Load Table
Load Table
CD36 | CD36 CL Inverted Galvanized
Agway CD deck sections feature embossments rolled into the flutes, which interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies:
F816; F817; F904; F906.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 18 | 36" | 540" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 18 | 914 mm | 13.72 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.66 | 0.474 | 33 | 0.181 | 0.181 | 0.176 |
| 0.036 | 1.99 | 0.569 | 33 | 0.230 | 0.225 | 0.211 |
| 0.048 | 2.66 | 0.756 | 33 | 0.315 | 0.306 | 0.280 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.10 | 1004 | 230 | 9.82 | 9.89 | 0.241 |
| 0.914 | 9.72 | 1203 | 230 | 12.50 | 12.10 | 0.288 |
| 1.220 | 13.00 | 1600 | 230 | 16.90 | 16.50 | 0.383 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 4.0 | 4.5 | 5.0 | 5.5 | 6.0 |
| SLAB WEIGHT (PSF) | ||||
| 45.9 | 52.1 | 58.4 | 64.4 | 70.9 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 1.07 | 1.22 | 1.37 | 1.53 | 1.68 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 100 | 110 | 120 | 130 | 140 |
| SLAB WEIGHT (KPA) | ||||
| 2.07 | 2.30 | 2.52 | 2.75 | 2.97 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.86 | 0.96 | 1.06 | 1.16 | 1.26 |
Load Table
Load Table
CD36 | CD36 CL Galvanized
Agway CD deck sections feature embossments rolled into the flutes, which interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies:
F816; F817; F904; F906.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 18 | 36" | 540" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 18 | 914 mm | 13.72 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.66 | 0.474 | 33 | 0.184 | 0.194 | 0.163 |
| 0.036 | 1.99 | 0.569 | 33 | 0.226 | 0.233 | 0.207 |
| 0.048 | 2.66 | 0.756 | 33 | 0.307 | 0.315 | 0.280 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.10 | 1004 | 230 | 9.89 | 10.4 | 0.222 |
| 0.914 | 9.72 | 1203 | 230 | 12.10 | 12.50 | 0.281 |
| 1.220 | 13.00 | 1600 | 230 | 16.50 | 16.90 | 0.383 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 4.0 | 4.5 | 5.0 | 5.5 | 6.0 |
| SLAB WEIGHT (PSF) | ||||
| 41.2 | 47.4 | 53.7 | 59.9 | 66.2 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 0.95 | 1.11 | 1.26 | 1.42 | 1.57 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 100 | 110 | 120 | 130 | 140 |
| SLAB WEIGHT (KPA) | ||||
| 1.86 | 2.08 | 2.31 | 2.53 | 2.76 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.77 | 0.87 | 0.97 | 1.07 | 1.17 |
Load Table
Load Table
CD36 | CD36 CL Galvanneal
Agway’s CD deck sections feature embossments rolled into the flutes, which interlock with concrete to form an extremely lightweight, unified composite structure offering superior strength-to-weight ratios. In addition to supporting gravity loads, hybrid composite decks offer superb lateral diaphragm action, thereby reducing or eliminating the need for structural bracing against lateral loads, such as winds, hydrostatic pressures, and even earthquakes.
Agway CD deck sections are listed in the following ULC floor assemblies:
F816; F817; F904; F906.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 18 | 36" | 540" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 914 mm | 13.72 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| in | psf | in2 |
ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.66 | 0.474 | 33 | 0.184 | 0.194 | 0.163 |
| 0.036 | 1.99 | 0.569 | 33 | 0.226 | 0.233 | 0.207 |
| 0.048 | 2.66 | 0.756 | 33 | 0.307 | 0.315 | 0.280 |
| BASE STEEL THICKNESS |
MASS Z275 |
AREA OF STEEL |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|---|
| mm | kg/m | in2 |
MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.10 | 1004 | 230 | 9.89 | 10.4 | 0.222 |
| 0.914 | 9.72 | 1203 | 230 | 12.10 | 12.50 | 0.281 |
| 1.220 | 13.00 | 1600 | 230 | 16.50 | 16.90 | 0.383 |
Composite Slab Properties
| OVERALL SLAB DEPTH, D (IN) | ||||
|---|---|---|---|---|
| 4.0 | 4.5 | 5.0 | 5.5 | 6.0 |
| SLAB WEIGHT (PSF) | ||||
| 41.2 | 47.4 | 53.7 | 59.9 | 66.2 |
CONCRETE VOLUME (YD3/100FT2) |
||||
| 0.95 | 1.11 | 1.26 | 1.42 | 1.57 |
| OVERALL SLAB DEPTH, D (MM) | ||||
|---|---|---|---|---|
| 100 | 110 | 120 | 130 | 140 |
| SLAB WEIGHT (KPA) | ||||
| 1.86 | 2.08 | 2.31 | 2.53 | 2.76 |
CONCRETE VOLUME (M3/10M2) |
||||
| 0.77 | 0.87 | 0.97 | 1.07 | 1.17 |
Load Table
Load Table
RD75-300 | RD75-300 CL
From the Agway 75 Series of high strength-to-weight roof decking, the RD75-300 profile is a 36” wide panel featuring 3” deep flutes, spaced 12” apart, providing the strength needed for heavier duty applications.
Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| in | psf | ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.77 | 33 | 0.472 | 0.473 | 0.814 |
| 0.036 | 2.11 | 33 | 0.599 | 0.601 | 0.982 |
| 0.048 | 2.80 | 33 | 0.846 | 0.846 | 1.31 |
| 0.060 | 3.48 | 33 | 1.05 | 1.05 | 1.63 |
| BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| mm | kg/m | MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.6 | 230 | 25.4 | 25.4 | 1.09 |
| 0.914 | 10.3 | 230 | 32.1 | 32.1 | 1.34 |
| 1.22 | 13.7 | 230 | 45.5 | 45.5 | 1.79 |
| 1.52 | 17.0 | 230 | 56.6 | 56.6 | 2.23 |
Load Table
Load Table
RD75-200 | RD75-200 CL
One of the Agway 75 Series of high strength-to-weight roof decking, the RD75-200 profile is a 32” wide panel featuring 3” deep flutes, spaced 8” apart, providing the strength needed for heavier duty applications.
Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
Measurement Type
Profile Picture
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 32" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 813 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| in | psf | ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 2.08 | 33 | 0.375 | 0.397 | 0.677 |
| 0.036 | 2.48 | 33 | 0.485 | 0.503 | 0.880 |
| 0.048 | 3.29 | 33 | 0.675 | 0.724 | 1.27 |
| 0.060 | 4.10 | 33 | 0.862 | 0.904 | 1.64 |
| BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| mm | kg/m | MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 10.1 | 230 | 20.1 | 21.3 | 0.922 |
| 0.914 | 12.1 | 230 | 26.0 | 27.0 | 1.20 |
| 1.22 | 16.1 | 230 | 36.2 | 38.8 | 1.73 |
| 1.52 | 20.0 | 230 | 46.3 | 48.6 | 2.24 |
Load Table
Load Table
RD75-150 | RD75-150 CL
Agway’s 75 series roof deck panels offer the highest strength-to-weight ratios available; the RD75-150 profile is a 24” wide panel featuring 3” deep flutes, spaced 6” apart, resulting in our strongest roof deck offering.
Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 48" | 600" | 24" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 1219.2 mm | 15.24 m | 610 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| in | psf | ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 2.34 | 33 | 0.485 | 0.492 | 0.866 |
| 0.036 | 2.80 | 33 | 0.621 | 0.624 | 1.07 |
| 0.048 | 3.71 | 33 | 0.882 | 0.898 | 1.46 |
| 0.060 | 4.63 | 33 | 1.12 | 1.12 | 1.82 |
| BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| mm | kg/m | MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 11.7 | 230 | 26.0 | 26.4 | 1.18 |
| 0.914 | 13.7 | 230 | 33.3 | 33.4 | 1.46 |
| 1.22 | 18.1 | 230 | 47.4 | 48.2 | 2.00 |
| 1.52 | 22.6 | 230 | 60.0 | 60.3 | 2.49 |
Load Table
Load Table
RD36 | RD36 CL
The RD36 profile is Agway’s most popular roof deck section and is the preferred deck section for industrial/commercial applications.
Our structural roof deck sections are available in a wide range of gauges in Galvanneal, galvanized or prepainted finishes: these options enable customers to determine the optimal combination of strength, performance, and affordability that best satisfies project-specific criteria. Agway roof deck sections are also available in an acoustic format with pre-punched holes in the webs of the deck which combine with acoustic batt insulation to significantly reduce ambient noise within a structure.
