Fastener Production Information and Stuff & Things
Model No.
Coating/Material
Screw Size
Length (in.)
Head Diameter (in.)
Drive Type
Head Type
TPI
Point Type
Point Size
Packaging Qty.
UPC
PCSDQ1B1214-4K
Quik Guard® Coating
#12
1
0.405
#2 Square
Pancake Head
14
Drill Point
3
4000
746056443506
Product Information Table
Model No.
Length (in.)
Screw Size
Drive Type
Head Diameter (in.)
Head Type
TPI
Point Size
Point Type
Coating/Material
Packaging Quantity
UPC
PCSD1B1016-5K
1
#10
#2 Square
0.405
Pancake Head
16
3
Drill Point
Clear-Zinc Coating
5000
746056743507
PCSD1B1214-4K
1
#12
#2 Square
0.405
Pancake Head
14
3
Drill Point
Clear-Zinc Coating
4000
746056196600
PCSDQ1B1016-5K
1
#10
#2 Square
0.405
Pancake Head
16
3
Drill Point
Quik Guard® Coating
5000
746056146803
PCSDQ1B1214-4K
1
#12
#2 Square
0.405
Pancake Head
14
3
Drill Point
Quik Guard® Coating
4000
746056443506
SSPCSD1B1016-5K
1
#10
#2 Square
0.405
Pancake Head
16
3
Drill Point
Type 410 Stainless Steel
5000
746056947103
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.
PCSD (#10) Screw – (Sheet Steel Sheathing-to-CFS) Nominal Shear Strength (Rn) for Wind (W) and Seismic (S) for Shear Walls1 (lb./ft.)1,4,6,8
Nominal strength shall be multiplied by the resistance factor (Φ = 0.6, LRFD
Seismic, Φ = 0.65, LRFD Wind) to determine design strength or divided by
the safety factor (Ω = 2.5, ASD Seismic, Ω = 2.0, ASD Wind) to determine
allowable strength.
Screws in the field of the panel shall be installed 12" (305 mm) on center (o.c.).
Shear wall height to width aspect ratio (h/w) greater than 2:1, but not
exceeding 4:1, shall be permitted provided the nominal strength values are
multiplied by 2w/h.
Wall studs and track shall be of ASTM A1003 Stuctural Grade 33 (Grade 230)
Type H steel for members with a designation thickness of 33 and 43 mil.
In lieu of blocking, panel edges shall be permitted to be overlapped and
attached to each other with screw spacing as required for panel edges.
Where such a connection is used, tabulated design values shall be
reduced 30%.
Maximum stud spacing 24" o.c.
Blocking, if applicable, shall be a minimum 33 mil 1 1/2" width.
Table based on Table C2.1-1 AISI Standard North American Standard
for Cold-Form Steel Framing-Lateral Design 2007 Edition with Supplement
No. 1 and Commentary.