HomeMy WebLinkAbout83.13.1.1 - Framing Sheet 2e
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S'.
H1
42'
M3
ni
6'
91
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# of
Net
Qty
1
Qty
2
Trusses By
Others Slope:
0
1
1
2
1
2
1
.a
Hi M1 MS M4
1
3
1
3
2
1
2
I
1
1
1
7
5.5"
Trusses
By
Others
Slope:
0
Trusses
By
I
I
Trusses By Others Slope: 0
I
I
i
n
i
Others Slope
M6
M6
1
(�— 6'
Plot
ID
F,0
42'
HANGER LIST -
Member
Qty Product Label Top !Tails Face Nails Nails
6 LUS48 6-16D 4-16D
Notes
(1)
I JOIST AND BEAM LIST
Plot
ID Length Product
M1 38'
M2 36'
M3 28'
M4 26'
M5 24'
M6 6'
3 1/2" x 9 1/2" 2.0E Parallam PSL
3 1/2" x 9 1/2" 2.0E Parallam PSL
3 1/2" x 9 1/2" 2.0E ParPllam PSL
3 1/2" x 9 1/2" 2.0E Par211am PSL
3 1/2" x 9 1/2" 2.0E Par211am PSL
3 1/2" x 9 1/2" 2.0E Parzllam PSL
99' 6 1/2"
Unit
# of
Net
Qty
Plies
Qty
2
1
2
2
1
2
2
1
2
1
1
1
3
1
3
2
1
2
JOB COMMENTS
J. O'LOUGHLIN
GEORGE S HENDERSON JOB
ANSEL HULETT RD
WEST YARMOUTH
BUILDING 2A
+1 6' —
H
N
: 0
LEVEL NOTES
File Name: Gbh#2-a.job
Level Name: ROOF
Plot Date: 8/10/00 10:40
Design Date: 7/28/00 10:25
Drawing Scale: 1/8" = 1'
Job Status:
Foundation_.. Foundation
IST FLOOR .... Readv to Plot
7/28/00 10:51
ROOF......... Plotted
7/28/00 10:25
NOTE: Level design times indicated above
provide assurance for proper level I
stackinq. Upper levels must have earlier
design times.
Design Methodology: ASD
Roof Area Loading Is:
30 psf Live Load (1158 LDF)
20 psf Dead Load
Maximum Joist Deflection:
L/360 Flat Roof - Live Load
L/240 Sloped Roof - Live Load
L/240 Flat Roof -Total Load
L/180 Sloped Roof - Total Load
Default Wall / Beam Width: 3.5"*
Hanger Notes:
(1) Indicates non -stocked hanger
TJ-Xpert 6.03 (#660) A
C6.03 D6.03 56.03 P6.03
*Unless noted otherwise
N
V
CREATED BY
Mid -Cape Home Centers
PO Box 1418, Route 134
So. Dennis MA 02660
508-398-6071
FAX: 508-398-4559
SYMBOL LEGEND
M
Rectangular Product Ty
—
Bearing Wall
Beam
=
BBO
Beam By Others (BBO)'
A
column (CBO)
H
Hanger Type
U
Hanger Symbol
Point Load
Line Load
_i_
Area Load
o
Bearing Width Label
TRUS JOIST MACMILLAN
FOR THE TJ-XPERT WARRANT:
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