HomeMy WebLinkAboutJOIST - 04-00410 - 260 Mark Ave - New SFR (2)1 Weyerhaeuser
This layout and associated
material list is based on the
project plans and/or
information provided to the
Weyerhaeuser Company. It
remains the responsibility
of the lumber dealer,
builder, architect, designer
or other responsible
persons to review this
information to assure that
it is appropriate, accurate
and complete.
8
Web stiffeners
required each
side at E1W
B" diameter maximum hole for
Il7/" - 20" joists; 6" diameter
maximum for 9t/z" joists or for
blocking panels less than 12"
long. Do not cut flanges.
Trus Joist rim
board closure
Filler block: Nail with ten
JOIST AND BEAM LIST
Rod (3") box nails, clinched.
Use ten 16d (3tz") box nails
Length Product
from each side with 3%"
Plies
TJI® joist flange
widths.
48'
Use fifteen nails
with TJI®
Backer block: Install
joist depths greater than
tight to top flange
16".
(tight to bottom flange
.joist
with face mount
4
hangers). Attach with
42'
ten 10d (3") box nails,
> t.
'Backer
clinched when possible.
2
A4
block
9 1/2" TJI 110
both sides of
1
web with single
H2
TJI® joists
r
DO NOT allow workers
to walk on joists until
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Backing • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
DO NOT stack building
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 s joist end supports.
2. Establish a permanent deck (sheathing), nailed to the first 4 feel of joists at the end of the bay or braced end wall.
3. Safety strut lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area.
4. Sheathing must be properly nailed to each TJI s joist befo-e additional loads can be placed on the system.
5. Ends of cantilevers require strut lines on both the top and bottom flanges.
6. TJI" joist flanges most remain straight within a tolerance of '/z" from true alignment.
NAILING REQUIREMENTS
TJI®joists at bearings: Two 8d (2Y") box r s (1 each sic
minimum from end.
Blocking panels, rim joist or rim board tobearing plate:
TJI® blocking panels or rim joist: 10d (3") box mails at 6" o.c.
Trus Joist rim board: Toenail with 10d (3") box nails at 6" o.c. or
16d (3Y2") box nails at 12" o.c.
Shear transfer- Connections equivalent to decavng nail schedule
M uurnpie le rd -nperl Ir'uriuny pruri regw r'ec ine rruo �vue i r-urtier� rvuner ouiue,
See Trus joist orame,'s Pocket Guide for Product Trademark Information
Rim board rim joist or closure to TJI ® joist
1314" width or less: Two 10d (3") box nails, onE each at top and
bottom flange.
21116"thru 2%2" widths: Two 16d (3Y2') box nail one each at top and
bottom flange
3%2" width: Toenail joist to rim joist with one 10d (3") box nail each
side of joist top flange.
2x4 minimum squash blacks: Two 1 Old (3") Cox nails, one each
at top and bottom flange.
E
ix
ux pertf,
��Ve
HEADER LIST
Plot ID Length Product Plies Qty
Hall 10' 3 1/2" x 9 1/2" 1.7E TimberStrand LSL 1 2
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 3 IUT9 8-N10 2-N10 (5)
Hanger Notes:
(5) Backer Blocks Required
ACCESSORIES LIST
Plot ID Length Product Plies Qty
Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 13
Bbl 1' 5/8" or 3/4" Backer Blocks 1 6
Bkl 1' 5 7/16" 9 1/2" TTI 110 Blocking Panels 1 11
Bkl* 1' 2 3/8" 9 1/2" TTI 110 Blocking Panels 1 1
Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 59
Bk*, Random length blocking panel cuts
Bk, Blocking Panels; Rim, Rim Board
LEVEL NOTES
File Name: Stock Rexburg - Dave Harris Const
(04-U7730-433). JOB
Level Name: Main Floor Framing
Plotted: 11 / 16/2004 13: 10
Des* Stai
Main Floor Framing... 11/16/2004 13:05
NOTE: Level design times indicated above provid
assurance for groper 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: 35
Lowest Rating: 34
Highest Rating: 35
Glued 8t Nailed Decking is Recuirec
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Structurwocd Edge Gold (24"
Span Rating)
Normal O.C- Spacing = 19.2"*
Stardard Blocking: Bk1*
*Unless noted otherwise
Scale: 1I4" = V
CREATED BY I
Weyerhaeuser - SLC
2600 South 600 West
Salt Lake City, UT 84115
(800) 283-9663
FAX: (801) 975-0958
JOB COMMENTS I
Mike Birch C Stock Rexburg
Ph: (208) 356-4626 Office #
Job: Dave Harris Construction
Alan Cook - Aerotech Design
Ph: (208) 458-4452 Office #
I SYMBOL LEGEND I
Line Load
Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
ii t Header, and -t indicates quantity of 2x_
trimmers required at ends
Page 1 of 1
FOR THE TJ•XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-Xpen 6.35 (#685) C6.35 06.35 S6.35 136.35
JOIST AND BEAM LIST
Plot ID
Length Product
Plies
Qty
Al
48'
9 1/2" TJI 110
_foist
1
4
A2
46'
9 1/2" TTI 110
.joist
1
4
A3
42'
9 1/2" TJI 110
,joist
1
2
A4
30°
9 1/2" TJI 110
,joist
1
9
A5
28'
9 1/2" TJI 110
-joist
1
14
A6
4'
9 1/2" TTI 110
joist
1
1
A7
2'
9 1/2" TJI 110
joist
1
1
HEADER LIST
Plot ID Length Product Plies Qty
Hall 10' 3 1/2" x 9 1/2" 1.7E TimberStrand LSL 1 2
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 3 IUT9 8-N10 2-N10 (5)
Hanger Notes:
(5) Backer Blocks Required
ACCESSORIES LIST
Plot ID Length Product Plies Qty
Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 13
Bbl 1' 5/8" or 3/4" Backer Blocks 1 6
Bkl 1' 5 7/16" 9 1/2" TTI 110 Blocking Panels 1 11
Bkl* 1' 2 3/8" 9 1/2" TTI 110 Blocking Panels 1 1
Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 59
Bk*, Random length blocking panel cuts
Bk, Blocking Panels; Rim, Rim Board
LEVEL NOTES
File Name: Stock Rexburg - Dave Harris Const
(04-U7730-433). JOB
Level Name: Main Floor Framing
Plotted: 11 / 16/2004 13: 10
Des* Stai
Main Floor Framing... 11/16/2004 13:05
NOTE: Level design times indicated above provid
assurance for groper 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: 35
Lowest Rating: 34
Highest Rating: 35
Glued 8t Nailed Decking is Recuirec
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Structurwocd Edge Gold (24"
Span Rating)
Normal O.C- Spacing = 19.2"*
Stardard Blocking: Bk1*
*Unless noted otherwise
Scale: 1I4" = V
CREATED BY I
Weyerhaeuser - SLC
2600 South 600 West
Salt Lake City, UT 84115
(800) 283-9663
FAX: (801) 975-0958
JOB COMMENTS I
Mike Birch C Stock Rexburg
Ph: (208) 356-4626 Office #
Job: Dave Harris Construction
Alan Cook - Aerotech Design
Ph: (208) 458-4452 Office #
I SYMBOL LEGEND I
Line Load
Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
ii t Header, and -t indicates quantity of 2x_
trimmers required at ends
Page 1 of 1
FOR THE TJ•XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-Xpen 6.35 (#685) C6.35 06.35 S6.35 136.35