Georgia-Pacific Engineered Lumber Canada - Manual (Page 13)

13 JAN 2014
pA
ge
cANAdiAN iNstAllAtioN iNstructioNs georgiA-pAcific Wood products
roof details (continued)
2A
Beveled plate for slopes greater than ¼ :12.
Code-recognized connectors may be
substituted. For slopes greater than 4:12
connectors are required to resist lateral thrust.
Minimum attachment:
For slope ≤ ¼:12, one
10d box nail at each side of
bearing. For slope> ¼ :12
design joist attachment
to beveled plate to
transfer lateral
thrust.
Attached beveled plate
to framing with
one - 16d at 16" o.c.
2B
For roof slopes between ¼ :12 and 12:12,
provide a strap wrapped around
ridge beam
Ridge beam
(Glulam or
LVL)
Adjustable Slope
Hanger with a
minimum unadjusted
uplift capacity of 300 pounds
unfactored resistance.
Beveled
bearing
stiffener
required
each side.
2C
Adjustable Slope Hanger
with a minimum
unadjusted uplift
capacity of
300 pounds
Beveled bearing stiffener
required each side
For roof slopes between ¼ :12 and 12:12,
provide a strap wrapped
around ridge beam
Ridge beam
(Glulam or
LVL)
2D
Note: Additional connection may be required for wind uplift.
" x 2' 0" wood structural panel
(front and back sides) with 12-8d
nails into each joist with nails
clinched. When roof live load
exceeds 40 psf, horizontal
orientation of gusset strong
axis is required.
Gap " at top.
Blocking panel
or x-bridging.
Attach per
Fig. 2A
Support beam or wall
Attach
per Fig. 2A
Attach beveled plate
to framing with
one -16d at 16" o.c.
2E
Rafter Connection with
Overlapping I-Joists
Eight-8d nails
each side
Support beam
or wall
Blocking panel,
attach per Fig. 2A
Filler block
Attach each I-Joist
to beveled top plate
per Fig. 2A
Attach bevel plate to beam
or wall per Fig. 2D
2F
Bearing stiffeners required
when hanger does NOT
support I-Joist top flange
Application limited
to 4:12 pitch or less
Backer block: If top mounted
hanger is fully supported by top
flange, backer block only required on hanger side. If face nailing
is required, then install a backer block on the back side. Install
a backer block and filler block if a multiple I-joist is required. Nail
with ten -10d nails for flanges up to 1¼" wide. Use twelve-10d nails
for flanges wider than 1¼".
Top mounted hanger per
manufacturer's
recommendations
Filler blocking
(attach per
Fig. 1H)
Roof Opening Top Mounted
Hangers
I-Joist Connection with
Wood Structural Panel
Gussets
I-Joist to Ridge
Beam Connection
Upper End, Bearing on Wall Peak Construction
Blocking panel, x-bridging, or "
sheathing 48/24 as continous closure.
All nails shown in the details below are assumed to be common nails unless otherwise noted. 10d box nails may be substituted for 8d common shown in details.
Individual components not shown to scale for clarity.
Bearing stiffener required
when end reaction exceeds
the "no stiffeners" factored
reaction resistances indicated
in this guide.
8d nails @ 6" o.c.- minimum
three-8d nails per blocking panel
(when used for lateral shear
transfer, match nail type and
sheathing edge nailing "boundary
nailing" for engineered
diaphragm applications)
Use minimum 8d nails.
Filler block eight 8d
nails, four each side
23 /
32
23 /
32
1 /
8
24" min.