Self-tapping
W-Cut™ thread design, ZipTip™
Climatek™ coated
May be used for Lag screw replacement
GRK Fasteners utilizes strict quality control procedures. Every batch of screws produced is independently random sampled and quality controlled to the highest standards.
Accreditations for independent test laboratories include:
ICC, CNLA, TÜV, Ü, ISO, DAR.
Installation procedure for Fasteners
Use appropriate driver bit.
No pre-drilling except where wood limitations require.
DO NOT use deck cleaners which contain bleach with coated metals.
Always consult wood supplier's / manufacturer's recommendations.
Metal to wood connections: avoid damage to the coating by pre-drilling the metal.
Cedar & Redwood: For best results use PHEinox Stainless Steel. If using coated fasteners, seal wood immediately with a quality sealer to lessen the likelihood of tanic acid stains.
1 Overall length of fastener is measured from the underside of the head to bottom of the tip. See Figure 1. 2 Length of thread includes tip. See detailed illustration, Figure 1. 3 Minor thread, shank and outside thread diameters are shown in table without manufacturing tolerances. 4 Bending yield strength determined in accordance with ASTM D 1575 using the minor thread diameter.
FIGURE 1 – RSS™ FASTENER DIMENSIONS
TABLE 2 – RSS™ FASTENER WITHDRAWAL AND PULL-THROUGH
RSS™ ULTIMATE WITHDRAWAL VALUES(W)
[Withdrawal Values(W) are in Pounds per Inch of Thread Penetration
into Side Grain of Main Member]
RSS™ ULTIMATE PULL-THROUGH VALUES(P)
[Pull-Through Values(P) are in Pounds per Inch of Side Member
Thickness]
Fastener Designation and Diameter Ø
Withdrawal, W (lbs./in.) For Specific Gravities Of: 0.55
Pull-Through, P (lbs./in.) For Specific Gravities Of: 0.55
RSS™
Ø 1/4
932
1840
Ø 5/16
1136
2697
Ø 3/8
1293
2332
RSS™ LPS
Ø 1/4
1006
2643
RSS™ LTF
Ø 3/8
1082
2493
PHE RSS™
Ø 1/4
936
2085
Ø 5/16
1012
1702
RSS™ JTS
Ø 1/4
954
2443
For S1: 1 inch = 25.4 mm; 1lbf/in = 175.127 N/m. 1Fastener withdrawal was tested in accordance with ASTM D 1761. 2Withdrawal values (W) shall be multiplied by the length of thread penetration in the main member (including tip).
For S1: 1 inch = 25.4 mm; 1lbf/in = 175.127 N/m. 1Fastener pull-through testing was performed in accordance with ASTM D 1037 with 3/4" thick side members.
These figures are only offered as a guide and are not reduced by any safety factor. For safety factor requirements in your area, contact your local building official, architect or engineer.
TABLE 3 – RSS™ ULTIMATE LATERAL VALUES(Z)
FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS
[For Sawn Lumber or SCL with both Members of Identical Specific Gravity]
Fastener Designation
Side Member Thickness ts (inches):
Fastener Penetration p (inches):
Ultimate Lateral Value, Z (pounds) For Specific Gravities Of:
0.55
Parallel To Grain, Z‖
Perpendicular to Grain, Z⊥
RSS™
1/4 x 2"1/2
3/4
1 5/8
876
875
1/4 x 2"3/4
3/4
2
1/4 x 3"1/8
3/4
2 3/8
1/4 x 3"1/2
3/4
2 3/4
5/16 x 2"1/2
3/4
1 5/8
1068
916
5/16 x 2"3/4
3/4
2
1088
890
5/16 x 3"1/8
3/4
2 3/8
5/16 x 3"1/2
3/4
2 3/4
5/16 x 4"
1 1/2
2 3/8
1667
1417
5/16 x 5"1/8
1 1/2
3 1/2
1857
1286
5/16 x 6"
2
3 7/8
2360
1446
3/8 x 3"1/8
3/4
2 3/8
1253
1098
3/8 x 4"
1 1/2
2 3/8
1443
1454
3/8 x 5"1/8
1 1/2
3 5/8
1369
1321
3/8 x 6"
2
3 7/8
1625
1440
3/8 x 7"1/4
2 3/4
4 1/4
2964
1518
3/8 x 8"
3 1/2
4 3/8
3/8 x 10"
3 1/2
6 1/4
3/8 x 12"
3 1/2
8 3/8
3/8 x 14"1/8
3 1/2
10 5/8
3/8 x 16"
3 1/2
12 1/8
RSS™ LPS
1/4 x 6"
3
2 7/8
1789
1093
1/4 x 8"
5
2 7/8
1/4 x 9"
6
3
1/4 x 10"
7
2 7/8
1/4 x 11"
8
2 7/8
1/4 x 12"
9
2 3/4
1/4 x 14"
11
2 7/8
RSS™ LTF
3/8 x 8"
4
3 7/8
2779
2008
3/8 x 10"
6
3 7/8
3/8 x 12"
8
3 3/4
3/8 x 15"
11
3 3/4
3/8 x 18"
14
4
3/8 x 20"
16
3 5/8
PHEINOX RSS™
1/4 x 2"1/2
3/4
1 5/8
1077
925
1/4 x 3"1/8
3/4
2 3/8
5/16 x 2"1/2
3/4
1 5/8
906
873
5/16 x 3"1/8
3/4
2 3/8
5/16 x 4"
1 1/2
2 3/8
1884
1361
5/16 x 5"1/8
1 1/2
3 5/8
5/16 x 6"
2
3 7/8
2246
1791
JTS
1/4 x 3"3/8
1 3/4
1 5/8
830
983
1/4 x 5"
1 3/4
3 1/4
1203
1184
1/4 x 6"3/4
1 3/4
5
for S1: 1 inch = 25.4 mm 1 Lateral load testing was performed in accordance with ASTM D 1761.
These figures are only offered as a guide and are not reduced by any safety factor. For safety factor requirements in your area, contact your local building official, architect or engineer.