HomeMy WebLinkAboutTRUSSES LAYOUT 2 - 06-00475 - 495 Woodbridge St - New SFRMile M?L:
IMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
Trus Joist
rim board
8
NAILING REQUIREMENTS
TJI® ►oists at bearings: Two 8d (2Y2") 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 foist or closure to TJI® oast:
1�'/a" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2%6" thru 2Y2" widths: Two 16d (3Y") 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.
WARNING
w
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
NOT allow workers
IS Strut Lines • Rim Joist
to walk on Joists
until braced.
URY MAY RESUL T
complete TJ-%pert framing plan requires the True Joist Framer's Pocket
See Trus Joist Framer's Pocket Guide for Product Trademark information
MNO ROOF LOADS APPLIED.
Rml
A3
I
1
A17 AA
A45
A48
)fin&
91 Rml MA1
JW u .---
rl
Hl A3 Hl
A3
AS
Rml 12-
4'
_. _...
A4
l
A3 -
A22
A18
2.
Rol
A3
Rml
C DIX rt.
1 0"'s, )We
HANGER LIST - Simpson Strong -Tie Company, Inc.0
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 30 IUT11 10-Nio 2-N'rD
Hanger Notes:
JOIST AND BEAN. LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI 110 foist
M1
17'
1 3/4" x 11 7/8" 1.9E Microllam LVL
3
3
M2
4'
1 3/4" x 11 7/8" 1. RE Microllam LVL
1
1
ACCESSORIES LIST
Rml
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSE
1
13
Sill
4' x 8'
23/32" Structurwood Edge Gold (24" Span Rating)
1
48
Rm, Rim
Board
LEVEL NOTES
File Name: 59-Merrill Const Floor Layout 091806.
Level Name: Main Floor
Plotted: 9/18/2006 13:32
Design Status:
Main Floor...9/18/2006 13:22
NOTE: Level design times indicated above prov
assurance for proper level stacking.
Design Methodology: ASO
Floor Area Loading Is:
40psf Live Load and 12 ps£ Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ-Pro Rating Information
Weighted Average: 46
Lowest Rating: 37
Highest Rating; 65
Glued 6 Nailed Deckino is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Structurwogd Edge Gold (24"
Span Rating)
Normal O.C. Spacing
*Unless noted otherwise
Scale: 1/4" = 1'
JOB COMMENTS
59-Merrill Const
Floor Layout
CR'nATED BY
HMC WEST
202 West Maln
P. 0, BOX 188
REXBURG. ID8344G
DO NOT stack building FAx 20i2)oe5)ies 3299
materials on unsheathed
Joists. Stack only over SYMBOL LEGEND
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. Al blocking, hangers, rim boards and rim joists at the end supports of the TA • iou is must be completely insisted and properly nailed.
2. Lateral strength, like a braced end wall or an exist ng 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 joists at the and of the bay.
3. Safety bracing Imes of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this
bracing, buckling sideways or roNover Is highly probable under light construction toads - like a worker or one layer of unnelled sheathing.
4. Sheathing must be totally attached to each TJI Or joist before additional loads can be placed on the system.
S. Ends of cantilevers require safety bracing on both the top and bottom flanges.
8. The flanges must remain straight within a tolerance of Y" from true alignment.