Premier Floors - Manual (Page 41)

41
* 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
.
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 #18 (www
.pbssips.com).
Refer to T
echnical Bulletin #21 for floor applications (www
.pbssips.com).
Panel Core
thickness
d
eflection
Panel
span (ft.)
4’
8’
10’
12’
14’
16’
18’
20’
22’
24’
9 1/4”
L/360
138
78
64
53
41
33
27
22
20
17
L/240
160*
86*
65*
57*
51*
46*
41
34
29
25
L/180
160*
86*
65*
57*
51*
46*
42*
39*
37*
34
11 1/4”
L/360
115
94*
75
51
49
47
38
28
24
21
L/240
160*
94*
76*
59*
55*
51*
45*
39*
36
31
L/180
160*
94*
76*
59*
55*
51*
45*
39*
36*
33*
Maximum Roof Span
Maximum Floor Span