HomeMy WebLinkAboutJOIST - 06-00360 - 752 Nina Dr - AdditionIMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
NG REQUIREMENTS
TJI®loists at bearings: Two 8d (2Y") box nails (1 each side), 1 Y2"
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® oast:
IY4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
21116"thru 2112" widths: Two 16d (3112") box nails, one each at top and
bottom flange.
31/2" 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.
( t
W Pon -
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blccs ny • Sheathing
• i -v qws • Rim Board
• Strut ones • Rim Joist
WARNING NOTES:
Isi
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
1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI m Joists must be completely installed and properly nailed.
2. Lateral strength, like a braced and wall or an existing dock, 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 Wsts at the end of Ne bay.
3. Safety bracing lines of 1x4 (minimum) must the nailed to a braced end wall or sheathed area a9 In note 2 and to each joist. Without this
bracing, bucking sideways or rollover is highly probable under light construction bads - like a worker or one layer of unnailed sheathing,
4. Sheathing must be totally attached to each TJI a Win before additional loads can be placed on the system.
S. Ends of cantilevers require safety probing on both the lop and bottom flanges.
6. The flanges must remain straight within a tolerance of X' from true alignment.
R
ECEE WE
JUL 1 72006
D
CITY OF REXBURG
A complete TJ -%pert framing plan requires the Trus Joist Framer's Pc
See Trus Joist Framer's Pocket Guide for Product Trademark lr.-
T
A3
TJ•Xpert,
LEVEL NOTES
File Name: 60 -Jim Bollinger Addition 070706.JOB
Level Name: Main Floor
Plotted: 7/7/2006 11:04
Design Statue:
Main Floor... 7/7/2006 11:03
NOTE: Level design times indicated above
assurance for proper level stacking,
Design Methodology: ASD
Floor Area Loadin0 Is:
40psf Live Load and 12 Ralf Dead Load
Maximum Joist Deflection:
L/4B0 Live Load
1/240 Total Load
TJ -Pro Ratinq Information:
Weiahted Averaqe: 61
Lowest Ratlnn: 61
Richest Rating: 61
Glued 4 Nailed Deckinq is Required
Direct Applied Ceiling is Not Rewired
Floor Decking: 23/32" Structurwood Edge Gold (29"
Span Rating)
Normal O.C. Spacing = 16 --
-Unless noted otherwise
Scale: 1141' = 1'
JOB COMMENTS
60 -Jim Hollinger
Addition
Rexburg, Idaho
SYMBOL LEGEND
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies Qty
A
See Layout
11 7/8" TJI 110 joist
1
ACCESSORIES LIST
Brill
Shl
Rm, Rim
16'
9' x 1'
Board
1 1/4" x 117/8' 1.3E TimberStrand LSL
23/32" Structurwood Edge Gold (24" Span Rating)
1 6
1 19
LEVEL NOTES
File Name: 60 -Jim Bollinger Addition 070706.JOB
Level Name: Main Floor
Plotted: 7/7/2006 11:04
Design Statue:
Main Floor... 7/7/2006 11:03
NOTE: Level design times indicated above
assurance for proper level stacking,
Design Methodology: ASD
Floor Area Loadin0 Is:
40psf Live Load and 12 Ralf Dead Load
Maximum Joist Deflection:
L/4B0 Live Load
1/240 Total Load
TJ -Pro Ratinq Information:
Weiahted Averaqe: 61
Lowest Ratlnn: 61
Richest Rating: 61
Glued 4 Nailed Deckinq is Required
Direct Applied Ceiling is Not Rewired
Floor Decking: 23/32" Structurwood Edge Gold (29"
Span Rating)
Normal O.C. Spacing = 16 --
-Unless noted otherwise
Scale: 1141' = 1'
JOB COMMENTS
60 -Jim Hollinger
Addition
Rexburg, Idaho
SYMBOL LEGEND
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)