PIN SPECIFICATIONS
|
APPROVALS/LISTINGS
|
| | |
Made from AISI
1060-1065 steel. Austempered to a core hardness of 52-56 Rc |
| | |
Typical tensile
strength: 270,000 psi |
| | |
Typical shear strength:
162,000 psi |
| | |
Standard finishes
-Proprietary black
-Mechanical zinc plate to a minimum thickness of .0002 meets
requirements of ASTM B695 |
|
| | |
ICC Evaluation
Service, Inc. |
#ER-1147 Sill Plate
#ESR-1799 Powder Pins & Clips (formerly ER-1639)
#ER-3618 Ladd
#ER-5001 TrakFast Pins |
| | |
City of Los Angeles |
#RR-22668 Powder
Pins
#RR-24279 Ladd
#RR-25264 TrakFast Pins |
|
| Performance
Tables
| ALLOWABLE SHEAR FOR WIND OR
SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS
WITH STEEL FRAMING |
| PLYWOOD
GRADE
|
MINIMUM
STEEL
GAGE 4, 6
|
MINIMUM
PANEL
THICKNESS
(mm)
|
BLOCKED
DIAPHRAGM PIN SPACING (mm) 5, 6
Pin spacing at diaphragm boundaries (all
cases), at continuous panel edges parallel to load (cases
3 & 4) and at all panel edges (cases 5 & 6)
ALLOWABLE LOAD
|
UNBLOCKED
DIAPHRAGM
PIN SPACING
(mm) 5, 6
Pins spaced 6 inches max.
at supported edges
|
|
152.4 |
101.6 |
63.5 |
50.8 |
Case
1 (no unblocked edges or continuous joints parallel to load)
|
All
other configurations (cases 2, 3,
4, 5 and 6)
|
| Pin
spacing at other panel edges
|
| 152.4 |
152.4 |
101.6 |
76.2 |
| Structural
1
|
20 |
11.1 |
.82 |
1.25 |
1.87 |
2.11 |
.82 |
.62 |
| 16 |
11.9 |
.91 |
1.36 |
2.05 |
2.32 |
.91 |
.67 |
| Grades
other
than Structural 1
|
20 |
11.1 |
.73 |
1.11 |
1.69 |
1.91 |
.73 |
.56 |
| 16 |
11.9 |
.82 |
1.22 |
1.85 |
2.09 |
.82 |
.62 |
| Note 1: |
These values are for short-time
loads due to wind or earthquake and shall be reduced by 25 percent
for normal loading. |
| Note 2: |
The pin shall be long enough to penetrate
through the thickness of the steel a minimum of 6.4 mm. |
| Note 3: |
Minimum width of framing is 38.1 mm. |
| Note 4: |
These shear values also apply to framing
made of thicker steel. |
| Note 5: |
Spacing of fasteners along intermediate
framing members is 304.8 mm on center. |
| Note 6: |
The minimum panel edge distance is 9.5 mm. |
| Note 7: |
Values shown reflect a 5:1 safety factor. |
| Note 8: |
Click here
to view tables in inches and pounds |
| |
|
|
Note: Framing
is permitted to be oriented in either direction for diaphragms,
provided sheathing is designed for vertical loading.
Back to the top
|
| ALLOWABLE WITHDRAWAL LOADS IN
POUNDS PER FASTENER DUE TO WIND OR SEISMIC FORCES FOR PLYWOOD
AND LUMBER ATTACHED TO STEEL FRAMING 1,
2, 3, 4 |
PIN
DIAMETER
(mm)
|
MINIMUM
STEEL
THICKNESS
(Gage or mm)
|
MINIMUM
THICKNESS OF PLYWOOD (mm)
ALLOWABLE LOAD
|
| 9.5 |
11.1 |
11.9 |
15.1 |
18.3 |
28.6 |
| 2.54 |
558.8 |
.06 |
.06 |
----- |
----- |
----- |
----- |
| 2.54 |
508.0 |
.08 |
.11 |
.11 |
.11 |
----- |
----- |
| 2.54 |
457.2 |
.13 |
.16 |
.18 |
.18 |
----- |
----- |
| 2.54 |
406.4 |
.18 |
.20 |
.27 |
.27 |
----- |
----- |
| Note 1: |
Plywood shall be Structural
1 rated. For other grades, values shall be reduced by 10 percent.
