HomeMy WebLinkAboutJOIST - 06-00497 - 1117 Coyote Willow Way - New SFRNAILING REQUIREMENTS
TJI®loists at bearings: Two 8d A21 box nails (1 each side), 1 Y"
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:
13/4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
Via"thru 2%2"widths: Two 16d (V2") box nails, one each at top and
bottom flange.
3112" 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.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rlm Joist
WARNING NOTES:
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
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.
L All bloclting, hangers, rim boards and rim joists at the end supporta of the TJI f, joists must be completely Installed and properly nailed.
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of jolats at the and of the bay.
3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each foist. 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 It joist before additional loads can be placed on the system.
S. Ends of cantilevers require safety bracing on Win the top and bottom flanges.
6. The flanges most remain sbaiphl within a lolerance of $" from true atanment.
to TJ-Xpert framing plan requses the Trus Joist Framer's Pocket Guide
See Trus Joist Framer's Pocket Gude for Product Trademark Information
•NO ROOF LOPD APPLIED
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File Name: 60- NATE FLEMING 100206.JOB
Level Name: MAIN FLOOR
Plotted: 10/5/2006 12:15
Desiml status:
MAIN FLOOR... 10/5/2006 12:10
NOTE: Level designtimes indicated above provi
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadino Is:
40psf Live Load and 15 par Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratinq Information:
Weiahted Averaoe: 54
Lowest Rating: 36
Highest Rating: 66
Glued 6 Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gypsum is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"*
'Unless noted otherwise
Scale: 114" m 1 r
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A16
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A26
Rail
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A14
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File Name: 60- NATE FLEMING 100206.JOB
Level Name: MAIN FLOOR
Plotted: 10/5/2006 12:15
Desiml status:
MAIN FLOOR... 10/5/2006 12:10
NOTE: Level designtimes indicated above provi
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadino Is:
40psf Live Load and 15 par Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratinq Information:
Weiahted Averaoe: 54
Lowest Rating: 36
Highest Rating: 66
Glued 6 Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gypsum is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"*
'Unless noted otherwise
Scale: 114" m 1 r