HomeMy WebLinkAboutJOIST - 04-00394 - 342 E 5th S - Remodelk 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.
Trus Joist
rim board
A3
DO NOT allow workers
to walk on joists until
b ed
WAR��ING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking - Sheathing
• Hangers - Rim Board
• Strut Linos • Rim Joist
DO NOT stack building
materials on unsheathed
joists
roc WARNING NOTES:
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 a joist end supports.
2. Establish a permanent deck (sheathing), nailed to the first 4 feet 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 a 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. TJlljoist flanges must remain straight within a tolerance of jz" from true alignment.
A complete TJ-Xpert framinq plan requires the Trus Jost Framer's Pocket Guide
See Trus Joist Framer's Pocket Guide for Product Trademark Information
NAILING REQUIREMENTS
TJI® joists at bearings: Two 8d (2Y") box nails (1 each side), 1 %"
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 (3%") box nails at 12" o.c.
Shear transfer: Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI0 joist:
1314" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2'/16"thru 2%2" widths: Two 16d (3Y2") box nails, 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 blocks: Two 10d (3") box nails, one each
at top and bottom flange.
Cilrupprit.
�I Iqe
JOIST AND BEAM LIST I
Plot ID Length Product Plies Qty
Al 18' 11 7/8" TJI 110 ,joist 1 7
A2 16' 11 7/8" TJI 110 .joist 1 10
TS1 12' 3 1/2" x 9 1/2" 1.7E TimberStrand LSL 1 1
ACCESSORIES LIST
Plot ID Length Product Plies Qty
Rml 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 5
Pc1 16' 11 7/8" TJI 110 joist 1 1
Shl 4' x 8' 23/32" Strueturwood Edge Gold (24" Span Rating) 1 14
Rim, Rim Board; Pc, Parallel Closure
I LEVEL NOTES
File Name: Stock Rexburg - Scrivner Addition
(04-UT730-386).JOB
Level Name: Main Floor Framing
Plotted: 9/15/2004 15:40
Design Status:
Main Floor Framing --- 9/15/2004 15:37
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:
Weiqhted Average; 41
Lowest Rating: 39
Highest Rating: 43
Glued 8r 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`
`Unless noted otherwise
Layout Scale: 114" = 1'
SYSTEM WARNINGS
3 Skew cut joist ends at all skewed
support locations.
CREATED BY I
Weyerhaeuser - SLC
2600 South 600 West
Salt Lake City, UT 84115
(800) 283-9663
FAX: (801) 975-0958
I JOB COMMENTS I
Mike Birch @ Stock Rexburq
Ph: (208) 356-4626 Office At
Job: Scrivner Addition/Remodel
A+ Drafting and Designs, LLC
Ph: (208) 200-8930 Office At
SYMBOL LEGEND
Point Load
Line Load
Area Load
Detail Callout Label
(See Framer's Pocket Guide)
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-Xpen 6.35 (#669) C6.35 D6.35 56.35 PI