HomeMy WebLinkAboutJOIST - 05-00129 - 120 Star View Dr - New SFRBuilding
Supply
a WOLSELEYcompany
Web stiffeners
required each Be diameter maximum hole for
side at E1W 117/° - 20" joists: 6" diameter
maximum for 9Y2" joists or for
blocking panels less than 12"
long. Do not cut flonges.
Trus Joist rim
board closure
NAILING REQUIREMENTS
TJI® joists at bearings: Two 8d (2Y") box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearing plate:
TJIV blocking panels or rim joist: 10d (3") box nails at 6" o.c.
Trus Joist rim board: Toenail with 10d (3") box nails at 6" o.c. or
16d (SY") box nails at 12" o.c.
Shear transfer. Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI®joist:
13/a" width or less.' Two 10d (3") box nails, one each at top and
bottom flange.
2%5"thru 2112" widths: Two 16d (3Y2") box nails, one each at top and
bottom flange.
3Y2" width: Toenail joist to rim joist with one 10d (3") box nail each
side of joist top flange.
2x4 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
WARNING
Joists are unstable until braced laterally _ -
Bracing Includes:
* SiocMng " Sheathing
• Hangars • RID Bond
DO NOT allow workers " stnn Lines • Rm Joist DO NOT Stack building
to walk on joists until materials on unsheathed
braced. WARNING NOTES: joists'
Lack of proper bracing during construction can result in serious accidents. Under
normal conditions If the following guidelines are observed, accidents will be avoided.
1. Install all blocking, hangers, rim boards and rim joists at TJI N joist end supports.
2. Establish a permanent deck (sheathing), nalled to the first 4 feet of joists at the and of the bay or braced end wall.
3. Safety strut fines of lx4 (minimum) must be nailed to a braced end wall w sheathed area.
4. Sheathing must be properly nailed to each TJI ajuist befo'e additional loads can be placed on the system.
5. Ends of cantilevers require strut fines on both the top and bottom flanges.
6. TJJ�joist flanges must remain straight within a tolerance of Y2" from true alignment.
A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide
See Trus Joist Framer's Pocket Guide for Product Trademark Information
JOIST AND BEAM LIST
Plot ID
Length
Product
Point Load
Plies
qty
A32
32'
11 7/8"
TJI 110
joist
1
6
A30
30'
11 7/8"
TJI 110
joist
1
5
A28
28'
11 7/8"
TJI 110
joist
1
12
A23
23'
11 7/8"
TJI 110
joist
1
10
A17
17'
11 7/8"
TJI 110
joist
1
4
A15
15'
11 7/8"
TJI 110
joist
1
10
A14
14'
11 7/8"
TJI 110
joist
1
9
A13
13'
11 7/8"
TJI 110
joist
1
7
A6
6'
11 7/8"
TJI 110
joist
1
9
A4
4'
11 7/8"
TJI 110
joist
1
1
M1
14'
1 3/4" x 11 7/8"
1.9E Microllam LVL
2
2
342
5'
1 3/4"
x 11 7/8"
1.9E Microllam LVL
1
1
ACCESSORIES LIST
Pct
29' 9 1/211
11 7/8"
TJI 110
joist
1
1
Pct
27' 9 1/2"
11 7/8"
TJI 110
joist
1
1
Pc3
9' 10 3/4"
11 7/8"
TJI 110
joist
1
1
Pc4
7' 10 3/4"
11 7/8"
TJI 110
joist
1
3
Pc5
1' 10 3/4"
11 7/8"
TJI 110
joist
1
2
Rml
20'
1 1/4" x 11 7/8"
1.3E TimberStrand LSL
1
8
Bkl
1' 2 1/4"
11 7/8"
TJI 110
Blocking Panels
1
2
Bkl*
4' 10"
11 7/8"
TJI 110
Blocking Panels
1
1
Shl
4' x 8'
23/32" Panels (24"
Span Rating)
1
63
Bk*, Random length blocking
panel cuts
Bk, Blocking Panels;
But, Rim Board;
Pc, Parallel Closure
0
t
Lj
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LEVEL NOTES
-File Name: Rex 4 K Sellers res..
Level Name: in
Plotted: 4/19/2005 16:11
Design Status:
main ........ .4/19/2005 16:01
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 12 psf Dead Load
Maxiln,m Joist Deflection:
IJ480 Live Load
L/240 Total Iniad
TJ -Pro Rating Information:
Weighted Average: 49
Lowest Rating: 40
Highest Rating: 62
Glued 6 Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"*
Standard Blocking: Bkl*
*Unless noted otherwise
Layout Scale: 3/16" = 1'
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CREATED BY
STOCK Biulding Supply
4000 Bombardier Ave
Idaho Falls, Idaho 83401
208-523-0995
FAX: 208-524-3734
HANGER LIST - Simpson Strong -Tie -Company,-Inc.@
Plot ID gty Product Zabel Top Nails Face Nails Member Nails Notes
H1 40 IUTll 10-N10 2-11110
Hanger Notes:
XNote
EINEQL Tang m
from Operator
Point Load
-
Line Load
-_..:
Area Load
HBO
Beam By Others
O
Detail callout label
(See Framer's Pocket Guide)
1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ•xpert 6.35 (#689) C6.35 D6.35 56.35 P6.35