowable positive load is the lowest value of panel bending strength, shear strength & deflection limit.
- Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/180.
- The structural capacity of the girts are not considered and must be examined independently.
- Consult Metl-Span for recommendations on panel profile and gage suitable for thermal stresses.