Load chart 10b: premier wall sips, Maximum allowable shear wall loads – Premier Floors User Manual
Page 51
51
load Chart 10B:
Premier Wall siPs
1,2
Maximum
allowable shear Wall loads
Panel
type
Minimum
os
B F
ace
thickness
a
ttachments
shear
(plf)
top Plate
Bottom
Plate
Ver
tical
Framing
splines
5
l or
s
7/16”
8d box nail
6” oc
8d box
nail 6” oc
8d
box
nail
6”
oc - 2 rows
4
8d box nail
6” oc
470
l or
s
7/16”
8d box nail 4”
oc - 2 rows
3
8d box
nail 4” oc
8d
box
nail
4”
oc - 2 rows
4
8d box nail
4” oc
700
l or
s
7/16”
10d box nail
6” oc - 2 rows
3
10d box
nail 3” oc
10d box nail
6” oc - 2
rows
4
10d box nail
3” oc - 2 rows
1010
1. F
raming lumber shall be a minimum of SPF #2 ha
ving a minimum specific gra
vity of 0.43.
2. The maximum panel height-to-width ratio shall be 3.5:1
3. A double top plate is required.
4. A double stud or nominal 4x framing member is required.
5. Splines are 7/16” b
y 3” OSB.