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See iLevele Framer -9 Pocket Guide for Product Trademark Information
961
121 311 —
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Rml
15'
121 611
Web stiffeners Be diameter maximum hole for
required each 117/" - 20" deep blocking panels;
side at ESW 6" diameter maximum for
blocking panels 9Y" deep or
shorter than 12" long
�a ��] Do not cut flonga,,
Trus Soist rim
board
311 611
Load from above
squash blocks
Use 2x4 minimum squash blocks
CS to transfer load around TJI®
foist
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
equired
each side at BIW
Trus Joist
rim board
as
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LM-T-r-Xpert
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 6 IUT3512 10-N10 2-N10
H2 3 IUT11 10-N10 2-1110
H3 4 MGU3.63 (H1=9.25) 24-SDS1/4 x 2 1/2 16-SDS1/4 x 2 1/2
Hanger Notes:
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
LEVEL NOTES
File Name: PETER TROUTMAN RESIDENCEA.JOB
Level Name: FIRST FLOOR
Plotted: 2/25/2008 17:34
Design Status:
FIRST FLOOR.... 2/20/2008 15:51
SECOND FLOOR ... 2/20/2008 15:38
ROOF........... 2/20/2008 09:39
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 12 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average; 43
Lowest Rating: 30
HigheSt Patina: 56
Glued & Nailed Deckinq is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 1611*
*Unless noted otherwise
Layout Scale: 1/4" m 1'
NAILING REQUIREMENTS
TJI® joists at bearings: Two 8d (V22") box nails (1 each side), 1Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearino plate:
TJI® blocking panels or rim joist: 10d (3") box nails at 6" 1
Trus Joist rim board. Toenail with 10d (3") box nails at 6" 1 or
16d (3Y2") box nails at 12" o.c.
Sheartranster Connections equivalent to decking nail schedule
Rim board, rim foist or closure to TJI®joist:
1%4"width orless: Two 10d (3") box nails, one each at top and
bottom flange.
2%5"thru 2%"widths: Two 16d (V2") box nails, one each at top and
bottom flange.
3%" 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.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
—6
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
Lack of concem 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,hangers, rim boards and rim joists at the end supports of the TJX • joists must be completely Installed and properly helical
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends or the bay. This can also be accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must be naled to a braced and wall or sheathed area as In note 2 and to each joist. Without this
bracing, buckling sideways or rollover is highly probable under light combustion leads - like a worker or one layer of unnailed sheathing.
4. Sheathing must be lately smashed to each TJI •joist before additional loads can be, placed on the system.
5. Ends of cantilevers require safety bracing on both the top and bottom flanges. -
B. The flanges must remain straight within a tolerance of M' from his alignment.
LEVEL COMMENTS
FIRST FLOOR LAYOUT
JOB COMMENTS
VARN PHILBROOK, BUILDER
PETER TROUTMAN RESIDENCE
17 CARRIAGE LANE
YARMOUTHPORT, MA
CREATED BY
Hinckley Home Center
13B Route 137
PO Box 1819
Harwich, MIA 02645
(508)432-8014
FAX: (508)432-5011
I SYMBOL LEGEND I
Point Load
Line Load
CJ Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
bRequired Bearinq 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
TJ-xpert 6.45 (9694) a6.45 D8.45 S8.45 P6.45
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI
110
joist
1
B
See Layout
11 7/8" TJI
230
joist
1
M1
