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45
* indicates ultimate load divided by 3 for the design capacity.
4’ span is a minimum two span condition.
Panels require a minimum of 1-1/2” bearing.
I-Joist splines are spaced 4’ o.c.
Floor panels should have a 3/4” minimum top skin or a 7/16” top skin overlayed with 7/16”
finish flooring perpendicular to the panels.
More information on this chart can be found in Technical Bulletin #13 (www.pbssips.com).
Refer to Technical Bulletin #21 for floor applications (www.pbssips.com).
Load Chart 6
Point Load Design Values on Premier Wall SIPs
1 1/2” min.
bearing
width
3” min.
bearing
width
Standard
Detail
2040 lbs. 2450 lbs.
Additional
Cap Plate
4030 lbs. 4678 lbs.
More information on this chart can
be found in PBS Technical Bulletin #2
(www.pbssips.com).
Refer to PBS Detail-010 for cap plate
detail (www.pbssips.com)