HomeMy WebLinkAboutJOIST - 04-00428 - 378 Oaktrail Dr - New SFR8
Web stiffeners
required each
side at E1W
8" diameter maximum hole for
117/" - 20" joists; 6" diameter
maximum for 93/2" joists or for
blocking panels less than 12"
long. Do not cut flanges.
Trus Joist rim
board closure
A complete TJ-Rpert framing plan ret
See Trus Joist Framer's Packet
;the Trus Joist Framer's
for Product Trademark Information
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DO NOT allow workers
to walk on joists until
braced.
Pc5 5'
10.75" 11 7/8" TJI 110 joist 1 I
Nail 16'
1 1/4" x 11 1/8" 1.3E TimberStrand LSL 1 3
Bkl 1'
2.25" 11 7/8" TIT 110 Blocking Panels 1 6
Bk, Blocking
Panels; Rm, Rim Board; no, Parallel Closure
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim foist
WARNING NOTES:
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 23 IUT11 10-N10 2-N10
Hanger Notes:
DO NOT stack building
materials on unsheathed
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 dm 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 and 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 before addHional loads can be placed on the system.
5. Ends of cantilevers require strut lines on both the top and bottom flanges.
6. TJla joist flanges must remain straight within a tolerance of Y2"from true alignment.
NAILING REQUIREMENTS
TJl® 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 (3Y2") box nails at 12" o.c.
Shear transfer: Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI®joist:
13/4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2116" thru 2112" widths: Two 16d (V2") 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.
LEVEL NOTES
File Name: uppervalleycontractors.1104.JOB
Level Name: main floor
Plotted: 11/02/2004 00:26
Design Status:
main floor ... 11/02/2004 08:20
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD.
Floor Area Loading Is:
40psf Live Load and 12 Pat Dead Load
Maximsm Joist Deflection:
L/4BO Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 47
Lowest Rating: 36
Highest Rating: 61
Glued 5 Nailed Decking is Required
Suspended Ceiling is Assumed.
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing - 16"*
Standard Blocking: Bkl*
'+Unless noted otherwise
Layout Scale: I I Vw = 1'
CREATED HY
BMC WEST
P.O. $ox 188
Rexburg, Idaho 83940
208-356-9292
FA%: 208-356-3299
I SYMBOL LEGEND I
Point Load
_-_ Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)