Bundled deck produced from either Galvanneal or G90 Galvanized coated steel is susceptible to storage stain when exposed to the elements. This staining is superficial only and is not a valid reason for rejection of this product.
For more information, refer to CSSBI Fact Sheet #33
Measurement Type
Profile Picture
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
1. Steel conforms to ASTM A653.
2. Section properties are in accordance with CSA-S136-07.
3. Values in row “S” are based on strength.
4. Values in row “D” are based on a deflection limit of 1/240 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Contact the sales department for stocked colours and gauges.
7. The load table contained on this data sheet was prepared by Dr. R.M. Schuster P.Eng. Professor Emeritus of Structural Engineering, University of Waterloo, Ontario, Canada.
Specifications
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 36" | 540" | 36" |
| GAUGE | LENGTH | COVERAGE | ||
|---|---|---|---|---|
| MINIMUM | MAXIMUM | MINIMUM | MAXIMUM | |
| 22 | 16 | 914 mm | 13.72 m | 914 mm |
Section Properties
| BASE STEEL THICKNESS |
WEIGHT G90 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| in | psf | ksi | MID SPAN in 3 |
SUPPORT in 3 |
MID SPAN in 4 |
| 0.030 | 1.69 | 33 | 0.184 | 0.194 | 0.163 |
| 0.036 | 2.02 | 33 | 0.226 | 0.233 | 0.204 |
| 0.048 | 2.68 | 33 | 0.307 | 0.315 | 0.208 |
| 0.060 | 3.33 | 33 | 0.387 | 0.389 | 0.349 |
| BASE STEEL THICKNESS |
MASS Z275 |
YIELD STRESS |
SECTION MODULUS |
DEFLECTION MOMENT OF INERTIA |
|
|---|---|---|---|---|---|
| mm | kg/m | MPa | MID SPAN x10 3mm3 |
SUPPORT x10 3mm3 |
MID SPAN x10 3mm3 |
| 0.762 | 8.27 | 230 | 9.89 | 10.4 | 0.223 |
| 0.914 | 9.86 | 230 | 12.1 | 12.5 | 0.278 |
| 1.22 | 13.1 | 230 | 16.5 | 16.9 | 0.382 |
| 1.52 | 16.3 | 230 | 20.8 | 20.9 | 0.476 |
Flat Lock Panels
Flat Panel Size
Flat Lock Panels are available in standard sizes with a horizontal coverage of 36” (914 mm) and a vertical coverage of 16” (406 mm) allowing for a 1” (25 mm) hem. The actual coverage area would be 33” x 13” (838 mm x 76 mm).
Flat Panel Weight
Flat Lock panels are available in 26 and 24 gauge.
Available Material
Rheinzink, Plain or Prepainted Steel, Indaten, aluminum and copper.
Available Colours
With a choice of over 40 stock and special colours available including the Perspectra Plus Series, KYNAR 500 and the GraniteDeep Mat colours you have a wide variety of colour and design options available to you.
Measurement Type
Plain Finishes
Architects and Specification Writers are increasingly selecting unpainted metallic coated steels for architectural roofing and cladding applications on building exteriors where they want a “Silver” metallic finish.
Resources
Galvanized
The principle reason for Galvanizing is to protect the steel from corrosion. Galvanized coating is essentially pure zinc. Cold rolled steel is dipped into a bath of molten zinc (hence the name Hot-dipped Galvanized). The coating weight is controlled by “air knives” which adjust to produce the desired coating.
The coating thickness chosen will have a direct impact on the life of the material. Agway uses G90 (imperial) or Z275 (metric) coating weight to insure a long life for the product. G90 Coating contributes about 1.6 mils (0.0016 inches) of thickness to the final coated sheet (or 0.0008 inches of zinc to each side of the material).
Zinc provides outstanding anti-corrosion performance for the steel substrate due to a slow oxidation rate and protective sacrificial action, which inhibits corrosion of the steel. The material is passivated and left “dry” or un-oiled. This passivation process provides increased protection to the coating by immersing the material in an acid solution which removes any “free iron” contamination. This contamination can result in premature corrosion of the material. Another result of passivation is the formation of a transparent oxide film that also protects the material from corrosion. The material is then temper rolled to insure a smooth surface.
