Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, use this product in dry, interior and noncorrosive environments only.
Fastener Production Information and Stuff & Things
Model No.
Coating/Material
Screw Size
Length (in.)
Head Diameter (in.)
Drive Type
Head Type
Point Type
Packaging Qty.
UPC
PCQ112B1012-4K
Quik Guard® Coating
#10
1 1/2
0.405
#2 Square
Pancake Head
Type-17 Point
4000
746056112907
PCQ1B1012-5K
Quik Guard® Coating
#10
1
0.405
#2 Square
Pancake Head
Type-17 Point
5000
746056140108
PC1B1012-5K
Clear Zinc Coating
#10
1
0.405
#2 Square
Pancake Head
Type-17 Point
5000
746056640707
PC1B1211-4K
Clear Zinc Coating
#12
1
0.405
#2 Square
Pancake Head
Type-17 Point
4000
746056178705
Product Information Table
Model No.
Length (in.)
Screw Size
Drive Type
Head Diameter (in.)
Head Type
TPI
Point Type
Coating/Material
Packaging Quantity
UPC
PCQ112B1012-4K
1 1/2
#10
#2 Square
0.405
Pancake Head
12
Type-17 Point
Quik Guard® Coating
4000
746056112907
PCQ1B1012-5K
1
#10
#2 Square
0.405
Pancake Head
12
Type-17 Point
Quik Guard® Coating
5000
746056140108
PCQ1B1211-4K
1
#12
#2 Square
0.405
Pancake Head
11
Type-17 Point
Quik Guard® Coating
4000
744039455706
PC1B1012-5K
1
#10
#2 Square
0.405
Pancake Head
12
Type-17 Point
Clear-Zinc Coating
5000
746056640707
PC1B1211-4K
1
#12
#2 Square
0.405
Pancake Head
11
Type-17 Point
Clear-Zinc Coating
4000
746056178705
Load Tables
Cold-Formed Steel (CFS) Member Connection Loads
Screws and screw connections have been tested per AISI Standard Test Method S904-08 and S905-08.
The tabulated ASD loads for cold-formed steel (CFS) members are based on the lower of the screw strength or the strength of the screw in the connected members per AISI S100-07 Section E4.
The safety factor is based on AISI S100-07 Chapter F for tested connections.
The nominal load values listed are achieved under laboratory conditions and should not be used for design loads.
Values are based on CFS members with a minimum yield strength of Fy = 33 ksi and tensile strength of Fu = 45 ksi for 43 mil (18 ga.) to 27 mil (22 ga.), minimum yield strength of Fy = 50 ksi and tensile strength of Fu = 65 ksi for 22 mil (24 ga.), and a minimum yield strength of Fy = 50 ksi and Fu = 65 ksi for 54 mil (16 ga.) and thicker.
For design purposes, steel sheet thicknesses are 0.0227" for 22 mil, 0.283" for 27 mil, 0.0346" for 33 mil, 0.0451" for 43 mil, 0.0566" for 54 mil, 0.0713" for 68 mil, and 0.1017" for 97 mil. The actual sheet thickness shall not be less than 95% of these design thickness as specified in AISI S100-07 Section A2.4.
Screw diameters per AISI S200-07 General Provision Commentary Table D1.1.
Minimum required screw length is the lesser of 3/4" or the minimum length required for the screw to extend through the steel connection a minimum of 3 exposed threads per AISI S200-07 General Provisions Standard Section D1.3.
Larger of screw head or washer diameter, dw, for #10 and #12 screws is 0.375".
The allowable load (ASD) values shown are not permitted to be increased for short-duration loads such as wind or earthquake loads.
The lower of the Pull-Over and Pull-Out allowable load should be used for tension design.
The tabulated shear values are based on the thinner steel member in connection. Steel thickness for both members must be in the range of 12–22 gauge.
Wood Member Connection Withdrawal Loads
Values based on the lower screw strength or strength of the screw in the connected members.
The tabulated allowable loads for wood members are based on a factor of safety of 5 as specified in AC233 and may be multiplied by CD = 1.60 for wind or earthquake loads.
The average ultimate loads are achieved under laboratory conditions and should not be used for design purposes.
Screw diameters per AISI S200-07 General Provisions Commentary Table D1-1.