HomeMy WebLinkAboutJOIST - 07-00558 - 679 Mill Stream St - New SFRFiller block: Attach with ten
10d (3") box tails, clinched.
Use ten 16d (31 j) box nails
from each side with 3Lza
TJI* joist flange widths. Use
fifteen nails with TTI* joist
depths greater than 16".
Backer block; Install
tight to -4f lange
(tight to bottom flange
with face mount
hangers). Attach with
ten 10d (3") box nails,
clinched when possible.
-Backer block
both sides of A3
web with single
TJI* joist
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Beed
DO NOT allow workers - sNtniL nes • Rim Joist DO NOT stack building
to walk on joists materials on unsheathed
until braced. joists. Stack only over
INJURY MAY RESULT. 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
t. All blocking, hangers, rim boaWs and rim imsts at the enol supports of the TJI r pus must be compietety atsfalled and Ivopvly ha sal
2. Lateral siredgth, hke a braced and wall van existing deck, must be established at the ends dthe bay. This can also be accomplishes
by a temporary a permanent tlech (sneaNing) fastened to ate rust 4 feet of josh at me antl of dw bay.
3. safety bines g lines of 1x4 (minimum) must be nailed to a crated and wall "sheathed area as in note 2 and to each Joist Wdbout this
bra". buckling stesounya or rollover is highly patients order light condmoton bads - the a worker or we layer of unneikd sheathing.
4. Sheathing must he totally attached to each TJI c joist before shummonal diads ran be placed an the system.
5. Ends of caulilevem requite safety bracing on With the tied and bottom flanges.
6. The manges must remain sMughl willVn a tolerance of J$' fiat Vine alignment.
NAILING REQUIREMENTS
TJI-' foists at clearings. I 1-ech side), 1Y"
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 (3Y22") box nails at 12" o.c.
Sheartransfer. Connections equivalent to decking nail schedule
Rim board rim joist or closure to TJI @ joist:
1%" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
256" thru 2Yr" widths: Two 16d (3Y2") box nails, one each at top and
bottom flange.
3%" 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.
A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide
See Trus Joist Framer's Pocket Guide for Product Trademark Information
A3
N
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
HANGER LIST - Simpson Strong -Tie Company, Inc V
I Plot ID Qty Product label
Top Nails
JOIST AND BEAM LIST
Member Nails
Notes
Plot ID
Length
Product
Plies
QtY
A36
36'
11 7/8" TJI 110 joist
1
11
A34
34'
11 7/8' TJI 110 joist
1
8
A30
30'
11 7/8' TJI 110 joist
1
7
A22
22'
11 7/8" TJI 110 joist
1
11
A18
18'
11 7/8" TJI 110 joist
1
3
Al2
12'
11 7/8" TJI 110 joist
1
14
A10
30'
11 7/8" TJI 110 joist
I
I
A6
6'
11 7/8" TJI 110 joist
I
I
A4
4'
11 7/8' TJI 110 joist
1
1
B18
18'
11 7/8" TJI 110 joist
2
4
MI
16'
1 3/4' x 11 7/8" 1.9E Microllam LVL
3
3
ACCESSORIES LIST
Bbl
1
5/8" or 3/4" Backer Bloi
1
8
F61
4'
2x6 Filler Blocks
1
1
Rat
16'
1 1/4" x 11 7/8" 1.3E Timber5trand LSL
1
14
5h1
4' x 8'
23/32" Panels (24" Spon Rating)
1
59
Rn, Rim
Board
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
HANGER LIST - Simpson Strong -Tie Company, Inc V
I Plot ID Qty Product label
Top Nails
Face Nails
Member Nails
Notes
H1 3 ITT11.88
4-N10
2-N10
2-N30
(5)
H2 23 ITT31.88
4-N10
2-N10
2-N10
H3 2 =11.88
4-N10
2-N10
2-N10
(5)(6)
Hanger Notes:
(5) Backer Blocks Required
I
(6) Filler Backs Required
A
I
A3
LEVEL NOTES
dove robinson mitrhs house.J08
ueveh mine: main floor
Plotted: 10/26/2007 12:58
Design Status:
main floor..... 10/26/2007 12:47
roof framing... Not Designed
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: A50
Floor Area Loading Is:
40psf Live Load and 12 psf Dead Load
Moximium Joist Deflection:
U480 Live Load
U240 Total Load
TJ -Pro Rating Information:
Weighted Average: 49
Lowest Rating: 38
Highest Rating: 75
Glued $ Nailed Decking is Reguired
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
Layout Scale: 3/16" = 1'
SYMBOL LEGEND
■ Note from Operator
Point Load
Line Load
Area Load
Detail Collout Label
(See Framer's Pocket Guide)
?nTJXpert�
14,;F_i 03�0 0 Ve 0 � tc
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ.Xpert 6.421#693) C6.42 136.42 56.42 P6.42
Rail
Al2
i
I
II
H2
H2
I
A
I
A36
I
I
MRW
Rml
A3
LEVEL NOTES
dove robinson mitrhs house.J08
ueveh mine: main floor
Plotted: 10/26/2007 12:58
Design Status:
main floor..... 10/26/2007 12:47
roof framing... Not Designed
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: A50
Floor Area Loading Is:
40psf Live Load and 12 psf Dead Load
Moximium Joist Deflection:
U480 Live Load
U240 Total Load
TJ -Pro Rating Information:
Weighted Average: 49
Lowest Rating: 38
Highest Rating: 75
Glued $ Nailed Decking is Reguired
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
Layout Scale: 3/16" = 1'
SYMBOL LEGEND
■ Note from Operator
Point Load
Line Load
Area Load
Detail Collout Label
(See Framer's Pocket Guide)
?nTJXpert�
14,;F_i 03�0 0 Ve 0 � tc
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ.Xpert 6.421#693) C6.42 136.42 56.42 P6.42