HomeMy WebLinkAbout4 Whale Road - DetailsE
t
2000 Ib/ft. vertical load capacity.
F01
and 20" depth
ire web stiffeners
at bearings points.
Load bearing wall above
(stacked over wall below).
2x block
�11_� Squash Blocks @ Mid -Span
F09 , N.T.S.
11��
Multiple Member Beams
Nonuniform Load
Side Loaded Connection
(lbs.pil fl )
1 3/4" Versa -Lam
2/ aci 12'ocl 6'o to
Nail Pattern
4509, 450
16d common nails.
2 rows I Od nails C! 12" a.,
staggered & clinched
See chart
Max Uniform Load
1000 1 2000
(lbs perin.ft.)
375
750 1500
4(e)
mberof
Members
Me
provers
11
_row s
In in.
650
11 718-4.14" 1 2 x B turn bar + 518" wood panel
2 rows 10d nails ® 12 o.c.,
staggered & clinched
9
z
s2D
vBo
—
900s, 90XL
11 718",14' Double 2 x B lumbar
2 rows 10d nai'.s C 12" a,c.,
C � 'Cn0
J t
3 ( a..-
1
390-__565
(a) Nail pattern for 3 -piece member must occur on both sides.
Nail values may be increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
Ml,ltinle Member Connection
F49
2000 Wit. vertical load capacity.
BCI rim joist 7 Note: Minimum 2x6
bearing plate required
with 500 and
larger series joists.
BCI Rim Joist
F02 N.T.S.
Joist hanger
Backer block.
Nail with 10- 1 Old nails.
Install tight to
bottom of top flange
Filler block.
Nail with
10-10d nails.
Backer block required where
hanger load exceeds 250 lbs.
BCI Joist Header Opening
F10 N.T.S.
Multiple Member Beams
Side Loaded Connection
112" dia. Bolt (b)
L! LJ L1L1J .�J
BaI1SDeein9 –. 12'dia.
( I
BCI Joist Blockino
2
c
Illlamof v aeu I I v
Load bearing wall above
(stacked over wall below).
BCI Joist with Mid -Span Blocking
l r�0
Joist hanger
VVI -11
LVL beam
F19 LVL Header O ening
N.T.S.
(e) T wide members allsf be bated from bath ehee.
lDl vaWas
p*
i Sitcommon
s tlEnilli"(grade Qy mherj
Staggered — (c)Ahvabnhertroe above may beincuoedl5% faronow leaned roofs in
25% fortiori of, w here code allow e.
Multiple Member Connection Bolt
F50 N.T.S.
1/411
= 1 1
-011
a.4vJv
4250 lb/ft pounds per foot
vertical load capacity. 1
1
m to BCI
joist with fid nail
to each flange
F07 BCI Joist Versa -Rim
N.T.S.
One 8d
each side at bearing
Isi
13/4" minimum
j bearing lenght
Nails placed 1 1/2" minimum from end of
BCI Joist to avoid splitting
F52 Attachment End Bearing
N.T.S.
ll
-- Solid block all posts from
above to bearing below.
F08 Post Load Transfer
N.T.S.
BCINersa-Rim Total Vertical Load Capacity.= 4250 IbIl.
F07C BCI Joist with Parallel Versa -Rim
N.T.S.
• FILLER BLOCK
Series
Nonuniform Load
Nailing Pattern
(lbs.pil fl )
Nimener ofhlerrberm
2/ aci 12'ocl 6'o to
H 7rB", 14' 2 x Slumber (3)
4509, 450
1314"woe-Lem
2 rows I Od nails C! 12" a.,
staggered & clinched
21
$00
1000 1 2000
III 3
375
750 1500
4(e)
330 - 870 7330 '
Joist hanger
VVI -11
LVL beam
F19 LVL Header O ening
N.T.S.
(e) T wide members allsf be bated from bath ehee.
lDl vaWas
p*
i Sitcommon
s tlEnilli"(grade Qy mherj
Staggered — (c)Ahvabnhertroe above may beincuoedl5% faronow leaned roofs in
25% fortiori of, w here code allow e.
Multiple Member Connection Bolt
F50 N.T.S.
1/411
= 1 1
-011
a.4vJv
4250 lb/ft pounds per foot
vertical load capacity. 1
1
m to BCI
joist with fid nail
to each flange
F07 BCI Joist Versa -Rim
N.T.S.
One 8d
each side at bearing
Isi
13/4" minimum
j bearing lenght
Nails placed 1 1/2" minimum from end of
BCI Joist to avoid splitting
F52 Attachment End Bearing
N.T.S.
ll
-- Solid block all posts from
above to bearing below.
F08 Post Load Transfer
N.T.S.
BCINersa-Rim Total Vertical Load Capacity.= 4250 IbIl.
F07C BCI Joist with Parallel Versa -Rim
N.T.S.
• FILLER BLOCK
Series
Depth Filler Bloc )
Nailing Pattern
g
x um er 1
rows na.e o.a,
staggered & clinched
H 7rB", 14' 2 x Slumber (3)
4509, 450
9 12" 2 .6 lumber
2 rows I Od nails C! 12" a.,
staggered & clinched
Ti 718", 14" 2 x B lumber
1s" x10 lumber
500S,500
9112" 2 x 6lumber
2 rows IDo nails ® 12" o.o.,
staggered &clinched
11 716", 14' 2 x a lumber
16" 2:x101umber
500s
11 718" 14" 2 x B turn bar 1/2' wood panel
2 rows Ind naile @ 12 o c.,
staggered & clinched
- 16' 2 x 10 turn bar + 12" wootl barrel
650
11 718-4.14" 1 2 x B turn bar + 518" wood panel
2 rows 10d nails ® 12 o.c.,
staggered & clinched
16" 2 x 10 lumber+ 518" wood panel
0 NnS CL O
r8 & 20' 2 x 12 lumber+ 5'e" wood panel
3 rows 1-- -,ells C 12 o. c.,
staggered & clinched
900s, 90XL
11 718",14' Double 2 x B lumbar
2 rows 10d nai'.s C 12" a,c.,
C � 'Cn0
J t
18" Doubly2x i u lumber
staggered, nailed from both sides
9oXL
18" & 20" Double 2 x 12 lumber
3 rows rod nails ®12" ac.,
staggered, nailed from both sitles
nor,.:
1) Filler block is required between BCPs for the full length of span.
2) Leave 116' gap between top of fllk, dock and bodorn of top flange.
3) 1 1re' plywood/OSB may be used as Mier block N double 4o0514DD joists am supported by hangs
For top Waded conditions only. For abe loaded conditions, consul the Boise Cascade Installation Guidr
Joist with Filler
REVISIONS:
BY:
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BC FRAMER@ 2002
SCALE: N.T.S.
DATE: 8/4/2003
BY: Rick Lowe
FILE: American Rest
DWG: 3 of 3
SHEET: 3 / 3