XS HEX Series
#12 and #10 hex head screws, 5/16" drive, drill point, clear zinc.
	X1S1016 10 x 1" (25mm) #2 drill point 14 threads per inch	5/16" Drive	Drive with: QDPROHX516G2
	X1S1216 12 x 1" (25mm) #3 drill point 16 threads per inch	5/16" Drive	Drive with: QDPROHX516G2
X HEX Washer Head Steel Decking Screw
#12 hex head screw, 5/16" drive, #4 drill point, Climaseal® corrosion protection, 24 tpi.
	X78S1224 12 x 7/8" (21mm) 24 threads per inch	5/16" Drive	Drive with: QDPROHX516G2

TRSD Series
#10 steel screw, fine thread, #2 drill point, truss head, clear zinc coating
	TRSD34S1012 3/4" (19mm), 12 threads per inch	#2 Phillips (free bit in each box)	Drive with: QDPROPHG2
	TRSD34S1016 3/4" (19mm), 16 threads per inch Typically used for 12-18 gauge steel	#2 Phillips (free bit in each box)	Drive with: QDPROPHG2
PHSD Series
#8 steel screw, fine thread, #2 drill point, pan head, clear zinc coating.
	PHSD34S 3/4" (19mm)	#2 Recess (free bit in each box)	Drive with: QDPROPHG2

Also see Quik Drive Screws for Other Applications

1. Screws have been tested per AISI Standard Test Method TS-04 using a 0.175" thick steel plate. The tabulated allowable loads are based on the screw strength itself with a factor of safety determined per 2001 AISI NAS & 2004 NAS Supplement section E4.
2. Reference Quik Drive table below for the allowable #8, #10, and #12 screw values based on lesser of Quik Drive screw strength, as shown in the table above, or strength of the screw in the connected members per 2001 AISI NAS and 2004 NAS Supplement section E4.
3. The tabulated values may be increased by 1/3 for seismic or wind loading as applicable per "Steel Stress Increase" section.

1. Values based on lesser of Quik Drive® screw strength (see table above) or strength of the screw in the connected members.
2. Screws and screw connections have been tested per AISI Standard Test Method TS-05. The tabulated allowable loads are based on the lower of the screw strength itself or the strength of the screw in the connected members per 2001 AISI NAS & 2004 NAS Supplement section E4.
3. Values are based on cold-formed steel (CFS) members with a minimum yield strength of Fy = 33 ksi and tensile strength of Fu = 45 ksi for 43 mil (18 ga) and thinner and a minimum yield strength of Fy = 50 ksi and Fu = 65 ksi for 54 mils (16 ga) and thicker.
4. Minimum thickness represents 95% of the design thickness and is the minimum acceptable base metal thickness based on 2001 AISI NAS section A2.4. Design thickness for the steel sheets are: 33 mil = 0.0346", 43 mil = 0.0451", 54 mil = 0.0566", 68 mil = 0.0713", and 97 mil = 0.1017".
5. Screw diameters per 2001 AISI NAS Commentary Table C-E4-1.
6. Minimum required screw length is the lesser of 1/4" or the minimum length required for the screw to extend through the steel connection a minimum of (3) exposed threads per AISI General Provisions Standard section D1.3.
7. Larger of screw head or washer diameter, dw, for #10 and #12 screws is 0.375".
8. The tabulated values may be increased by 1/3 for seismic or wind loading as applicable per "Steel Stress Increase" section.