Galvanized steel conforms to the general requirements of ASTM A-653/653M
Galvanneal / LZC / Satin coat /Wipe coat
After the galvanizing process and while the zinc is still in liquid form, the steel is annealed by passing the material through a furnace. Once the material is annealed, the coating becomes an iron-zinc alloy rather than a free zinc coating as in Galvanized material. This process provides a smoother matt finish, which improves adhesion for painted applications. Many Galvanneal products are painted after fabrication. Galvanneal material offers more corrosion resistance then cold rolled material, and improved spot-weldability over Galvanized material. The baked zinc coating on Galvanneal material is harder than Galvanized material, which makes it extremely scratchresistant. Agway uses ZF75 Coating weight to insure a long life of the product. The cost of Galvanneal material is less then Galvanized material.
Galvanneal material conforms to the general requirements of ASTM A-653/653M
Galvalume Plus®
Galvalume material has approximately 55% aluminum and 45% zinc coating placed onto the steel strip by the hot dip process. The coating is chemically bonded to the steel and has a clear organic resin coating over the aluminum and zinc. This resin is applied to both sides of the material and is then thermally cured. This coating has a high resistance to storage stain. Galvalume material has at least twice the corrosion resistance of Galvanized material with the same coating thickness. Galvalume Plus is ideal for unpainted roofing and siding, the surface is bright with a fine spangle, and has a high heat reflctivity. However, the end user should be aware that plain Galvalume material may display some variations in aesthetic finish quality and a high degree of consistency cannot be guaranteed. There is no need for chemical treatments or vanishing oil; this helps to minimize fingerprints when handling. Agway uses AZ50 (imperial) or AZM150 (metric) for the coating weight to insure a long life of the product.
Galvalume® material conforms to the general requirements of ASTM A792/792M
Measurement Type
Load Table
Load Table
Eavestroughs & Accessories
From Downspout to Pipe Straps, Agway has everything you’ll ever need for your metal roofing project.. In addition to our standard flashings, available in a full range of gauges, we also offer our 1500 Series Eavestroughs and Accessories, designed specifically for metal roof projects.
Measurement Type
Profile Picture
Features
- Available in 22, 24 and 26 ga.
- Prepainted and Galvanized steel
- Aluminum, Copper, Stainless Steel, Indaten™ and Zinc
- Custom sizes available on request
- Available in 10’-0”, 16’-3” and 20’-2” lengths
Note:
Swaging is available on request for overlap on Gutter but is not provided as a standard



1500 Series Eavestrough Accessories









Features
- Available in 22, 24 and 26 ga.
- Prepainted and Galvanized steel
- Aluminum, Copper, Stainless Steel, Indaten™ and Zinc
- Custom sizes available on request
- Available in 3.1m, 5m and 6.2m lengths
Note:
Swaging is available on request for overlap on Gutter but is not provided as a standard



1500 Series Eavestrough Accessories









SnoBars
Agway now offers SnoBars, a custom Snow Control System to keep doorways safe. SnoBars are manufactured from transparent polycarbonate, to let all the vibrant colour and aesthetic beauty of your roof show through, while adding a professional finish.
Features & Benefits
- Innovative design offers control of snow to deter avalanches above doorways and other high traffic areas
- Can be used with Agway’s Century Rib or Optimum Rib profiles
- Manufactured from UV-stabilized polycarbonate
- Clear polycarbonate allows roof colour to show through
- Width of SnoBar offers snow control over 13”
- Easy to install
Installation
- Position the SnoBars onto the ribs of the roof sheet over the area of the roof that requires snow control and fasten with appropriate fasteners through the high rib of the profile. Use a minimum of four (4) Woodgrip fasteners per SnoBar with a minimum of 3/4” penetration into the wood substrate below the metal roofing.
- It is recommended that clear caulking is applied to the bearing area of the SnoBar before setting it in place on the profile and before fastening with screws.
- For more effective snow control, stagger the SnoBars both vertically and horizontally on the roof.
Notes
SnoBars placement will vary from region to region and will be influenced by roof pitch, length of run and spacing between seams. Local custom may be the best guide as to placement, and additional recommendations can be found in SMACNA and other industry standards.
Placement should be determined by a qualified design professional.
