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Post Type Description

image of Standard Flashings ICI
image of Standard Flashings ICI

Product Sheet

Industrial/Commercial Cladding

Standard Flashings ICI

If there is a shape of flashing you need, we can bend it. Agway offers everything required in flashings and trims to complete your industrial and/or commercial building installation. From Outside Corners to Jambs & Coping Flashing, Agway has it all.

Measurement Type

Profile Picture

A SERIES 5/8 in

CH5-32, CH6-32
CH5-32 schematic
CH6-32 schematic
Lo-Rib
Lo rib schematic
Stratus
stratus schematic
Ultima
ultima schematic

B SERIES 1 in

7/8″ Corrugated
7/8" corrugated schematic

C SERIES 1 5/8 in

HF Series
Hf series schematic
HV Series
HV series schematic
6-150, 7-150
6-150F schematic
7-150F schematic
4-150, 3-150
4-150 schematic
3-150 schematic
RD-36
RD-36 schematic

D SERIES 1 7/8 in

7-175, 8-175
7-175 schematic
8-175 schematic

E SERIES 3 1/8 in

2-300
2-300 schematic
3-300
3-300 schematic
4-300
4-300 schematic

Typical Flashings

OUTSIDE CORNERS

outside corner schematic 1 outside corners schematic 2
 outside corners schematic 4
outside corners schematic 5

INSIDE CORNERS

inside corners schematic 1 

J-TRIMS

 
j-trims schematic 3

BASE TRIMS

base trims schematic 1 base trims schematic 2

DRIPS

drips schematic 1 drips schematic 2
drips schematic 3 drips schematic 4
drips schematic 5 drips schematic 6

DIVIDERS

dividers schematic 1 dividers schematic 2

TOP CLOSURES

top closures schematic 1

JAMBS

jambs schematic 1 jambs schematic 2

jambs schematic 3 jambs schematic 4

jambs schematic 5 jambs schematic 6

HIDDEN FASTENERS

hidden fasterners schematic 1 hidden fasterners schematic 2
hidden fasterners schematic 3 hidden fasterners schematic 4

WINDOW SILLS

window sills schematic 1 window sills schematic 2

A SERIES 16 mm

CH5-32, CH6-32
Ch5-32 schematic
CH6-32 schematic
Lo-Rib
lo-rib schematic
Stratus
stratus schematic
Ultima
ultima schematic

B SERIES 25 mm

7/8″ Corrugated
7/8" corrugated schematic

C SERIES 41 mm

HF Series
HF series schematic
HV Series
HV series schematic
6-150, 7-150
6-150 schematic
7-150 schematic
4-150, 3-150
4-150 schematic
3-150 schematic
RD-36
RD-36 schematic

D SERIES 48 mm

7-175, 8-175
7-175 schematic
8-175 schematic

E SERIES 79 mm

2-300
2-300 schematic
3-300
3-300 schematic
4-300
4-300 schematic

Typical Flashings

OUTSIDE CORNERS

outside corners schematic 1 outside corners schematic 2
outside corners schematic 3 outside corners schematic 4
outside corners schematic 5

INSIDE CORNERS

inside corners schematic 1 inside corners schematic 2
inside corners schematic 3

J-TRIMS

j-trims schematic 1 
j-trims schematic 3

BASE TRIMS

base trims schematic 1 base trims schematic 2
base trims schematic 3

DRIPS

drips schematic 1 drips schematic 2
drips schematic 3 drips schematic 4
drips schematic 5 drips schematic 6

DIVIDERS

dividers schematic 1 dividers schematic 2

TOP CLOSURES

top closures schematic 1

JAMBS

jambs schematic 1 jambs schematic 2

jambs schematic 3 jambs schematic 4

jambs schematic 5 jambs schematic 6

HIDDEN FASTENERS

hidden fasteners schematic 1 hidden fasteners schematic 2
hidden fasteners schematic 3 hidden fasteners schematic 4

WINDOW SILLS

window sills schematic 1 window sills schematic 2

image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150
image of 7-150

Load Table

PDF - Download imperial load table
PS_ICC_7_150_Imp_105

Load Table

PDF - Download metric load table
PS_ICC_7_150_Met_105
Industrial/Commercial Cladding

7-150

An Exposed Fastener System, the 7-150 profile demonstrates the versatility of Agway profile designs as it can be used as a roof or wall cladding. Moreover, its load bearing capabilities enable 7-150 system components to function as a structural members. An economical system that’s very easy to install have made 7-150 a popular choice for industrial and commercial applications.

Agway 7-150 comes in a full range of stock colours, with colour matched fasteners, trims and accessories.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 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.

image of profile picture in metric

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 1/180 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
26 20 10 780 36
26 20 10 780 30
26 20 10 780 24
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 254 19.81 914
26 20 254 19.81 780
26 20 254 19.81 610

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.018 1.04 33 0.0940 0.0888 0.0985
0.024 1.36 33 0.136 0.127 0.132
0.030 1.69 33 0.175 0.162 0.165
0.036 2.02 33 0.208 0.198 0.197
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.457 5.06 230 5.05 4.77 0.134
0.610 6.66 230 7.28 6.82 0.180
0.762 8.25 230 9.38 8.73 0.225
0.914 9.85 230 11.2 10.7 0.270
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150
image of 6-150

Load Table

PDF - Download imperial load table
PS_ICC_6_150_Imp_104

Load Table

PDF - Download metric load table
PS_ICC_6_150_Met_104
Industrial/Commercial Cladding

6-150

Widely used in industrial and commercial building applications, Agway 6-150 is the most widely used of our Exposed Fastener Series. Panels are available in 24″, 30” and 36” coverage, in a variety of thicknesses and finishes.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 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.

