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MagTech

TM MgO

Location

(B)ottom, (T)op,

Dbl Sided

8

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

Top Top Top Top Top

TopSpan Rating

32/16
32/16
40/20
48/24
60/32
60/48
24/16
32/16
40/20
48/24
60/32

60/48Maximum

Panel Span

(in) 1 (W/ Edge) 30
32
40
48
60
60
24
32
40
48
60

60Maximum

Panel Span

(in) 1 (W/O Edge) 24
28
32
36
40
48
24
28
32
36
40
4812
300
360
225
27048
50
90
90
35
65

65Max Live Load (psf),

3

Spacing of Supports C,ntr to Cntr (in)

MagTech

TM MgO

Location

(B)ottom, (T)op,

Dbl Sided

8

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

B & Dbl Sided

Top Top Top Top

TopPanel Thickness

(in) (OSB + 3Mil MgO)

7/16 (1/2)

15/32 (1/2)

19/32 (5/8)

23/32 (3/4)

7/8

7/16 (1/2)

15/32 (1/2)

19/32 (5/8)

23/32 (3/4)

7/8 Maximum

Panel Span

(in) 1 (W/ Edge) 24
24
32
48
60
24
32
40
48

60Maximum

Panel Span

(in) 1 (W/O Edge) 24
24
32
36
48
24
28
32
36
4812
230
275
185
24016
105
140
260
100
132

2502065

100
165
295
60
85
155

27024354075

130
250
30
35
60
110
20030
20 50
100
160
15 40
85
12036
10 45
95
5 40
9048
30
60
25
5060
40

35Max Live Load (psf),

3

Spacing of Supports C,ntr to Cntr (in)

Panels Applied Over 1/2 or 5/8 Gypsum Sheathing

Panels Applied Direct to Framing

Nail Spacing at Panel Edge (in)Subfloor

Roofs and Wall Sheathing

1 Panels shall b4e a minimum of 24 inc4hes wide and are a4pplied over two or4 more spans.

2 Panels thickne4ss noted is Sheath4ing Thickness. 3 4Mil MgO is in addi4tion to value note4d

3

Design Max Live Loads are based on a 100% Load Duration minus a 10psf Dead Load, and over two or more spans. Adjust Live Load Capacity Linearly with increased Dead Load.

4 Table revised per a4dditional testing 4and further evalua4tion of results wi4th Internation Bui4lding Code, IBC 20049

5 Greater Panel Thickness not shown in shorter spans has equal or greater load capacity than shown in table. Use table values if panel thickness not provided for that span.

6 Floor capacity4 based on L/360 def4lection & Roof bas4ed on L/240 deflect4ion criteria (If C4eiling Attached, u4se Subfloor for

capacity)

7 Strength Axis i4s perpendicular to4 supports.

8 For Wall Applications, 4Bottom = Interior a4nd Top = Exterior.

Allowable Shear (Pounds Per Foot) For Panel Shear Walls with Framing of DF, Larch, or SP or Wind or Seismic Loading (Refer to 2009 IBC, Table 2306.3)

Panel Grade

Strut. 1

Rated

SheathingPerformance

Category

7/16 15/32 15/32 5/16 1/4 5/16

3/8 Minimum

Nail Penet,ration

in Framin,g (in)

1 3/8

1 3/8

1 1/2

1 1/4

1

1 1/4

1 3/8 Nail Size

(Comm. or Galv. Box)Nail Spacing at Panel Edge (in)Nail Size (Comm. or

Galv. Box)

3 505
550
665
350
295
275
3102
670
730
870
450
375
360
4106
255
280
340
180
145
140
1604
395
430
510
270
220
210

34010d

8d6 280
1804
430
2703
550
3502
730
450
8d 10d 6d 6d

8dPanel Thickness

(in) (OSB + 3Mil MgO) 2 7/16

15/32 (1/2)

19/32 (5/8)

23/32 (3/4)

7/8 1 1/8

7/16 (1/2)

15/32 (1/2)

19/32 (5/8)

23/32 (3/4)

7/8

1 1/816

140
190
340
125
150

3102075

125
208
320
70
90
180

3072445

98
153
200
330
330
40
70
130
180
315
31530
20 32
61
100
175
175
30
50
95
160
16036
30
60
100
100
28
50
90
9060
32
32
25
30

Span Rating

16 oc 16 oc 20 oc 24 oc
48 oc
16 oc 16 oc 20 oc 24 oc
48 oc
quotesdbs_dbs17.pdfusesText_23