HomeMy WebLinkAboutJOIST - 06-00492 - 520 Woodbridge St - New SFRLING REQUIREMENTS
TJI®IoIsU at bsarings: 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 dm joist: 1 Od (3") box nails at 6" o.c.
Trus Joist rim board: Toenail with 10d (3'r) box nails at 6" o.c. or
16d (332") box nails at 12" o.c.
Shear transfer. Connections equivalent to decking nail schedule.
Rim board rim olst or closure to TJI® oist:
1 4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
Via"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
aide of joist top flange.
2x4 minimum squash blocks: Two IOd (3") box nails, one each
at top and bottom flange.
ctu5j X �
DO NOT allow workwx
to walk on joists
undl braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• aiwxmg " bheathmg
• Hangers • Ran Board
• Stmt Lkles • Rim Joint
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. Ae btocta . hrlge,e, rtm borer and ,en plab M be and support ofthe TJI a Most moat a ownpWoy pained and properly nsoad.
2. L first Wer9M, lee a braatl and wee or an exbleq dedr, mol be sebbastlad at the ands of the bay. TNS can also be aaarplbhed
by a tmporary or pwma,ent deck (sheahtog) bstrled to the hat 4 feet of ptm st the and d the bay.
1 egety bndng Name of 1x4 (mWnum)'nwt be naMed to a bread rad was or WmwdMd area u M note 2 and to each pier. wftsA Mt
brM'i.' R. buddne ebMaya a IGOVer b h9Ny xvbable under Ilght oJleaILYMIn tongs - lab a Works, or We layer of ,ameeed ah WIQ.
4. eheaMk9 muat be totally assorted to sad) TJI a pint before addlaoral Inde an W placed on die system.
E. Endsof gantleve regtA a safety biach on DOM ton top and bnlenm surges.
S. TheTs9ee must mTato Weight wlMln a bterarla d Yi• hdn true asg,n'erd.
O
A complete TJ-Eport framinq plan requires ti Trus Joist Framer's Pocket Guide
pu Tn,[ ]n1 e4 0.ana"r• enn4-L L.N A.. [-r__�.._� w ., 4 �-[-.u.""
CTJ AX PAr t.
)We
_ evlm�, trITMI
Note from Operator
Point Load
Line Load
Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
I Reouired Hearin Length in inches
LI (Adeouate bearing has been provided if
bearing length 1e not indicated.)
HANGER
LIST - Simpson Strong -Tie Company, Inc.®
Plot ID
qty Product Label Top Nails Face Nails Member Nails Notes
N1
26 IUT11
30 -RIO 2-N10
H2
1 U14
14-16d 6-NIO
Hanger Notes:
JOIST AND BERN LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI 110 joist
1
N1
9'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
N2
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
M3
17
1 3/4" x 14" 1.9E Hicrollam LVL
2
2
ACCESSORIES LIST
SELL
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
12
Shl
4' x 8'
23/32" Panels (24" Span Rating)
1
49
Rm, Rim
Board
_ evlm�, trITMI
Note from Operator
Point Load
Line Load
Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
I Reouired Hearin Length in inches
LI (Adeouate bearing has been provided if
bearing length 1e not indicated.)