image of profile picture in metric

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 1/180 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
26 20 10 780 36
26 20 10 780 30
26 20 10 780 24
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
26 20 254 19.81 914
26 20 254 19.81 780
26 20 254 19.81 610

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.018 1.04 33 0.0888 0.0940 0.0796
0.024 1.36 33 0.127 0.136 0.119
0.030 1.69 33 0.162 0.175 0.157
0.036 2.02 33 0.198 0.208 0.194
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.457 5.06 230 4.77 5.06 0.108
0.610 6.66 230 6.82 7.28 0.162
0.762 8.25 230 8.73 9.38 0.214
0.914 9.85 230 10.7 11.2 0.265
image of HF-6
image of HF-6
image of HF-6
image of HF-6
image of HF-6
image of HF-6
image of HF-6
image of HF-6

Load Table

PDF - Download imperial load table
PS_ICC_HF_6F-NF_Imp_106

Load Table

PDF - Download metric load table
PS_ICC_HF_6F-NF_Met_106
Industrial/Commercial Cladding

HF-6

Featuring all of the benefits of Agway’s celebrated Hidden Fastener system, the HF-6 profile provides a 12” wide panel with a 6” return and delivers a very distinctive and unique overall appearance, with ultra sleek lines. Ideal for any institutional, industrial or commercial application.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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.

image of profile picture in metric

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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 18 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 254 13.72 305

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.87 33 0.0982 0.147 0.122
0.036 2.23 33 0.130 0.188 0.159
0.048 2.96 33 0.205 0.281 0.241
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.85 230 5.26 7.86 0.166
0.914 10.6 230 6.98 10.1 0.216
1.22 14.2 230 11.0 15.1 0.328
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8
image of HF-8

Load Table

PDF - Download imperial load table
PS_ICC_HF_8F_NF_Imp_105

Load Table

PDF - Download metric load table
PS_ICC_HF_8F_NF_Met_105
Industrial/Commercial Cladding

HF-8

Featuring all of the benefits of Agway’s celebrated Hidden Fastener system, the HF-8 provides a 12” wide panel that includes a 4” return, providing a board and batten appearance that is ideal for any institutional, industrial or commercial applications.

Available in a range of gauges and a variety of standard and custom colours, HF-8 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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.

image of profile picture in metric

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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 18 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 254 13.27 305

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.87 33 0.0975 0.149 0.114
0.036 2.23 33 0.130 0.190 0.148
0.048 2.96 33 0.206 0.283 0.224
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.85 230 5.23 7.98 0.155
0.914 10.6 230 6.96 10.2 0.202
1.22 14.2 230 11.0 15.2 0.305
image of HF-11
image of HF-11
image of HF-11
image of HF-11
image of HF-11
image of HF-11
image of HF-11
image of HF-11

Load Table

PDF - Download imperial load table
PS_ICC_HF_11F_NF_Imp_105

Load Table

PDF - Download metric load table
PS_ICC_HF_11F_NF_Met_105
Industrial/Commercial Cladding

HF-11

With the introduction of a 1” reveal, the HF-11 profile provides all of the benefits of Agway’s Hidden Fastener series, while delivering the clean, sleek lines of contemporary surfaces popular among architects.

Available in a range of gauges and a variety of standard and custom colours, HF-11 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all objectives.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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.

image of profile picture in metric

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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 18 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 254 13.72 305

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.87 33 0.0934 0.145 0.0926
0.036 2.23 33 0.125 0.182 0.120
0.048 2.96 33 0.198 0.261 0.178
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.85 230 5.00 7.79 0.126
0.914 10.6 230 6.67 9.79 0.163
1.22 14.2 230 10.6 14.0 0.243
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12
image of HF-12

Load Table

PDF - Download imperial load table
PS_ICC_HF_12F_NF_Imp_105

Load Table

PDF - Download metric load table
PS_ICC_HF_12F_NF_Met_105
Industrial/Commercial Cladding

HF-12

HF-12, a popular choice among architects for a variety of institutional, industrial and commercial applications, is Agway’s most popular Hidden Fastener profile. With no visible fasteners, these 12” panels install easily and deliver the clean, sleek lines of contemporary surfaces,

Available in a range of gauges and a variety of standard and custom colours, HF-12 enables customers to specify the ideal combination of strength and aesthetics that optimize achievement of all project objectives.

Measurement Type

Profile Picture

image of profile picture in imperial

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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.

image of profile picture in metric

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 1/180 of the span.
5. Web crippling not included in strength values. See example calculation in notes to designer.
6. Oil canning may be present due to thickness and coverage. Oil canning is not a valid reason for rejection of this product.
7. Contact the sales department for stocked colours and gauges.
8. 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 18 10 540 12
GAUGE LENGTH COVERAGE
MINIMUM MAXIMUM MINIMUM MAXIMUM
22 18 254 13.72 305

Section Properties

BASE STEEL
THICKNESS		 WEIGHT
G90		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
in psf ksi MID SPAN
in3		 SUPPORT
in3		 MID SPAN
in4
0.030 1.87 33 0.0903 0.132 0.0817
0.036 2.23 33 0.120 0.158 0.106
0.048 2.96 33 0.184 0.210 0.163
BASE STEEL
THICKNESS		 MASS
Z275		 YIELD
STRESS		 SECTION
MODULUS		 DEFLECTION MOMENT
OF INERTIA
mm kg/m MPa MID SPAN
x103mm3		 SUPPORT
x103mm3		 MID SPAN
x103mm3
0.762 8.85 230 4.84 7.10 0..111
0.914 10.6 230 6.45 8.50 0.144
1.22 14.2 230 9..88 11.3 0.221