exterior and interior walls, pitched roofs, flat roof decks, and floors MagTechTM offers MagTechTM consists of a 3 mil thick, non-combustible, fiber-reinforced
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exterior and interior walls, pitched roofs, flat roof decks, and floors MagTechTM offers MagTechTM consists of a 3 mil thick, non-combustible, fiber-reinforced
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MagTech
TM MgOLocation
(B)ottom, (T)op,Dbl Sided
8B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
Top Top Top Top TopTopSpan Rating
32/1632/16
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) 3032
40
48
60
60
24
32
40
48
60
60Maximum
Panel Span
(in) 1 (W/O Edge) 2428
32
36
40
48
24
28
32
36
40
4812
300
360
225
27048
50
90
90
35
65
65Max Live Load (psf),
3Spacing of Supports C,ntr to Cntr (in)
MagTech
TM MgOLocation
(B)ottom, (T)op,Dbl Sided
8B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
B & Dbl Sided
Top Top Top TopTopPanel Thickness
(in) (OSB + 3Mil MgO)7/16 (1/2)
15/32 (1/2)
19/32 (5/8)
23/32 (3/4)
7/87/16 (1/2)
15/32 (1/2)
19/32 (5/8)
23/32 (3/4)
7/8 Maximum
Panel Span
(in) 1 (W/ Edge) 2424
32
48
60
24
32
40
48
60Maximum
Panel Span
(in) 1 (W/O Edge) 2424
32
36
48
24
28
32
36
4812
230
275
185
24016
105
140
260
100
132
2502065
100165
295
60
85
155
27024354075
130250
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),
3Spacing 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
3Design 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
RatedSheathingPerformance
Category
7/16 15/32 15/32 5/16 1/4 5/163/8 Minimum
Nail Penet,ration
in Framin,g (in)1 3/8
1 3/8
1 1/2
1 1/4
11 1/4
1 3/8 Nail Size
(Comm. or Galv. Box)Nail Spacing at Panel Edge (in)Nail Size (Comm. orGalv. Box)
3 505550
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 2801804
430
2703
550
3502
730
450
8d 10d 6d 6d
8dPanel Thickness
(in) (OSB + 3Mil MgO) 2 7/1615/32 (1/2)
19/32 (5/8)
23/32 (3/4)
7/8 1 1/87/16 (1/2)
15/32 (1/2)
19/32 (5/8)
23/32 (3/4)
7/81 1/816
140190
340
125
150
3102075
125208
320
70
90
180
3072445
98153
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 oc48 oc
16 oc 16 oc 20 oc 24 oc
48 oc
quotesdbs_dbs17.pdfusesText_23