HomeMy WebLinkAboutJOIST - 06-00019 - 1134 Arctic Willow Dr - New SFRIMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
Trus Joist
rim board
A3
NAILING REQUIREMENTS
TJI® joists at bearings: Two 8d (212") box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearing plate:
TJI® 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 (3Y") box nails at 12" o.c.
Shear transfer., Connections equivalent to decking nail schedule.
Rim board, rim joist or closure to TJI®Joist:
1%" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2116"thru 212" widths: Two 16d (312') box nails, one each at top and
bottom flange.
312" width: Toenail joist to rim joist with one 10d (3") box nail each
side of joist top Flange.
20 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
NOT allow workers
to walk on joists
until braced.
FURY MAY RESUL T.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines - Rim Joist
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
Lack of concern for proper bracing during construction can result in serious accidents.
Under normal conditions if the following guidelines are observed, accidents will be avoided.
1. All blocking, hangers, rim boards and rim joists at the antl supports of the TJI • joists must be completely installed and properly nailed.
2. Lateral strength, Ilk, a braced end Wail or an existing deck. must be established at the ends of the bey. This can also be accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing lines o11x4 (minimum) must be nailed to a braced and wall or sheathed area as in note 2 and to each joist. Without this
bracing. buckling sideways or rollover is highly probable under light construction loads - like a worker or one layer of unnalled sheathing.
4. Sheathing must be totally attached to each TJI • foist before additional loads can be placed on the system.
S. Enos of cantilevers require safety bracing on both the top and bottom flanges,
6. The flanges must remain straight within a tolerance of N' from true alignment.
A complete TJ-Xpert framing plan requires the True Joist Framer's Pocket
See Trus Joist Framer's Pocket Guide for Product Trademark Information
*NO ROOF LOADS APPLIED.
a
0
ide
121
10
u'
�— 6'
23'
T
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HiUlGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Mails Face Nails Member Nails Notes
H1 6 IUT11 10-N10 2-N10
Hanger Notes:
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
qty
A
See Layout
11 7/8" TJI 110 loist
1
Ml
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
M2
i
1 3/4" x 11 7/8" 1.9E Micnollam LVL
1
1
ACCESSORIES LIST
Rml
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
13
Rm, Rim
Board
A16
A30
AA
A16
A24
m
6„
A38
H1
Rif
AS
43
A4
1
A3
1
1
A22
A3
_
121
10
u'
�— 6'
23'
T
C TJAXPert.
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v
HiUlGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Mails Face Nails Member Nails Notes
H1 6 IUT11 10-N10 2-N10
Hanger Notes:
LEVEL NOTES
File Name: 45 -Travis Chapple Parkinson Job
121505.JOB
Level Name: Main Floor
Plotted: 12/15/2005 09:14
Design Status:
Main Floor... 12/15/2005 09:11
NOTE: Level design times indicated above pr
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 45
Lowest Rating: 39
Highest Rating: 58
Glued & Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking; 23/32" Panels (24" Span Rating)
Normal O.C. Spacing . 16-*
*Unless noted otherwise
Scale: 1/4" = 1'
JOB COMMENTS
45-Travi5Chapple
Parkinson Job
Rexburg Id.
X
BYSTMain188 83440929256-3299
SYMBOL LEGEND
Note from Operator
Point Load
Line Load
Area Load
ODetail Callout Label
ISee Framer's Pocket Guide)
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpert 6.42 (#693) C6.42 06.42 56.42 P6.42
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
qty
A
See Layout
11 7/8" TJI 110 loist
1
Ml
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
M2
4'
1 3/4" x 11 7/8" 1.9E Micnollam LVL
1
1
ACCESSORIES LIST
Rml
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
13
Rm, Rim
Board
LEVEL NOTES
File Name: 45 -Travis Chapple Parkinson Job
121505.JOB
Level Name: Main Floor
Plotted: 12/15/2005 09:14
Design Status:
Main Floor... 12/15/2005 09:11
NOTE: Level design times indicated above pr
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 45
Lowest Rating: 39
Highest Rating: 58
Glued & Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking; 23/32" Panels (24" Span Rating)
Normal O.C. Spacing . 16-*
*Unless noted otherwise
Scale: 1/4" = 1'
JOB COMMENTS
45-Travi5Chapple
Parkinson Job
Rexburg Id.
X
BYSTMain188 83440929256-3299
SYMBOL LEGEND
Note from Operator
Point Load
Line Load
Area Load
ODetail Callout Label
ISee Framer's Pocket Guide)
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpert 6.42 (#693) C6.42 06.42 56.42 P6.42