HomeMy WebLinkAbout125 Crowell Road - FramingLEGEND
Bearing Wall Below
Bearing Wall Above
L------------
Pon-Bearing
---- ----Non-Bearing Wall Below
..... e. .._...,.a....._ . ---7_17
__. __ ...
1__.p__ _... -
Non -Bearing Wall Above
Post Below Post Above
Post Above & Below
M
25
Last Saved Date: 1/13/2005 4:40 PM
Print Date: 1/14/2005 4:52 PM
Staggered
Multiple Member Beams
Side Loaded Connection
1/2" dia. Pott (b)
Marne
M2MlF
1314"
—12" dia. 2
Bolt (b) 3
z
Max Uniform Load
�( lbs. per lin. f. )
24" o.c. 12" o c.II 6" oe.
500
1 1000
2000
375
750
1500
330
670
1330
min.
(a) 7' w Wo members must be loaded from both sides.
(b) Design values appy to common bots (grade 5 or higher)
Use natw ashers each side and drill holes Il ' do.
(c) ARvotues In the table above maybe Increased 15% for snow loaded roofs a
25% for non -snow roots w here code allow s.
Member Connection Bc
N.1
Multiple Member Beams
Side Loaded Connection
1 3/4" Versa -lam
Nail Pattern
16d common nails.
See chart Max. Uniform Load
(lice. per in. ft)
N umberof grows 3rows
Members
min. 2 520 790
3(.) I 390 ! _585
( 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.
Multiple Member Connection Nail
1 •' N.T.S.
Nail each erid
with 1 -3"
(10d) nail
,
IMP minimum end bearing length
at all floor and roof details.
::: ,� Attachment at End
t( IJ1_.J, N.T.S.
25
Load
AJS i. blocking Panet.
Use 3" (too) nails at 6" o.c.
`�',J�L/'iking Panels at Interior Bearing
-E N.T.S.
Level 1
1/4 11111 = 11.011
�--- Solid block all posts from
above to bearing below.
Post Load Transfer
N,T.S.
Toe nal rim board to plate w lh 2%1(6d) naffs at
T o.c. or with 31A" (16d) nals at 12" ox.
raw yen euig.
Rim Board
N.T.S.
Joist
VG1JG-1_0111
LVL beam
( c, LVL Header Opening
r to
N.T.S.
Level 1
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
2
9 1/2" AJSTM 20 MSR
38'0"
2
1
9 1/2" AJSTM 20 MSR
36' 0"
3
1
9 1/2" AJSTm 20 MSR
34' 0"
4
12
9 1/2" AJSTM 20 MSR
32'0"
5
8
9 1/2" AJSTM 20 MSR
28' 0"
6
13
9 1/2" AJSTM 20 MSR
26'0"
7
1
9 1/2" AJSTM 20 MSR
24'0"
8
3
9 1/2" AJSTM 20 MSR
14'0"
9
2
9 112" AJSTM 20 MSR
12'0"
10
1
9 1/2" AJSTM 20 MSR
8' 0"
11
4
9 1/2" AJSTM 20 MSR
6-0"
12
3
9 1/2" AJSTM 20 MSR
4' 0"
13
1
5 1/4" x 11 1/4" VERSA -LAM@ 3080 DF
12' 0"
14
1
5 1/4" x 117/8" VERSA -LAME) 3080 DF
28'0"
15
1
5 1/4" x 11 7/8" VERSA -LAM@ 3080 DF
24' 0"
16
1
51/4" x 117/8" VERSA -LAM@ 3080 DF
22'0"
17
1
1 3/4" x 9 1/2" VERSA-LAMO 3100 SP
28'0"
18
1
1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP
24'0"
19
3
1 2'4" x 9 1/2" VERSA-LA%'�_ 3100 SP
1E' 0"
20
4
1 314" x 9 1/2" VERSA-LAMJ 3100 SP
160"
21
1
1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP
14'0"
22
1
1 3/4" x 9 1/2" VERSA -LAM@) 3100 SP
8'0"
23
9
1 3/4" x 9 1/2" VERSA -LAM@ 3100 SP
4'0"
24
BLK
9 1/2" AJSTM 20 MSR
84' 0"
25
TL
1 1/8" x 9 1/2" BC OSB RIM BOARDTM
96' 0"
Level 1
Accessory Schedule
Mark
Qty
Manufacturer
Product
Description
H1
4
Simpson Strong -Tie Inc.
HGUS410
3-1/2 x 9-1/4 to 14 V -Lam Face Mount
H2
5
Simpson Strong -Tie Inc.
ITT39.5
2-1/2 x 9-1/2 Top Flange
Rmboerd and AJS "side-by-side.
Will rir
2Y:" (t
F13 -C Exterior End Wall Support
N.T.S.
REVISIONS: I
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Notes:
Shop drawings, typical
and framing plans, oul
Installation procedures
Identification marks, s
submitted for approval
project architect and/ori
Exact quantities and len
the responsibility of the c
Contractor Is to verify al
and joists at their exact 1
The floor system (1 -Joist,
designed for floor loads
Roof loads from rafters,
and beams must bear on
walls and Interior walls wi
straight through to a foot
roof loads carried by the %
must be so indicated on th
Plan submitted to us for 1
Product to be stored, ban
Installed In accordance
manufacturer's recommei
Vit to
7
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rn N dU
con O r t0
d M 0 0
N N O
N
V- 4) 03
L T
BC FRAMER@ 2002
SCALE: 1/4" = 11-011
DATE: 1/13/2005
BY: be
FILE: Mcphee Assoc Fahey.t
DWG:
SHEET: 1 / 2