HomeMy WebLinkAboutJOIST - 06-00463 - 508 Woodbridge St - New SFRLING REQUIREMENTS
TJI® totals at bearings: Two 8d (2112") box nails (1 each side), 1 Y"
minimum from end.
Blocking panels rim lolst or rim board to tearing 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
led (3Y2") box nails at 12" o.c.
Shear transfer: Connections equivalent to decking nail schedule.
Rim board rim Joist or closure to TJI (111 loist:
13/4" width or less: Two 10d (3") box nalls, one each at top and
bottom flange.
211fe"thru 2412" widths: Two ted PY2") 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.
2x4 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
rA
w
DO NOT allow workers
to walk onloisra
until braced.
RESULT
WARNING
Joists ars unstable until braced laterally
Bracing Includes:
• sbckhlg a Sheathing
• Hargen, s Ron Board
• Strut Lines s Rim Joist
FO/If�r' d
DO NOT stock building
materials on unsheathed
Joists. Stack only over
INJURY MAY 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 avold*d.
I 1. As bbdit, lwgws, ren bowds and mea Idaoo et to w4 wpporb of the TJI Oldham must be compblMY 000talbd wld propedy nailed.
2. Lwersl strength, Ike a braced and w&N or an existing deck. must be Wat fthed at the eros of the pry. This an also be eccomp881hed
by a J mporwy or porni deck (Sheen") finamed to the rot 4 kWt of Idels at the end of the bay.
9. Safety bradng tinea of 1x4 (nommmm) must be naNed to a bread and woo er ehesthed sires as In rob 2 and in each IoM. Whhout the
bracog, bucking sideways or mils is highly probable under Ig of construction beds - like a wonitw or one lays of unrolled sheathbg.
4. Sheathing moat tact totally aheched m each TJI -)Mt bei" eddhbrul Inds an be pooped on the system.
9. Ends of cantiooven require safety bracing on both the tap and bottom Ranges.
S. The fwgea muw Taman straight within a tbow9nce of X' from true wgnmwd.
See Trus Joist Framer's Pocket Guide for Product Trademark Information
aNO ROOF LOAD APPLIED
W
TJAXP rt.
"r )WS
DSEP 19 2506
CITY OF REXBURG
LEVEL NOTES
File Name: 60 -THE DEVELOPEMENT GROUP REXBURG
PROJECT 091406.JOB
Level Name: MAIN FLOOR
Plotted: 9/14/2006 15:39
Design Status:
MAIN FLOOR... 9/14/2006 15:38
NOTE; Level design times indicated above provid
assurance fox proper level stacking.
Design Methodology: ASD
Floor Area Loadinq Is:
40psf Live Load and 15 par Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratina Information:
xelghted Average: 49
Lowest Ratina: 42 !.
Highest Rating: 70
Glued a Nailed Deckinq is Required
Direct Applied Ceilina of 5/8" Gvosum is Rewired)
Floor Decking: 23/32" Panels 124" Span Rating)
Normal O.C. Spacing - 16'-
-Unless noted otherwise
Lavout Scale: 114" s 1'
CREATED BY
bmcweat
202 x main
rexburq, ID 83440
(12081356-9292
FAX: (1208)356-3299
SYMBOL LEGEND
a Note from Operator
Point Load
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)
L Rewired Bearinq Length in inches
p (Adeouate bearing has been provided if
bearing length is not indicated.)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ•Xpert 6.42 (6699) 06.42 D6.42 66.42 P6,42
HANGER
LIST - Simpson Strong -Tie Company, Inc.49
Plot ID
Qty Product Label Top Nails Face Nails Member Nails Notes
H1
26 IUT11
10-NIO 2-N10
H2
1 U14
14-16d 6-N10
Hanger Notes:
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI 110 1019t
1
M1
9'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
M2
5'
1 3/4" x 11 7/8"1.9E Microllam LVL
1
1
M3
17'
1 3/4" x 14" 1.9E Microllam LVL
2
2
ACCESSORIES LIST
Rml
16'
1 1/4" x 11 7/8" 1,3E Timber8trand LSL
1
12
Shl
4' x 8'
23/32n Panels (24" Span Rating)
1
49
Rm, Rim
Board
DSEP 19 2506
CITY OF REXBURG
LEVEL NOTES
File Name: 60 -THE DEVELOPEMENT GROUP REXBURG
PROJECT 091406.JOB
Level Name: MAIN FLOOR
Plotted: 9/14/2006 15:39
Design Status:
MAIN FLOOR... 9/14/2006 15:38
NOTE; Level design times indicated above provid
assurance fox proper level stacking.
Design Methodology: ASD
Floor Area Loadinq Is:
40psf Live Load and 15 par Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratina Information:
xelghted Average: 49
Lowest Ratina: 42 !.
Highest Rating: 70
Glued a Nailed Deckinq is Required
Direct Applied Ceilina of 5/8" Gvosum is Rewired)
Floor Decking: 23/32" Panels 124" Span Rating)
Normal O.C. Spacing - 16'-
-Unless noted otherwise
Lavout Scale: 114" s 1'
CREATED BY
bmcweat
202 x main
rexburq, ID 83440
(12081356-9292
FAX: (1208)356-3299
SYMBOL LEGEND
a Note from Operator
Point Load
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)
L Rewired Bearinq Length in inches
p (Adeouate bearing has been provided if
bearing length is not indicated.)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ•Xpert 6.42 (6699) 06.42 D6.42 66.42 P6,42