Roof construction, Apa panel roof sheathing – Georgia-Pacific APA Engineered Wood Construction Guide - Roofs User Manual

Page 4

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ENGINEERED WOOD CONSTRUCTION GUIDE

FORM NO. E30V

© 2011 APA – THE ENGINEERED WOOD ASSOCIATION

WWW.APAWOOD.ORG

61

ROOF CONSTRUCTION

APA Panel Roof Sheathing

The recommendations for roof sheathing in Table 30 apply to APA RATED SHEATHING Exposure 1 or Exterior, APA
STRUCTURAL I RATED SHEATHING Exposure 1 or Exterior and APA RATED STURD-I-FLOOR Exposure 1 or
Exterior. Uniform load deflection limits are 1/180 of span under live load plus dead load, and 1/240 under live load

TABLE 30

RECOMMENDED UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING

(a)

AND APA RATED STURD-I-FLOOR

WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS

(b)

Maximum Span (in.)

Allowable Live Loads (psf)

(d)

Panel

Minimum Panel

Spacing of Supports Center-to-Center (in.)

Span

Performance

With Edge

Without Edge

Rating

Category

Support

(c)

Support

12

16 20 24

32 40 48 60

APA RATED SHEATHING

(a)

12/0

3/8

12

12

30

16/0

3/8

16

16

70 30

20/0

3/8

19.2

19.2

120 50 30

24/0

3/8

24

19.2

(e)

190 100 60 30

24/16

7/16

24

24

190 100 65 40

32/16

15/32

32

28

300 165 110 65 30

40/20

19/32

40

32

— 275 195 120 60 30

48/24

23/32

48

36

— 270 175 95 45 30

60/32

(f)

7/8

60

40

— 305 165 100 70 35

60/48

(f)

1-1/8

60

48

— 305 165 100 70 35

APA RATED STURD-I-FLOOR

(g)

16 oc

19/32

24

24

185 100 65 40

20 oc

19/32

32

32

270 150 100 60 30

24 oc

23/32

48

36

— 240 160 100 50 30 20

32 oc

7/8

48

40

— 295 185 100 55 35

48 oc

1-3/32

60

48

— 290 160 100 65 40

(a) Includes APA RATED SHEATHING/CEILING DECK.
(b) Applies to APA RATED SHEATHING and APA RATED STURD-I-

FLOOR panels 24 inches or wider applied over two or more spans.

(c) Tongue-and-groove edges, panel edge clips (one midway*

between each support, except two equally spaced between sup-

ports 48 inches on center or greater), lumber blocking, or other.

For low slope roofs, see

Table 31

.

(d) 10 psf dead load assumed.
(e) 19.2 inches for Performance Category 3/8 and 7/16 panels.

24 inches for Performance Category 15/32 and 1/2 panels.

(f) Check with supplier for availability.
(g) Also applies to C-C Plugged grade plywood.
*No established tolerance.

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