HomeMy WebLinkAbout125 Crowell Road - Framing Level 2Multiple Memtier Beams
Side Loaded Connection
1/2" dia. Bok (b)
Maz Uniform Load
(lbs perlin. R)
i Number of ILr
.T 12"111 ._6" oil
Members l „
113/4*Versa-Lam_
acing X12"dia. 2 SDO— 1000 2000
Bolt (b) 3 315 750 1500 -�
® _4 (a) 330 670 1330
2" min.
(a) 7- w ue members must be cadedfrom both sides.
—1
Multiple Member Beams
Side Loaded Connection
1 3/4' Versa -Lam
Nail Pattern
16d common nails.
See chart IN ax. umfom Load
(lbs perm R)T ].
'Number 0f0fllf 2rows3 rows
Members
min. i 2 520 780
3(a)) 380 585__
(b) Design values apply to common both (grade 5 or higher) (a) Nail pattern for 3 - piece member must occur on both sides.
Use lister sabers each aide and drill holes 1YP' dia.
(c) An values h the table above may be increased 15% for snow loaded roofs in Nail values may be ln5tdasedb 15% for Snow - load
25% Por noo-snow roots w here cod. arms. T/
roofs and by 25% for non . snow roofs where
building code allows.
Multiple Member Connection BoltF49 Multiple Member Connection Nail
N.T.S. N.T.S.
USE LVL FOR RIM AT ALL
DECK ATTACHMENTS.
it.
II II II II II I II II i
Ii
li
SUGGEST BLOCKING MID -SPAN
I;.
ll
,Level 2 A2 I 4 4 4
9 1/2" AJS 25 f j I 1,7
II II II
1116" OCS III
II II it
II .II
Length
I) II
II
� II
18' 0"
II II
1 9 9 9
9 9
14' 0"
9
12'0"
9� 9
10' 0"
9 9
-
iTM 20 MSR
6' 0"
iTM 25 MSR
32'0"
1/2" VERSA -LAM® 3080 DF
10'0"
1/2" VERSA -LAM® 3080 DF
i
1/2" VERSA -LAM@ 3100 SP
24' 0"
1/2" VERSA -LAM® 3100 SP
18'0"
1/2" VERSA -LAM® 3100 SP
160"
1/2" VERSA -LAM® 3100 SP
I
I
I
I
112" VERSA -LAM® 3100 SP
60"
1/2" VERSA -LAM® 3100 SP
6'0"
1/2" VERSA -LAM® 3100 SP
4'0"
1
2
minalized
n
Length
iTM 20 MSR
260"
iTM 20 MSR
18' 0"
iTM 20 MSR
16' 0"
iTM 20 MSR
14' 0"
iTM 20 MSR
12'0"
iTM 20 MSR
10' 0"
iTM 20 MSR
8' 0"
iTM 20 MSR
6' 0"
iTM 25 MSR
32'0"
1/2" VERSA -LAM® 3080 DF
10'0"
1/2" VERSA -LAM® 3080 DF
14'0"
1/2" VERSA -LAM@ 3100 SP
24' 0"
1/2" VERSA -LAM® 3100 SP
18'0"
1/2" VERSA -LAM® 3100 SP
160"
1/2" VERSA -LAM® 3100 SP
12'0"
112" VERSA -LAM® 3100 SP
60"
1/2" VERSA -LAM® 3100 SP
6'0"
1/2" VERSA -LAM® 3100 SP
4'0"
iTM 20 MSR
14'0"
iTM 25 MSR
160"
1/2" BC OSB RIM BOARDTM
1 `144'0"
im
9
3 3
1
Level 2
1/4 IlI= 11.011
AJS n' Blocking Pill
Use 3- (10d) nails at 6" o.c.
Nail each end
with 1 -3"
(10d) nail
Load Bearing's
Walls
J �—
IMP minimum end bearing length
at all floorand mofdetails.
F` Attachment at End F13-E,kiPanels at Interior Bearing
1 3 N.T.S. , N.T.S.
21
13MA I Illlllll„IIIIIIII,1111111 I hill///, I ll„M
11 111 6 5 5 5 5 5 11 ��I�111
16 6 II �) �� �� �� �� It 771
1
Level 2
Accessory Schedule
Mark
Qty
Manufacturer
Product
Description
H2
30
Simpson Strong -Tie Inc.
ITT39.5
2-1/2 x 9-1/2 Top Flange
1
mffl' i
3 3 3 3
1
1
..., r.. to from
above tcVbeanng below.
F08 Post Load Transfer
N.T.S.
Toe nal rim board to plate w lh 2'f," (6d) nails at
V o.c. or with 31W' (16d) nails at 12" o.c.
L II 1-Ln-(W)nail ra
�V each foist flange
F14 -A Rim Board
N.T.S.
J.uaI
LVL beam
F19 LVL Header Opening
N.T.S.
Level 3
1/811 = 1'-0"
Level 3
Framing Schedule - Nominalized
Mark
I Qty
Description
Length
1
1
3 1/2" x 9 112" VERSA -LAM® 3080 DF
16'0"
2
1
5 1/4" x 9 1/2" VERSA -LAM® 3080 DF
24'0"
3
1
5 1/4" x 9 1/2" VERSA -LAMB 3080 DF
14'0"
R rnbcardarsdAJS T%ide�by-side.
Nail dr
2%" (I
F17 - C Exterior End Wall Support
IJJ N.T.S.
REVISIONS:
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W W p
!E _J
111 W W
F—W
W LL
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Q �
Z QW =
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J H
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W
Notes:
Shop drawings, typical details
and framing plans, outlining
Installation procedures and unit
identification marks, shall be
submitted for approval by the
project architect and/or engineer.
Exact quantities and lengths are
the responsibility of the contractor.
Contractor is to verify all beams
and joists at their exact locations.
The floor system (1 -joist, LVL) are
designed for floor loads only.
Roof loads from rafters, bracing,
and beams must bear on exterior
walls and interior walls with bearing
straight through to a footing. Any
roof loads carried by the floor system
must be so Indicated on the framing
plan submitted to us for take -of.
Product to be stored, handled and
installed In accordance with
manufacturer's recommendations.
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W 2
BC FRAMER® 2002
SCALE: 1/4" = V-0"
DATE: 1/13/2005
BY: be
FILE: Mcphee Assoc Fahey.bcf
DWG:
SHEET: 2/2