51
Panel | Minimum |
| Attachments |
| Shear | ||
Type | OSB Face | Top Plate | Bottom | Vertical | Splines5 | (plf) | |
Thickness | Plate | Framing | |||||
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L or S | 7/16” | 8d box nail | 8d box | 8d box nail 6” | 8d box nail | 470 | |
6” oc | nail 6” oc | oc - 2 rows4 | 6” oc | ||||
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L or S | 7/16” | 8d box nail 4” | 8d box | 8d box nail 4” | 8d box nail | 700 | |
oc - 2 rows3 | nail 4” oc | oc - 2 rows4 | 4” oc | ||||
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L or S | 7/16” | 10d box nail | 10d box | 10d box nail | 10d box nail |
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6” oc - 2 | 1010 | ||||||
6” oc - 2 rows3 | nail 3” oc | 3” oc - 2 rows | |||||
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1.Framing lumber shall be a minimum of SPF #2 having a minimum specific gravity of 0.43.
2.The maximum panel
3.A double top plate is required.
4.A double stud or nominal 4x framing member is required.
5.Splines are 7/16” by 3” OSB.
Load Chart 10B:
Premier Wall SIPs1,2 Maximum
Allowable Shear Wall Loads
