Premier Floors - Manual (Page 45)

45
* indicates ultimate load divided b
y 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 ha
ve a 3/4” minimum top skin or a 7/16” top skin o
ver
la
yed with 7/16”
finish flooring per
pendicular to the panels.
More infor
mation on this char
t can be found in T
echnical Bulletin #13 (www
.pbssips.com).
Refer to T
echnical 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)