HomeMy WebLinkAboutJOIST - 07-00170 - 772 Yost St - New SFRIMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
A3
NAILING REQUIREMENTS
TJI®jolsts at bearings: Two 8d (2Y2') box nails (1 each side), 1Y"
minimum from end.
Blocking panels, rim joist or rim board to bearing plate:
TWO 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 TJI4DJoist:
17/a" width or less: Two 10d (31 box nails, one each at top and
bottom flange.
Vie" thru 212" widths: Two 16d (3Y2") 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.
Y
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 • Run 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 An blocking, hangers, nm Words and rim joists at the and Support of the TJI ^, joists must be completely installed and properly r Glad.
2. Lateral strength, like a braced and 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 fast of joists at the end of the bay.
3. Safety bracing lines of 1 x4 lmmi num) must as nailed to a braced and wall or sheathed area as In note 2 and to each foist, Without this
bracing, budding sideways or rollover is highly probable unger light construction loads - like a worker or one layer of unnalled sheathing.
4. Sheathing must be totally attached to each TJI "joist before additional loads can be placed on the system.
5. Ends of cantilevers require safety bracing on both me top and bottom flanges.
6. The flanges must remain straight within a tolerance of K" from true alignment.
TJ-Xpert framing plan requires the True Joist Framer's Pc
See Trus Joist Framer's Pocket Glide for Product Trademark information
Tupprt.
HANGER LIST - Simpson Strong -Tie Compa-. .-.-
Plot ID Qty Product Label Top Nails Face Nails Meller Nails Notes
H1 3 IUT412 10-NIO 2 -Nig
H2 7 IUTil 10-NIO 2-N10
Hanger Notes;
LEVEL NOTES
File Name: 45 -Muir Const Spec 2 030207.JOB
Level Name: Main Floor
Plotted: 4/13/2007 10:22
Design: Status:
Main Floor...3/2/2007 09:34
NOTE: Level design times indicated above prov
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 12 par Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 49
Lowest Rating: 42
Highest Rating: 64
Glued a Nailed Decking is Required
Direct Applied Ceiling is Not Rewired
Floor Decking: 7/5", 1" Panels (32" Span Rating)
Normal O.C. Spacing - 16"`
'Unless noted otherwise
Scale: 1/411 im 1'
JOB COtM1ENTS
45 -Muir Const
Spec A2
Rexburg, Idaho
CREATED BY
bmc west rexburq
202 west main at.
rexburq ID 83490
208-71fi-0094
FAN: 205-356-3299
I SYMBOL LEGEND I
O Point Load
Line Load
C-' Area Load
ODetail Collect Label
(See Framer's Pocket Guide)
a
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/5" TJI 110 Joist
1
B
See Layout
11 7/8" TJI 110 ioiat
2
M1
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
M2
4'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
ACCESSORIES LIST
Hall
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
12
Shl
4' x B.
7/B", 1" Panels (32" Span Rating)
1
54
Rm, Aim Board
LEVEL NOTES
File Name: 45 -Muir Const Spec 2 030207.JOB
Level Name: Main Floor
Plotted: 4/13/2007 10:22
Design: Status:
Main Floor...3/2/2007 09:34
NOTE: Level design times indicated above prov
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 12 par Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 49
Lowest Rating: 42
Highest Rating: 64
Glued a Nailed Decking is Required
Direct Applied Ceiling is Not Rewired
Floor Decking: 7/5", 1" Panels (32" Span Rating)
Normal O.C. Spacing - 16"`
'Unless noted otherwise
Scale: 1/411 im 1'
JOB COtM1ENTS
45 -Muir Const
Spec A2
Rexburg, Idaho
CREATED BY
bmc west rexburq
202 west main at.
rexburq ID 83490
208-71fi-0094
FAN: 205-356-3299
I SYMBOL LEGEND I
O Point Load
Line Load
C-' Area Load
ODetail Collect Label
(See Framer's Pocket Guide)
a