HomeMy WebLinkAboutJOIST - 06-00514 - 631 Mill Stream St - New SFRIMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
Trus Joist
rim board
A3
Web stiffeners
required each
6" diameter maximum hole for
20" deep blocking pomels;
6" diameter maximum for
blocking sh rtes an deep or
aborter than 12" berg.
Do not cut flaw,
Trus Joist rim
board
NAILING REQUIREMENTS
TJI® taises at bearinaw. 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: t Od (3") box nails at 6" o.c.
Trus Joist rim board: Toenail with 1 Od (3") box nails at 6" o.c. or
16d (3Y") box nails at 12" o.c.
Shear transfer: Connections equivalent to decking nail schedule.
Rim board, rim Joist or closure to TJI ®Joist:
1314" width or less: Two 1 Od (3") box nails, one each at top and
bottom flange.
211,8"thru 2122" widths: Two 16d (3Y2") box nails, one each at top and
bottom mange.
312" width: Toenail Joist to rim joist with one 10d (3") box nail each
side of Joist top flange.
2x4 minimum squash blocks: Two 1 Old (3") box nails, one each
at top and bottom flange.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAN RESULT
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • sheathing
• Hangers • Rim Boers
• Stmt Line • Rim Joist
DO NOT stack building
materials on unsheathed
joists. Stack only over
b49ame or walla.
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. hargM, nm boards and rkn blab at the end support d the TJI a )oyy must as OonrpWaN Installed and property na led.
2. Lateral al skVitt like a braced and well or an eI1MINp deck, moat be astonished at the ends of the bay. This can 8*0 M accomplished
by a temporary a permaronl deck (sheathkg) lessened to rhe first 4 het of pleb st the end Of RV bay.
3. Safety bracing Innes of tad (minimum) must be roiled to a braced and wall a ehesthed area as In rote 2 end to each blit. Vishi dire
bracing, bunkfig aldev"ya or rollover a highly probable under light rmburibn bade - Ike a worker a one layer of unrolled ed•eusng
4. Sheambq must be totally abxAbd to sub TJI • foist before addMorml beds man be placed on of ayabm.
5. Ends of cantilevers require safety bracing on both the top rhe bottom flanges.
B. The Manges must remain straight within a tolerance of A' from true aepaMnt.
�2;
Cy
TJ-xpert framing plan requites the True
See Trus Joist Framer's Pocket Guide for Product
aN0 ROOF LOADS APPLIED.
Guide
1�
TJAXpert,
J~F`
HANGER LIST - Simpson Strong -Tie Company, Inde
Plot ID Qty Product Label Top Nails Face Nails member Nails Notes
N1 7 IUTll 10-Nlo TN10
Hanger Notes:
JOIST AND BEAM LIST
Plot ID Length Product
Plias
Qty
A See Layout it 7/8" TJI 110 toiet
Mi 5' 1 3/4" x it 1/8" 1.9E microllam LVL
1
1
ACCESSORIES LIST
Rml 16' 11/4k x 11 7/8" 1.3E TimberStrand LSL
1
13
Bkl 1' 2.25" 11 7/8" TJI 110 Blocking Panels
1
32
Bkl" 2' 4" 11 7/8" TJI 110 Blocking Panels
Shl 4' X8 23/32" Structurwood Edge Gold (24" Span Rating)
1
50
Bk', Random length blocking panel cuts
Bk, Blocking Panel at Am, Rim Board
LEVEL NOTES
File Name: 60 -The Development Group Stone Bridge
093006.JOB
Level Name; Main Floor
Plotted: 9/30/2006 11:16
Desitin Status:
Main Floor,,, 9/30/2006 11;15
NOTE: Level design time indicated above provide
MUMPS for proper level stacking.
Design Methodologyl AND
Floor Area Loading Is:
40psf Live Load and 12 psi Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Neiohted Average: 46
Lowest Rating: 31
Highest Rating: 63
Glued a Nailed Decking is Required
DirecFloortDecolied cking: 23/32"ois Not Structurtroodited
Edge Gold (24"
Span Rating)
Normal O.C. Spacing- 16 --
-Unless noted otherwise
Layout Scale: 1/4" Is 1a
vt
LO
OCT 1 R 2C05
Citi' 0 REXBtJPG
JOB COMff.N'1'S
60 -The Develowasnt Group
The Stone Bridge Lot 20
Aexbur9, Ida no