HomeMy WebLinkAboutJOIST - 07-00519 - 289 Polo Dr - New SFRWeb stiffeners
required each
side at E1W
Load from above
2x4 minimum
squash blocks
Use 2x4 minimum squash blocks
CS to transfer load around T7I1
joist
8" diameter maximum hole for
117/" - 20" deep blocking panels;
meter maximum for
panels 91/" deep or
orter than 12" long.
Do not cut flanges.
Trus Joist rim
board
EI E1W Filler block: Attach with ten
10d (3") box nails, clinched.
Use ten 16d (3j/2") box nails
from each side with 3Y'
TJI° joist flange widths. Use
fifteen nails with TTI° joist
depths greater than 16".
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
Backer block: Install
tight to top flange
(tight to bottom flange
with face mount
hangers). Attach with
ten 10d (3") box nails,
clinched when possible.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines - Rim Joist
is
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
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 a joists must be completely installed and properly nailed.
2. Lateral strength, like a braced and wall or an existing deck, must be established at the ends of the bay. This can also ba accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must he nailed to a braced end wall or sheathed area as in note 2 and to each joist Without this
bracing, buckling sideways or rollover is highly probable under light construction leads - like a worker or one layer of unnailed sheathing.
4. Sheathing must be totally adached to each TJI "joist before additional loads can be placed on the system.
5. Ends of cantilever; require safety bracing on both the lop and bottom flanges.
6. The Ranges must remain straight within a tolerance of Y" from true alignment.
NAILING REQUIREMENTS
TJI® Joists at bearings: Two 8d (2112') box nails (1 each side), 1%"
minimum from end.
Blocking panels rim joist or rim board to bearing plate:
TJI0 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.
2%6" thru 2112" widths: Two 16d (3112') 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.
a
A complete TJ-Xpert framinq plan requires the Trus Joist rramer-s rOCKeT t7uicie
See Trus Joist Framer's Pocket Guide for Product Trademark Information
\A3) \C5.
Backer block
JOIST AND BEAM LIST
both sides of
Top Nails
web with single
N2
771:•,pist
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines - Rim Joist
is
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
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 a joists must be completely installed and properly nailed.
2. Lateral strength, like a braced and wall or an existing deck, must be established at the ends of the bay. This can also ba accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must he nailed to a braced end wall or sheathed area as in note 2 and to each joist Without this
bracing, buckling sideways or rollover is highly probable under light construction leads - like a worker or one layer of unnailed sheathing.
4. Sheathing must be totally adached to each TJI "joist before additional loads can be placed on the system.
5. Ends of cantilever; require safety bracing on both the lop and bottom flanges.
6. The Ranges must remain straight within a tolerance of Y" from true alignment.
NAILING REQUIREMENTS
TJI® Joists at bearings: Two 8d (2112') box nails (1 each side), 1%"
minimum from end.
Blocking panels rim joist or rim board to bearing plate:
TJI0 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.
2%6" thru 2112" widths: Two 16d (3112') 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.
a
A complete TJ-Xpert framinq plan requires the Trus Joist rramer-s rOCKeT t7uicie
See Trus Joist Framer's Pocket Guide for Product Trademark Information
\A3) \C5.
CREATED BY
Stock Building Supply
671 So.Yellowstone
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
HANGER LIST -
Simpson Strong -Tie Company, Inc.®
JOIST AND BEAM LIST
plot ID Qty Product Label
Top Nails
Plot ID
Length
Product
Plies Qty
A40
40'
11 7/8" TJI 110 joist
1
1
A32
32'
11 7/8" TJI 110 joist
1
5
A30
30'
11 7/8" TJI 110 ,foist
1
7
A28
28'
11 7/8" TSI 110 joist
1
2
A24
24'
11 7/8" TJI 110 joist
1
15
A18
18'
11 7/8" TJI 110 joist
1
6
A16
16'
11 7/8" TJI 110 joist
1
6
Al2
12'
11 7/8" TJI 110 joist
1
5
A10
10'
11 7/8" TJI 110 joist
1
2
AB
8'
11 7/8" TJI 110 joist
1
I
A6
6'
11 7/8" TTI 110 joist
1
9
A4
4'
11 7/8" TJI 110 joist
1
2
B28
28'
11 7/8" TJI 110 joist
2
2
P1
16'
5 1/4" x 11 7/8" 2.0E Parallam PSL
1
1
ACCESSORIES LIST
Bbl
1
5/8" or 3/4" Backer Blocks
1
24
Fbl
6'
2x6 Filler Blocks
1
1
Rml
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
12
Bkl
1' 2 1/4"
11 7/8" TJI 110 Blocking Panels
1
4
Bk1*
8"
11 7/8" TJI 110 Blocking Panels
1
1
Shl
4' x 8'
23/32" Panels (24" Span Rating)
1
51
Bk*, Random length
blocking panel cuts
Bk, Blocking Panels;
Ron, Rim Board
CREATED BY
Stock Building Supply
671 So.Yellowstone
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
HANGER LIST -
Simpson Strong -Tie Company, Inc.®
plot ID Qty Product Label
Top Nails
Face Nails
Member Nails
Notes
HI 19 ITTI1.88
4-N10
2-N10
2-1,110
H2 9 ITT11.88
4-N10
2-N10
2-N10
(5)
H3 6 ITT11.88
4-N10
2-N10
2-N10
(5x6)
Hanger Notes.
(5) Backer Blocks Required
(6) Filler Blocks Required
LEVEL NOTES
File Name: rex 10 kevin whisperwood abbottspond.JOB
Level Nome: main floor
Plotted: 10/10/2007 13:24
Design Status:
main floor..... 30/10/2007 13:12
roof framing ... 10/10/2007 13:12
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:
U480 Live Load
U240 Total Load
TT -Pro Rating Information:
Weighted Average: 51
Lowest Rating: 42
Highest Rating: 67
Glued & Nailed Decking is Required
Direct Applied Ceiling of 1/2" Gypsum is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"*
'Unless noted otherwise
rout Scale: 3/16" = 1'
CTJAXP�qrto
101,
ej 704Z10 0
U 15 U V 1
OCT I p 1007
CITY OF REXBURG
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-Xpert 6.42 (#693) C6.42 D6.42 S6.42 PI