HomeMy WebLinkAbout11 Barnes Lane - Framing PlanLEGEND
Bearing Wall Below
F
Bearing Wall Above _
L — — — — — — — — — — — _1
Non -Bearing Wall Below
Non Bearing Well Above
Post Below Post Above
® t1
Post Above & Below
0
Multiple Member Beams
Side Loaded Connection
1/2" dia. Bolt (b)
I '
Bolt Spacing. .-12" dim.
Bolt (b)
Max Uniform Load i
(lbs per lm ft )
1tuber of 24 oc 12"ac 6"o0
member
314"Versa-Lem _
2 —j-500 10000 1I 2000
3 375 ., 750 1500
I --a) ,.LLL 330 670 1330
Multiple Member Beams
Side Loaded Connection
1 314' Versa -Lam
Nail Pattern
led common nails
See chart Max. Uniform Load
(Ibs.perin ft.)
INvmber of 2iow.s 3rows
Members _._
min. 2 azo 790
565 J
(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.
F49
Multiple Member Connection Nail
N.T.S.
Nail each end
with 1 -3
(10d) nail
i
1'R' minimum end bearing length
at all floor and roof details.
Attachment at End
F 13-D, N.T.S.
Level 1
1/411= 1 1-011
Level 1
Framing Schedule - Nominalized
Mark
(a) P w me mems apply must mailed from both sidOs.
(b) s elgn values apply to ach adsacommon bob (gratle 5 or higher)
use flat eraloes In here tme abitle maybe Increased 15
(c)25%fo shov,9 t5%for snow baled roofs ai
Mark
Qty
nor5nowbroofs. here code
Multiple Member Beams
Side Loaded Connection
1 314' Versa -Lam
Nail Pattern
led common nails
See chart Max. Uniform Load
(Ibs.perin ft.)
INvmber of 2iow.s 3rows
Members _._
min. 2 azo 790
565 J
(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.
F49
Multiple Member Connection Nail
N.T.S.
Nail each end
with 1 -3
(10d) nail
i
1'R' minimum end bearing length
at all floor and roof details.
Attachment at End
F 13-D, N.T.S.
Level 1
1/411= 1 1-011
Level 1
Framing Schedule - Nominalized
Mark
Qty
Mark
Qty
Description
H3
Length
1
1
7Description
M 20 MSR
19
16'0"2
18' 0"
16
M 20 MSR
9 112" AJSTM 20 MSR
14'0"
3
3
9 112" AJSTm 20 MSR
10'0"
12' 0"
4
5
9 1/2" AJSTM 20 MSR
e
10 0"
5
1
1 3/4" x 9 112" VERSA -LAMS
3100 SP
16' C"
6
1
1 3/4" x 9 1/2" VERSA -LAMS
3100 SP
8'0"
7
11
1 314" x 9 112" VERSA -LAMS
3100 SP
j 6'C"
8
1
11 3/4" x 9 1/2" VERSA -LAMS
3100 SP
4'0"
9
BLK
9 112" AJSTM 20 MSR
6' 0"
10
TL
11 118" x 9 1/2" BC OSB RIM BOARDw
72' 0"
Last Saved Date: 12/3/2004 10:06 AM
Orin+ nn+o- 19/3/9004 10.15 AM
im
Level 1
Accessory Schedule
Mark
Qty
Manufacturer
Product
Description
H3
11
Simpson Strong -Tie Inc.
ITT39.5
2-112 x 9-112 Top Flange
Load Bearir
Wag
AJ5 T" Blocking Panel.
Ur t � '(10d) -nails at 6' ).r
F13 -E kin Panels at Interior Bearing
N.T.S.
from
above to bearing below.
1:::08 post Load Transfer
N.T.S.
1
RUN JOIST 12"O/C_
THIS AREA.
Joist
Toe nail ren board to plate w flh 21A" (6d) nails at
T o.c. or wIth 31N" (16d) nails at 1Y' o.c.
L 1.21/F(5d)naAt«
�/� each joist range
F14 Rim Board
N.T.S.
Versa -Lam
LVL beam
LVL Header Opening
Opening
9 N.T.S.
Rim board and AJS '"side-by-sda.
Nail ri
21,V (I
Exterior End Wall Support
Wall Support
N.T.S.
Level 2
Framing Schedule - Nominalized
Mark
Mark
Qty
Description
Length
1
15
9 1/2" AJSTM 20 MSR
26'0"
2
19
9 112" AJSw 20 MSR
18' 0"
3
14
9 112" AJSTM 20 MSR
10' 0"
t
2
13/4"x9 1/2" VERSA -LAM® 3100 SP
10'0"
5
2
1 3/4" x 9 1/2" VERSA -LAM ®R 3100 SP
8' 0"
e
1 2
1 3/4" x 9 1/2" VERSA -LAM® 3100 SP
e, 0"
'r
2
1 3/4" x 9 112" VERSA -LAMS 3100 SP
14-0
8
2
1 3/4" x 14" VERSA -LAM ®R 3100 SP
10' 0"
9
1
W8x31 - Steel Beam
10
' BLK
9 1/2" AJSTM 20 MSR
14'0"
Ili
TL
1 1/6" x 9 1/2" BC OSB RIM BOARDTm
960"
Level 2
1/4 11 = 11.011
Level 2
Accessory Schedule
Mark
Qty
Manufacturer 1 Product Description
H1
1
Simpson Strang -Tie Inc.
HGUS410 3-1/2 x 9-1/4 to 14 V -Lam Face Mount
H2
9
Simpson Strong -Tie Inc.
I ITT311.88
2-1/2 x 11-7/8 Top Flange
H3
10
Simpson Strong -Tie Inc.
ITT39,5
2-112 x 9-112 Top Flange
H4
1
Simpson Strong -Tie Inc.
MIT39.5-2
15 x 9-1/2 Top Flange
THIS LAYOUT IS FOR MATERIAL PLACEMENT ONLY.
JOIST CALCULATIONS HAVE BEEN PROVIDED.
REVISIONS:
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Notes:
Shop drawings, typical details
and framing plans, outlining
Installatlon 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 lotations.
The floor system (1-Jolst, 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 recommehdations.
BC FRAMER® 2002
SCALE: 1/4" = V-0"
DATE: 12/3/2004
BY: be
FILE: Manning Walsh.bef
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SHEET: 1 / 1
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BC FRAMER® 2002
SCALE: 1/4" = V-0"
DATE: 12/3/2004
BY: be
FILE: Manning Walsh.bef
DWG:
SHEET: 1 / 1