HomeMy WebLinkAboutJOIST - 08-00446 - 544 Woodbridge St - New SFRfrom above
2x4 minimum
squash blocks
OUse 2x4 minimum squash blocks
CS to transfer load around TJI®
joist
Web stiffeners Se diameter maximum hole for
required each lit 20
Side at EIW /8a deep blocking paw'
6" diameter maximum for
blocking panels 9' " deep or
shorter than 12" long.
be not cut flanges.
Filler block: Attach with ten
10d (3") box trails, clinched.
Use ten 16d (3)'2') box nails
from each side with 3)'2"
TJP joist flange widths. Use
fifteen nails with TJI® joist
depths greater than 16".
board
Install
(tight to bottom flange
with face mount
hangers). Attach with
ten 10d (3") box nails,
clinched when possible.
Backer block
both skies of
web with single
TJI* joist
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangars • Rim Stuart
DO NOT allow workers • stat tined • Rim Joist
to walk on joists
until braced.
INJURY MAY RESULT.
A complete TJ-Xpert® framing plan requires the iLevel® Framer's Pocket Guide
See Level® Framer's Pocket Guide for Product Trademark Information
A3 A3 CS
SYSTEM WARNINGS
\[/ Do not splice Parallel Closure less than
V three times the cantilever length from
face of cantilever's support.
3 Skew cut joist ends at all skewed
support locations.
is
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.
I . All blocbng, hangars, ran boards and rim joists al the end supppns df the TJI 6 jo'ets must be mmpletay mefelled and properly nadwi
2. Lateral strength like a braced! end wall or an exhaling deck. must be established at the arks of the bay. This can also he accomplished
by a temporary or permanent deck (standing) fastened to the first 4 feet officiate at the end of Me bay.
3. Sa Sty bredng Imes of txb handl ddr, must be nailed to a braced aM well w sheathed a,ea as In is 2 and to Saul joist. Widout this
br"cng, buckling akeweys or rollover is highly probable under IgM tOpetuMbn bads. IN. a warker or one layer of ter sled sheathing.
4. SMaNilq must be totally anechad to each TJI °I joist before additional Ideas can be placed to the system.
5. Ends of cantilevers ragtime safety bracing on both Me top and Whom fanged.
b. The flanges must remain straight within a utterance of Y' tram true signmaM.
NAILING REQUIREMENTS
TJI®foists at bearings: Two 8d (2Y") box nails (1 each side), 1 Y"
minimum from end.
Blocking panels, rim joist or rim board to (Tearing plate:
Td10 blocking panels or rim joist. 1 Od (3") box nails at 6" o.c.
Trus Joist rim board: Toenail with 10d (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 TJI0 joist:
13/a" width or less: Two 1 Od (3") box nails, one each at top and
bottom flange.
2%5"thru 2%/2" widths: Two 16d (V22") box nails, one each at top and
bottom flange.
3%2" 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.
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
HI 6 IUSI.81/11.88
H2 1 U410
Harger Notes:
(2) Web -Stiffeners Required
(5) Backer Blocks Required
10-NIO (5)
14-10d 6-20d (20)
2
CREATED BY
Stock Building Supply
671 So.Yellowstone
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
LEVEL NOTES
File Name: rex 9 kevin whisperwood hirtle.JOB
Level Name: main floor
Plotted: 9/16/2008 09:38
Design Status:
main floor.. --- 9/16/2008 09:16
roof framing ... 9/16/2008 09:09
NOTE: Level design times indicated above provide
assurance for {proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
11240 Total Load
TJ -Pro Rating Information:
Weighted Average: 41
Lowest Rating: 38
Highest Rating: 67
Glued d Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.L. Spacing = 16"`
*Unless noted otherwise
Scale: 3116" = 1r
LMT pert
SEF' 1 7 20
SYMBOL LEGEND
Point Load
Line Load
Area Load
Detail Callout Label
(See Framer's Pocket Guide)
.� Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
1 of 2
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ -%pert 6.45 (#684( C6.45 11156.45 Pli
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A48
48'
11 7/8" TJI 110 joist
1
5
A46
46'
11 7/8" TJI 110 joist
1
2
A42
42'
11 7/8" TJI 110 joist
1
5
A38
38'
11 7/8" TJI 110 joist
1
I
A36
36'
11 7/8" TJI 110 joist
1
6
A34
34'
11 7/8" TJI 110 joist
1
12
A32
32'
11 7/8" TJI 110 joist
1
4
A24
24'
11 7/8" TJI 110 joist
1
2
A14
14'
11 7/8" TJI 110 joist
1
3
Al2
12'
11 7/8" TJI 110 joist
1
1
A8
8'
11 7/8" TJI 110 joist
1
2
A6
6'
11 7/8" TJI 110 joist
1
5
B6
6'
11 7/8" TJI 110 joist
2
2
MI
56'
1 3/4" x 9 1/2" 1.9E Microllam LVL
3
3
111
16'
1 3/4" x 9 1/2" 1.9E Microllam LVL
2
4
M3
14'
1 3/4" x 9 1/2" 1.9E Microllam LVL
4
4
ACCESSORIES LIST
Bbl
1
5/8" or 3/4" Backer Blocks
1
14
Wb1
6 7/8"
5/8" x 2 5/16" Web Stiffeners
2
4
Rml
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
14
Pct
4' 9 11/16" 11 7/8" TJI 110 joist
1
1
Bkl
1' 2 1/4"
11 7/8" TJI 110 Blocking Panels
1
9
Ski-
6' 7 5/8"
11 7/8" TJI 130 Blocking Panels
1
1
Shl
4' At 8'
23/32" Panels (24" Span Rating)
1
63
Bk*, Random length
blocking panel cuts
I Bk, Blocking Panels:
Rm, Rim Board: Pc, Parallel Closure
2
CREATED BY
Stock Building Supply
671 So.Yellowstone
Rexburg, ID 83440
(208) 356-4626
FAX: (208) 356-4508
LEVEL NOTES
File Name: rex 9 kevin whisperwood hirtle.JOB
Level Name: main floor
Plotted: 9/16/2008 09:38
Design Status:
main floor.. --- 9/16/2008 09:16
roof framing ... 9/16/2008 09:09
NOTE: Level design times indicated above provide
assurance for {proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
11240 Total Load
TJ -Pro Rating Information:
Weighted Average: 41
Lowest Rating: 38
Highest Rating: 67
Glued d Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.L. Spacing = 16"`
*Unless noted otherwise
Scale: 3116" = 1r
LMT pert
SEF' 1 7 20
SYMBOL LEGEND
Point Load
Line Load
Area Load
Detail Callout Label
(See Framer's Pocket Guide)
.� Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length is not indicated.)
1 of 2
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ -%pert 6.45 (#684( C6.45 11156.45 Pli