44'
1 3/4" x 9
1/2"
1.9E Microllam LVL
4
4
M2
28'
1 3/4" x 11
7/6"
1,9E Microllam LVL
3
3
M3
28'
1 3/4" x 11
7/8"
1.9E Microllam LVL
2
2
M4
22'
1 3/4" x 11
7/8"
1.9E Microllam LVL
2
2
M5
20'
1 3/4" x 11
7/8"
1,9E Microllam LVL
2
4
M6
19'
1 3/4" x 11
7/8"
1,9E Microllam LVL
2
2
M7
13'
1 3/4" x 11
7/8"
1.9E Microllam LVL
2
2
me
10'
1 3/4" x 11
7/8"
1.9E Microllam LVL
2
2
M9
8'
1 3/4" x 11
7/8"
1.9E Microllam LVL
2
2
M10
7'
1 3/4" x 11
7/8"
1,9E Microllam LVL
2
2
M11
5'
1 3/4" x 11
7/8"
1,9E Microllam LVL
2
2
M12
4'
1 3/4" x 11
7/8"
1,9E Microllam LVL
2
4
ACCESSORIES LIST
Pill
16'
1 1/4" x 11
7/8"
1,3E TimberStrand LSL
1
19
Ski
1' 2.25"
11 7/8" TJI
110
Blockinq Panels
1
9
Ski*
1' 4.5"
11 7/8" TJI
110
Blocking Panels
1
1
Bk2
1' 1.7"
11 7/8" TJI
230
Blockinq Panels
1
7
Bk2*
4' 6.5"
11 7/8" TJI
230
Blocking Panels
1
1
Bk*, Random length blocking panel
cuts
Bk, Blocking Panels;
Rm, Rim Board
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
LEVEL NOTES
File Name: PETER TROUTMAN RESIDENCEA.JOB
Level Name: FIRST FLOOR
Plotted: 2/25/2008 17:34
Design Status:
FIRST FLOOR.... 2/20/2008 15:51
SECOND FLOOR ... 2/20/2008 15:38
ROOF........... 2/20/2008 09:39
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 12 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average; 43
Lowest Rating: 30
HigheSt Patina: 56
Glued & Nailed Deckinq is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 1611*
*Unless noted otherwise
Layout Scale: 1/4" m 1'
NAILING REQUIREMENTS
TJI® joists at bearings: Two 8d (V22") box nails (1 each side), 1Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearino plate:
TJI® blocking panels or rim joist: 10d (3") box nails at 6" 1
Trus Joist rim board. Toenail with 10d (3") box nails at 6" 1 or
16d (3Y2") box nails at 12" o.c.
Sheartranster Connections equivalent to decking nail schedule
Rim board, rim foist or closure to TJI®joist:
1%4"width orless: Two 10d (3") box nails, one each at top and
bottom flange.
2%5"thru 2%"widths: Two 16d (V2") box nails, one each at top and
bottom flange.
3%" 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.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
—6
DO NOT stack building
materials on unsheathed
joists. Stack only over
beams or walls.
WARNING NOTES:
Lack of concem 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,hangers, rim boards and rim joists at the end supports of the TJX • joists must be completely Installed and properly helical
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends or the bay. This can also be accomplished
by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing lines of 1x4 (minimum) must be naled to a braced and wall or sheathed area as In note 2 and to each joist. Without this
bracing, buckling sideways or rollover is highly probable under light combustion leads - like a worker or one layer of unnailed sheathing.
4. Sheathing must be lately smashed to each TJI •joist before additional loads can be, placed on the system.
5. Ends of cantilevers require safety bracing on both the top and bottom flanges. -
B. The flanges must remain straight within a tolerance of M' from his alignment.
LEVEL COMMENTS
FIRST FLOOR LAYOUT
JOB COMMENTS
VARN PHILBROOK, BUILDER
PETER TROUTMAN RESIDENCE
17 CARRIAGE LANE
YARMOUTHPORT, MA
CREATED BY
Hinckley Home Center
13B Route 137
PO Box 1819
Harwich, MIA 02645
(508)432-8014
FAX: (508)432-5011
I SYMBOL LEGEND I
Point Load
Line Load
CJ Area Load
O Detail Callout Label
(See Framer's Pocket Guide)
bRequired Bearinq 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
TJ-xpert 6.45 (9694) a6.45 D8.45 S8.45 P6.45