HomeMy WebLinkAboutJOIST - 05-00168 - 505 Golden Willow Dr - New SFRAIR
LAAM
IMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
Web stiffeners
required each
side at E1W
8" diameter maximum hole for
11I/" - 20" deep blocking panels;
"' 41 -meter maximum for
panels 9Ye" deep or
orter than 12" long.
Do not cut flanges.
Filler block: Attach with ten
10d (3") box nails, clinched.
Use ten 16d (3!Li") box nails
from each side with 3;,j'l
Tn* joist flange widths. Use
fifteen nails with TJI® joist
depths greater, than 16".
Trus Joist rim
board
Backer block; Install
tight to top flange
(tight to bottom flange
with face mount
hangers). Attach with
ten 10d (3") box nails,
clinched when possible.
NAILING REQUIREMENTS
TJI®joists at bearings: Two 8d (V2') box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels rim joist or rim board to bearing plate:
Tile blocking panels or rimioist: 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 joist or closure to TJt® olst:
1314" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
21/o"thru 2112" widths: Two 16d (%") box nails, one each at top and
bottom flange.
3Y2" 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.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hargers • Rim Board
• Strut Lines • Rim Joist
complete TJ -%pert framing plan re
See Trus Joist Framer's Pocket
E1
Rant
I the Trus Joist Framer's Pocket Guide
for Product Trademark Information
El
Backer block
JOIST AND. BEAM LIST
both sides of
web with single
H2
TJI° joist
NAILING REQUIREMENTS
TJI®joists at bearings: Two 8d (V2') box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels rim joist or rim board to bearing plate:
Tile blocking panels or rimioist: 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 joist or closure to TJt® olst:
1314" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
21/o"thru 2112" widths: Two 16d (%") box nails, one each at top and
bottom flange.
3Y2" 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.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hargers • Rim Board
• Strut Lines • Rim Joist
complete TJ -%pert framing plan re
See Trus Joist Framer's Pocket
E1
Rant
I the Trus Joist Framer's Pocket Guide
for Product Trademark Information
El
JOIST AND. BEAM LIST
Plot ID
Length
Nv
Plies
Qty
A
See Layout
11 7/8" TJI 110 joist
1
M1
5'
1 3/4" x 11 7/8" 1.9E Micrgllam LVL
1
1
ACCESSORIES LIST
Bbl
1'
5/8" or 3/4" Backer Blocks
1
6
Rml
38'
11 7/B" TSI 110 joist
1
1
Pct
34'
11 7/8" TJI 110 joist
1
1
Pc3
5' 10.15"
11 7/8" TSI 110 joist
1
1
Rml
16,
A15
1
7
Rml
1' 2.25"
11 7/8" TJI 110 Blockinq Panels
1
18
Bkl"
2' 8"
11 7/8" TJI 110 Blocking Panels
1
1
Bk*, Random length
blockinq panel cuts
Bk, Blocking Panels; Am, Rim Board; Pc, Parallel Closure
Ski
Rml
p
A34
6"
A35
A36
A37
A36
A34
A4a
A3
F,v
A38
Sao
Rml
Rol
i
A21
A19
^81
H2
Rol
Ski
A3
A3
l._VC5�-s (4-y)
CnAxpqrt.
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 3 IUTI1 10-NlO 2-N10 (5)
Hanqer Notes:
(5) Backer Blocks Required
LEVEL NOTES
File Name: 59 -Big HOLizonD42705.JOB
Level Name: Main Floor
Plotted: 5/9/2005 17:05
Design Status:
Main Floor... 5/9/2005 17:04.
NOTE: Level design times indicated above pn
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadinq Is:
40ps£ Live Load and 15 psf Dead Load.
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ-PrO Rating Information!
Weighted Average: 47
Lowest Ratinq: 29
Highest Ratino: 54
Glued & Nailed Deckinq is Required
Direct Applied Ceilinq is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing - 16"`
*Unless noted otherwise
Scale: 1/4" im 1r
JOB COMMENTS
59-Biq Horizon
Rvan Dur£ee
Rexburg ID.
-- CREATED BY
BMC WEST
202 West Main
DO NOT stack building
materials on unsheathed P.O. BOX 188
REXBURG• ID 83440
joists. Stack only over FAX: ( 20 (22088) 356 92
356-3299
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 TJI aJoists must be completely installed and vocsty called.
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bay. This can also he accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of gaits at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as In note 2 and to each 1OtSL without Nis
bracing, buckling sideways or rollover Is highly probable under Itght construction bads - [Ike a worker or one layer of unnaileci sneering.
4. Sheathing must be totally attached to each TJI • joist before additional loads can he placed on the system.
B. Ends of cantilevers require safety bracing on both the top and bottom flanges.
6. The flanges must remain straight within a tolerance of y:" from has alignment.
Durfee
0500168
505 Golden Willow Dr
SYMBOL LEGEND
Point Load
Line Load
Area Load
DBO Been, By Others
ODetail Callout Label
(See Framer's Pocket Guide)
JOIST AND. BEAM LIST
Plot ID
Length
Pro not
Plies
Qty
A
See Layout
11 7/8" TJI 110 joist
1
M1
5'
1 3/4" x 11 7/8" 1.9E Micrgllam LVL
1
1
ACCESSORIES LIST
Bbl
1'
5/8" or 3/4" Backer Blocks
1
6
Pcl
38'
11 7/B" TSI 110 joist
1
1
Pct
34'
11 7/8" TJI 110 joist
1
1
Pc3
5' 10.15"
11 7/8" TSI 110 joist
1
1
Rml
16,
1 1/4" x 11 7/8" 1.3E TSmberStrand LSL
1
7
Ski
1' 2.25"
11 7/8" TJI 110 Blockinq Panels
1
18
Bkl"
2' 8"
11 7/8" TJI 110 Blocking Panels
1
1
Bk*, Random length
blockinq panel cuts
Bk, Blocking Panels; Am, Rim Board; Pc, Parallel Closure
LEVEL NOTES
File Name: 59 -Big HOLizonD42705.JOB
Level Name: Main Floor
Plotted: 5/9/2005 17:05
Design Status:
Main Floor... 5/9/2005 17:04.
NOTE: Level design times indicated above pn
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadinq Is:
40ps£ Live Load and 15 psf Dead Load.
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ-PrO Rating Information!
Weighted Average: 47
Lowest Ratinq: 29
Highest Ratino: 54
Glued & Nailed Deckinq is Required
Direct Applied Ceilinq is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing - 16"`
*Unless noted otherwise
Scale: 1/4" im 1r
JOB COMMENTS
59-Biq Horizon
Rvan Dur£ee
Rexburg ID.
-- CREATED BY
BMC WEST
202 West Main
DO NOT stack building
materials on unsheathed P.O. BOX 188
REXBURG• ID 83440
joists. Stack only over FAX: ( 20 (22088) 356 92
356-3299
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 TJI aJoists must be completely installed and vocsty called.
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bay. This can also he accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of gaits at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as In note 2 and to each 1OtSL without Nis
bracing, buckling sideways or rollover Is highly probable under Itght construction bads - [Ike a worker or one layer of unnaileci sneering.
4. Sheathing must be totally attached to each TJI • joist before additional loads can he placed on the system.
B. Ends of cantilevers require safety bracing on both the top and bottom flanges.
6. The flanges must remain straight within a tolerance of y:" from has alignment.
Durfee
0500168
505 Golden Willow Dr
SYMBOL LEGEND
Point Load
Line Load
Area Load
DBO Been, By Others
ODetail Callout Label
(See Framer's Pocket Guide)