HomeMy WebLinkAboutJOIST - 04-00228 - 1132 Golden Willow Cir - New SFRi Weyerhaeuser)
This layout and essodated
material list is Erased on the
project plans, and/or
informahan provided to the
Weyerhaeuser Company. It
remains the responsibility
of the lumber dealer,
builder, architect, designer
or other responsible
persons to review this
information t* *$sure that
it is appropriate, accurate
and complete.
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CREATED BY
Weyerhaeuser - SLC
2600 South 600 West
Attn: Jeff Harrop
Salt Lake City, UT 84115
(800) 283-9663
FAX; (801) 975-0958- —
A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide
See Trus Joist Fromer's Pocket Guide for Product Trademark Information
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WARNING
==p Joists are unstable until braced laterally -
Bracing Includes: - -
• 8belang •
nim Rio, S.i"g
•hangers •artl
DO NOT allow workers . swtones • ram,jn,n 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 nm ialsts at TJI a joist end supports.
2. Establish a permanent deck (sheathing), nalled to the first 4 feet of joists at the end of the bay or braced and wall.
3. Safety strut lines of 1x4 prialmum) must be Walled to a braced end wall ar sheathed area.
4. Sheathing must be properly nailed to each TJI 'n joist beton additional bads can be placed on the system.
5. Ends of cantilevers require strut lines an both the top and bottom flanges.
6. TV' joist flanges must remain straight' within a tolerance of Y"from tree alignment.
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NAILING REQUIREMENTS
Tilts joists at bearings: Two 8d (2Yz") box nails (1 each side), 1 Y2"
minimum from end.
Blockina oanets, 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 1 Old (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 ®'ol ist:
13/4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2Yrs" thru 2Y2" widths: Two 16d (3Y2') box nails, one each at top and
bottom flange.
3%a" width: Toenail joist to rim joist with one 10d (T) box nail each
side of joist top flange.
2x4 minimum squash blacks: Two t Old (3") box nails, one each
at top and bottom flange.
C TJ•Xpert,
Web stiffeners
required each 8" diameter maximum hole for
side at EI W W/8" - 20" joists; 6" diameter
maximum for 9th" Joists or for
blacking panels less than 12"
long. Do not cut flanges.
Trusst rim
closure a board closure
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JOB COMMENTS
Mike Birch @ Stock Rexburg
Ph: (208) 356-4626 Office #
Job: Harris Residence - ID
Arch: Ryan Meikle - Draftsman
Ph: (208) 359-1719 Office #
LEVEL NOTES
File Name: STOCK REXBURG - HARRIS RESIDENCE
(04-UT730-301).JOB
Level Name: Main Floor Framing
Plotted: 6/14/2004 14:45
Design Status:
Main Floor Framing...6/14/2004 13:39
NOTE: Level design times indicated above provide
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: 47
Lowest Rating: 42
Highest Rating: 58
Glued & Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Structurwood Edge Gold (24"
Span Rating)
Normal O.C. Spacing = 16"*
Standard Blocking: Bkl*
*Unless noted otherwise
Layout Scale: 1/4$' = 1'
SYMBOL LEGEND
Point Load
Line Load
Area Load
- Detail Callout Label
(See Framer's Pocket Guide)
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
Plot ID Length Product
Plies
Qty
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
Bkl 1' 2 1/4" 11 7/8" TTI 110 Blocking Panels
Al
38'
11 7/8" TJI 110 joist
1
8
1
A2
36'
11 7/8" TJI 110 joist
1
7
8k*, Random length blocking panel cuts
A3
32'
11 7/8" TSI 110 joist
1
2
A4
30'
11 7/8" TJI 110 joist
1
4
A5
24'
11 7/8" TJI 110 joist
1
9
A6
20'
11 7/8" TJI 110 ,foist
1
7
A7
16'
11 7/8" TJI 110 joist
1
8
A8
14'
11 7/8" TJI 110 joist
1
4
A9
12'
11 7/8" TJI 110 joist
1
1
ASO
6'
11 7/8" TJI 110 joist
1
3
M2
22'
1 3/4" x 18" 1.9E Microllam LVL
3
3
TSS
10'
3 1/2" x 9 1/2" 1.7E TimberStrand LSL
1
1
ACCESSORIES LIST
JOB COMMENTS
Mike Birch @ Stock Rexburg
Ph: (208) 356-4626 Office #
Job: Harris Residence - ID
Arch: Ryan Meikle - Draftsman
Ph: (208) 359-1719 Office #
LEVEL NOTES
File Name: STOCK REXBURG - HARRIS RESIDENCE
(04-UT730-301).JOB
Level Name: Main Floor Framing
Plotted: 6/14/2004 14:45
Design Status:
Main Floor Framing...6/14/2004 13:39
NOTE: Level design times indicated above provide
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: 47
Lowest Rating: 42
Highest Rating: 58
Glued & Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Structurwood Edge Gold (24"
Span Rating)
Normal O.C. Spacing = 16"*
Standard Blocking: Bkl*
*Unless noted otherwise
Layout Scale: 1/4$' = 1'
SYMBOL LEGEND
Point Load
Line Load
Area Load
- Detail Callout Label
(See Framer's Pocket Guide)
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
Plot ID Length Product
Plies
Qty
Page 1 of 1
Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
14
Bkl 1' 2 1/4" 11 7/8" TTI 110 Blocking Panels
1
6
FOR THE TJ-XPERT WARRANTY
Bkl* 1' 4" 11 7/8" TJI 110 Blocking Panels
1
1
Shl 4' x 8' 23/32" Strveiurwood Edge Gold (24" Span Rating)
1
57
SEE FRAMER'S POCKET GUIDE
8k*, Random length blocking panel cuts
Preliminary Layout
Bk, Blocking Panels; Rm, Rim Board
for Review and Approval
TJ.xpert 6.35 (#689) C6.35 D6.35 S6.35 P6.35