Dimensions Guide
ESR-1078 
|
 Most Widely Accepted and Trusted  Page 7 of 8 
TABLE 4—REFERENCE LATERAL DESIGN VALUES (Z) FOR SINGLE SHEAR (TWO-MEMBER) WOOD-TO-WOOD 
CONNECTIONS LOADED PARALLEL (Z
ll
) OR PERPENDICULAR (Z
) TO THE GRAIN
1,2
FASTENER 
MINIMUM SIDE 
MEMBER 
THICKNESS
3
, 
t
s
(inches) 
MINIMUM MAIN 
MEMBER 
PENETRATION
4
, 
p 
(inches) 
Z (lbf) FOR MINIMUM SPECIFIC GRAVITIES OF: 
Designation 
Length 
(inches) 
0.5 
0.46 
0.42 
Z
ll
Z
Z
ll
Z
Z
ll
Z
OlyLog/ 
TimberLOK 
2
1
/
2 
6
1
1
/
2
1 
240 
220 
220 
200 
200 
180 
4 & longer 
1
1
/
2
2
1
/
2
280 
260 
260 
230 
240 
210 
6 & longer 
2
1
/
2
3
1
/
2
290 
270 
270 
250 
250 
230 
8 & longer 
3 
5 
290 
270 
260 
250 
240 
230 
HeadLOK 
2
7
/
8 
6
1
1
/
2
1
3
/
8
240 
210 
220 
180 
210 
150 
4
1
/
2
1
1
/
2
3 
280 
260 
260 
240 
250 
220 
6 & longer 
1
1
/
2
4
1
/
2
290 
270 
270 
250 
250 
230 
6 & longer 
2
1
/
2
3
1
/
2
300 
280 
280 
260 
270 
240 
8 & longer 
3 
5 
290 
280 
280 
260 
260 
230 
LedgerLOK 
3
5
/
8 
9
1
1
/
2 
7
1
8
— 
300 
— 
— 
— 
— 
3
5
/
8
1
1
/
2
1
1
/
2 
8
— 
260 
— 
220 
— 
220 
3
5
/
8
1
1
/
2
2
1
/
8
310 
310 
290 
280 
270 
250 
5 
1
1
/
2
3
1
/
2
320 
300 
300 
280 
280 
260 
LogHog 
9 & longer 
6 
3 
310 
300 
290 
280 
270 
260 
TrussLOK 
3
3
/
8
1
3
/
4
1
5
/
8
320 
290 
300 
270 
280 
260 
5 
1
3
/
4
3
1
/
4
330 
300 
310 
270 
290 
250 
6
3
/
4
1
3
/
4
5 
330 
310 
310 
290 
290 
270 
TrussLOK-Z 
2
7
/
8
1
1
/
2
1
3
/
8
310 
290 
300 
270 
280 
240 
4
1
/
2
1
1
/
2
3 
320 
290 
300 
270 
290 
250 
6 
1
1
/
2
4
1
/
2
330 
300 
310 
280 
290 
250 
FASTENER 
MINIMUM SIDE 
MEMBER 
THICKNESS
3
, 
t
s
(inches) 
MAIN MEMBER 
THICKNESS 
5
(inches) 
Z (lbf) FOR MINIMUM SPECIFIC GRAVITIES OF: 
Designation 
Length 
(inches) 
0.5 
0.46 
0.42 
Min 
Max 
Z
ll
Z
Z
ll
Z
Z
ll
Z
ThruLOK
(5)
6
1
/
4
1
1
/
2
3
1
/
4
4
1
/
4
350 
320 
320 
300 
300 
270 
7 
1
1
/
2
4 
5 
350 
330 
320 
300 
300 
270 
8 
3 
3
1
/
2
4
1
/
2
350 
330 
320 
300 
300 
270 
9
1
/
2
1
1
/
2
6
1
/
2
7
1
/
2
350 
330 
320 
300 
300 
270 
For SI: 1 inch = 25.4 mm, 1 pound = 4.448 kPa. 
1
Tabulated reference lateral design values, Z, apply to single shear (two-member) connections with wood main and side members having specific 
gravity as shown, in which the screw is oriented perpendicular to the grain and loaded laterally either parallel or perpendicular to the grain. For 
connections in which the main and side members have different specific gravities, use the lower of the two. Gaps are not permitted between the main 
and side members. 
2
Values must be multiplied by all applicable adjustment factors, in accordance with Section 4.1. 
3
Unless otherwise noted, side members with thicknesses greater than the tabulated minimum side member thickness may be used, provided the 
corresponding tabulated minimum main member penetration is still achieved for the given screw length. 
4
Minimum main member penetration is the minimum length of the screw (including threaded, unthreaded and tip length) that must be embedded within 
the main member. The entire threaded portion of the screw must be embedded in the main member, unless otherwise noted. 
5
The ThruLOK must be installed with the washer and nut, and must penetrate through the opposite face of the main member a sufficient distance to 
allow the nut to be tightened snugly against the main member, with at least 
1
/
2
 inch, and no more than 1
1
/
2
 inches of the ThruLOK screw engaged within 
the nut. 
6
Full embedment of the threaded portion of the screw in the main member is not required. 
7
Side member thickness must not be increased. 
8
Thickness of main member. Fastener must penetrate through the main member. 
9
For connection of 1
1
/
2
 inch wood side member with specific gravity of 0.50 to minimum 1 inch thick rimboard. Rimboard consists of laminated strand 
lumber (LSL) with an equivalent specific gravity of 0.50. Fastener must penetrate through the rimboard. 










