HomeMy WebLinkAbout125 Crowell Road - Framing 2LEGEND
Bearing Wall Below
Bearing Wall Above
------------
I- - - - - - - - - - - - -
Non Bearing Wall Below
Non -Bearing Wall Above
L. - _
Post Below Post Above
® L
Post Above & Below
25
Stagg
Multiple Member Beams
Side Loaded Connection
1/2" dia. Colt (b)
We&
Mertd
�--3/4"
.Bolt Spacing 12"dia. �
—I :!i Bolt (b) 3
F50
ve
4 (a)
Max Uniform Load
(Ibs. perlin. ft.)
24 pc12"oc 6"o.c.
Lam
500 11 1000 2000
375 750 1500
330 670 1330
min.
(a) 7" w Me members must be boded from been sides.
(b) Design values apply m common bots (grade 5 or higher)
Use thtwashers each We and drill holes la'dui.
(c) Allvalues inure bible above MY be increased 16% for snow Macao roofs al
25% for neo-. now roots w here code a lbw S.
Member
N.T
Mufliple Member Beams
Side Loaded Connection
1 3!4" Versa -Lam
Nail Pattern
12"oc ,-16d common nails
Max Uniform Load
-- - See chart
(lb., per In. ft. )
Number of 2rowsi3 rows
Members _
2" min. 2 52o 780
III—{I- II1, 3 (a)� 390 585
( a ) Nail pattern for 3 - piece member must occur on both sides.
Nail values may be Increased by 15% for snow - bad
roofs and by 25% for non - snow roofs where
building code allows.
F49
Multiple Member Connection Nail
N.T.S.
Nail each edd
with 1 -3"
(10d) nail
I�
1'h" minimum end bearing length
at all floor and roof details.
r_. Attachment
Attachment at End
N.T.S.
25
Load Bearir
Wall
AJS'" Blocking Panel.
Use 3" (10d) nails at 6" o.c.
F13-E'kin Panels at Interior Bearing
N.T.S.
Level 1
1/4 11
/411 = 1 1.011
Last Saved Date: 1/13/2005 4:40 PM
Print Date: 1/14/2005 4:52 PM
'--- Solid block allposts from
above to bearing below.
F08 Post Load Transfer
N.T.S.
Toe not rim board to plate w Ih 2%' (8d) nets at
6' o.c. or wth WS" (16d) nals at 12' o.c.
or
........rvu•.-" e_
F14- Rim Board
N.T.S.
Joist
LVL beam
F19 LVL Header Opening
N.T.S.
Level 1
Framing Schedule - Nominalized
Mark
Qty
Description
Length
1
2
9 112" AJSTM 20 MSR
38'0"
2
1
9 1/2" AJSTm 20 MSR
360"
3
1
9 112" AJSTA4 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
260"
7
1
9 1/2" AJSTMI 20 MSR
24'0"
8
3
9 112" AJSTm 20 MSR
14'0"
9
2
9 1/2" AJSTM 20 MSR
12' 0"
10
1
9 112" AJSTm 20 MSR
8101,
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 OF
170"
14
1
51/4" x 117/8" VERSA-LAMO 3080 OF
28' 0"
15
1
5 1/4" x 117/8" VERSA -LAM@ 3080 OF
24'0"
16
1
5 1/4" x 11718" VERSA-LAMO3080 OF
22'0"
17
1
13/4" 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
1 314" x 9 1/2" VERSA -LAM) 3100 SP
18-0"
20
4
1 3/4" x 9 1/2" VERSA-LAMO 3100 SP
16' 0"
21
1
1 3/4" x 9 1/2" VERSA -LAM® 3100 SP
14-0"
22
1
13/4" x 9 1/2" VERSA -LAM@ 3100 SP
8'0"
23
9
1 3/4" x 9 112" VERSA -LAM) 3100 SP
4' 0"
24
BLK
9 112" AJSTm 20 MSR
25
TL
1 1/8" x 91/2" BC OSB RIM BOARDTM
Level
Accessory Schedule
Mark
Qty
Manufacturer
Product
Description
H1
4
Simpson Strong -Tie Inc.
HGUS410
3-1/2 x 9-114 to 14 V -Lam Face Mount
H2
5
Simpson Strong -Tie Inc.
ITT39.5
2-1/2 x 9-112 Top Flange
F3rn board and AJS
Nail rim board and rjmjo'st w th
2W (ad) mats at 6" o.c.
F13 -C Exterior End Wall Support
N.T.S.
REVISIONS:
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Lu 11
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Notes:
Shop drawings, typical details
and framing plans, outlining
installation procedures and unit
identlficatlon 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 -off.
Product to be stored, handled and
Installed in accordance with
manufacturer's recommendations.
U (D
7
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BC FRAMER® 2002
SCALE: 114" = 1'-0"
DATE: 1/1312005
BY: be
FILE: Mcphee Assoc Fahey.bcf
DWG:
SHEET: 1 / 2