|
| Note 2: |
These values are for loads due to wind or
earthquake and shall be reduced by 25 percent for other applications. |
| Note 3: |
Minimum panel edge distance is 9.5 mm. |
| Note 4: |
The pin shall be long enough to penetrate
through the metal a minimum of 6.4 mm. |
| Note 5: |
Values shown reflect a 8:1 safety factor. |
| Note 6: |
Click here
to view tables in inches and pounds |
| |
|
| Back to the
top |
| ALLOWABLE SHEAR AND WIND FORCES
IN POUNDS PER FOOT FOR PLYWOOD SHEAR WALLS AND STEEL FRAMING |
| PLYWWOD
GRADE |
MINIMUM
STEEL
GAGE5 |
MINIMUM
PANEL THICKNESS (mm)
|
PIN SPACING,
ALL PANEL EDGES (mm)
ALLOWABLE LOAD
|
| 152.4 |
101.6 |
76.2 |
50.8 |
| Structural
1
|
22 |
9.56 |
.53 |
.80 |
1.07 |
1.36 |
| 22 |
11.16 |
.58 |
.87 |
1.16 |
1.47 |
| 22 |
11.9 |
.65 |
.96 |
1.29 |
1.62 |
| 20 |
9.56 |
.69 |
1.05 |
1.38 |
1.76 |
| 20 |
11.16 |
.76 |
1.13 |
1.51 |
1.94 |
| 20 |
11.9 |
.91 |
1.36 |
1.82 |
2.31 |
| Grades
other
than Structural 1
|
22 |
9.56 |
.49 |
.73 |
.96 |
1.22 |
| 22 |
11.16 |
.53 |
.78 |
1.05 |
1.33 |
| 22 |
11.9 |
.58 |
.87 |
1.16 |
1.47 |
| 20 |
9.56 |
.62 |
.93 |
1.25 |
1.60 |
| 20 |
11.16 |
.69 |
1.02 |
1.38 |
1.73 |
| 20 |
11.9 |
.82 |
1.22 |
1.65 |
2.09 |
| Note 1: |
Values are for loads imposed
by wind and shall be reduced by 25 percent for normal loading.
|
| Note 2: |
The pin shall be long enough to penetrate
through the metal framing a minimum of 6.4 mm. |
| Note 3: |
The minimum panel edge distance for pin
placement is 9.5 mm. |
| Note 4: |
Spacing of fasteners along intermediate
framing members is 152.4 mm on center for 9.5 mm and 11.1 mm
panels when studs are 609.6 mm on center and 304.8 mm on center
when studs are 406.4 mm on center. For other panel thickness,
spacing along intermediate framing members is 304.8 mm from
center. |
| Note 5: |
Framing to be spaced 609.6 mm on center
or closer except as provided in Footnote 6. |
| Note 6: |
The values for 9.5 mm and 11.1 mm panels
may be increased by 20 percent and 10 percent, respectively,
for framing spaced 406.4 mm on center. |
| Note 7: |
Values shown reflect a 5:1 safety factor. |
| Note 8: |
Click here
to view tables in inches and pounds |
| |
|
| Back to the
top |
| ALLOWABLE LATERAL LOADS IN POUNDS
PER FASTENER DUE TO WIND OR SEISMIC FORCES FOR STRUCTURAL 1
PLYWOOD AND LUMBER ATTACHED TO STEEL FRAMING 1,
2, 3, 4, 6 |
PIN
DIAMETER
(mm)
|
MINIMUM
STEEL
THICKNESS
(Gage or mm)
|
MINIMUM
THICKNESS OF PLYWOOD (mm)
ALLOWABLE LOAD
|
| 9.5 |
11.1 |
11.9 |
15.1 |
18.3 |
28.6 |
| 2.5 |
558.8 |
.36 |
.36 |
.36 |
.36 |
.36 |
.36 |
| 2.5 |
508.0 |
.47 |
.47 |
.51 |
.51 |
.51 |
.51 |
| 2.5 |
406.4 |
.47 |
.47 |
.51 |
.76 |
.76 |
.76 |
| Note 1: |
Plywood shall be Structural
1 rated. For other grades, values shall be reduced by 10 percent.
|
| Note 2: |
These values are for loads due to wind or
earthquake and shall be reduced by 25 percent for other applications. |
| Note 3: |
Minimum panel edge distance for placement
is 25.4 mm from the fastener to the sheathing edge measured
in the direction of the load and 9.5 mm measured perpendicular
to the direction of the load. |
| Note 4: |
The pin shall be long enough to penetrate
through the metal a minimum of 6.4 mm. |
| Note 5: |
Values for 16 gage also apply to 14 gage. |
| Note 6: |
The above values apply to groups of at least
five fasteners. For fewer fasteners in a group, use one-half
of the tabulated value. |
| Note 7: |
Values shown reflect a 5:1 safety factor.
|
| Note 8: |
Click here
to view tables in inches and pounds |
| |
|
Back
to the top
Click
here to download these tables in pdf format.
|
|
|