Snow Control Systems sold by Agway Metals Inc. are not to be used as a fall protection system. The Buyer agrees that under no circumstances shall the Seller be liable for any consequential, special or indirect damages.
Measurement Type
Sno Gem
Our Sno-Gem Snow Guard System now offers Agway customers an innovative snow control system with incredible strength. And, because it is manufactured from clear polycarbonate, its visual transparency enables the Sno-Gem Snow Guard to aesthetically integrate with other components and deliver a very pleasing and professionally finished appearance.
Features
- Sno Gem: Original (5” x 5”) and Junior (6 1/4” x 2”) profiles and adhesive
- Manufactured from UV-stabilized polycarbonate
- Innovative design offers the largest base in the industry (25 sq. ins), providing the greatest shear strength
- Clear polycarbonate allows the roof colour to show through
- Two appearance options, permitting a horizontal or vertical look
- Horizontal application offers a 5” barrier
- Rotating the Sno-Gem 45° offers 7” of protection (40% more coverage, useful on wider panels)
Notes
- A double row is recommended over walkways and building entrances
- Spacing of Sno-Gems will depend on roof pitch, width and length of panels
- Junior Sno-Gem is adaptable to Century Rib Roofing Profile
- Colour matching is available (200 pc. minimum). Call for information.
- See over for Sno-Gem installation instructions

Sno Gem Installation Instructions
Sno-Gem Snow Guards offer a state-of-the-art application technique using 3M VHB Tape. With proper installation, immediate adhesion upon application is 50%. This method is fully cured in 72 hours, upon which you can expect up to 1,300 lbs. of shear strength per unit. When compared with other application methods, you can also expect reduced installation times and cost savings. This method is for flat panel installation only. Temperature must be above freezing at time of installation.
3M Adhesive Tape Installation: Apply a thin coat of #94 primer to the roof surface. Peel release paper backing off adhesive tape on Sno-Gem base. Place Sno-Gem in position on metal surface, applying firm, even pressure perpendicular to the roof surface. Apply a bead of sealant around the perimeter of the base.
Sno-Gem also offers two additional application methods; on-site application of adhesive and the use of mechanical fasteners. Whichever method you choose, you will benefit from Sno-Gem’s proven design, appearance and long life.
Adhesive Attachment: Where adhesive is to be the sole means of attaching the Sno-Gem Snow Guard to the roof surface, Sno-Gem currently recommends the use of Surebond SB-190 Everseal Sealant Caulk. This product has a proven record for this particular use and is well known in the metal roofing industry. To install Sno-Gem Snow Guards, contact surfaces shall be wiped only with Isopropyl Alcohol and the adhesive shall be applied so as to completely coat the underside of the device before positioning it on the roof surface. After positioning, exert uniform pressure until adhesive is squeezed out around the entire perimeter of the Sno-Gem and point up the joint to create a bead that is free of gaps or air pockets. It should be noted that under certain conditions, temporary measures may need to be employed to hold the Sno-Gem in place until the initial set of the adhesive has taken place, and that the total cure requires 28 days of at least 10°C (50°F). Clean up using Mineral Spirits or Naptha gas.
Mechanical Attachment: Where temperatures will not be suitable for adhesive installation or where additional strength is required, Sno-Gem Snow Guards may be attached with through fasteners in combination with the adhesive or a high-quality silicone/sealant where conditions permit. Sno-Gem Snow Guards are provided with four starter dimples: begin by drilling a 7/32” clearance hole to accommodate a #10 Type A self-tapping fastener (flat or oval head). Fastener selection should be governed by substrate and anticipated loads, but stainless steel or corrosion resistant fasteners should be insisted upon. Adhesive or sealant should be applied so as to completely coat the underside of the device before positioning it on the roof surface. Sufficient compression should be applied to squeeze adhesive/ sealant out around the perimeter of the base and a bead of the same material applied to create a waterproof joint free of gaps and air pockets.
Notes
Sno-Gem Snow Guard placement will vary from region to region and will be influenced by roof pitch, length of run and spacing between seams. Local custom may be the best guide as to placement, and additional recommendations can be found in SMACNA and other industry standards. Placement should be determined by a qualified design professional.
Snow Control Systems sold by Agway Metals Inc. are not to be used as a fall protection system. The Buyer agrees that under no circumstances shall the Seller be liable for any consequential, special or indirect damages.























