Load chart 10a: premier wall sips, Maximum allowable shear wall loads – Premier Floors User Manual
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load Chart 10a:
Premier Wall siPs
1,2
Maximum
allowable shear Wall loads
Panel
type
Minimum
os
B F
ace
thickness
a
ttachments
shear
(plf)
2x F
raming
splines
Fastener
s
spacing
Fastener
s
spacing
l or
s
7/16”
8d box nail
6 inches
8d nail
6 inches
300
s
7/16”
8d box nail
4 inches
#6 scre
w
3
4 inches
600
4
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. Scre
ws are #6 x 1-1/4 inch T
ype W dr
yw
all scre
ws.
4. T
wo top plates are required.