HomeMy WebLinkAboutJOIST - 05-00022 - 144 Star View Dr - New SFRMANGER LIST - Simpson Strong 'Tie Company, Ince I
Plot ID Qty Product Label Top Nails Face Nails Member Net:
H1 10 MIT 10-NlO 2-N10
Ranger Notes:
BMC
Plot ID
G li 11 0IN G
-WEST___
Al ATERIAL S
MANGER LIST - Simpson Strong 'Tie Company, Ince I
Plot ID Qty Product Label Top Nails Face Nails Member Net:
H1 10 MIT 10-NlO 2-N10
Ranger Notes:
LEVEL NOTES
File Name: 60 -Anthony Nerrill.JOB
Level Name: Main Floor
Plotted: 1/28/2005 12:45
Design Status:
Main Floor ... 1/28/2005 12:36
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
4 Graf Live Load and. 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 51
Lowest Rating: 46
Highest Rating: 55
Glued 6 Nailed Decking is Required
Direct Applied Ceiling of 5/e" Gypsum is Required
Floor Decking: 23/32" Panels (24' Span Rating)
Normal O.C. Spacing - 16—
*Unless noted otherwise
Layout Scale: 1/4" = V
DO NOT allow workers
to walk on joists until
braced.
lt
A complete TJ -%pert framinq plan requires the Trus
,_e fi ., joist Framer's Pocket Guide for Product i
Framer's
Information
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
WARNING NOTES:
Is
DO NOT stack building
materials on unsheathed
joists.
Lack of proper bracing during construction can result in serious accidents. Under
normal conditions if the following guidelines are observed, accidents will be avoided.
1. Install all blocking, hangers, rim boards and nm joists at TJI 0 joist end supports.
2. Establish a permanent deck (sheathing), nailed to the first feet of joists Blithe end of the bay or braced end wall.
3. Safety strut lines of 10 (minimum) must be nailed fee braced end wall or sheathed area.
4. sheathing must be properly nailed to each TJI ®joist before additional loads can be placed on the system.
5. Ends of cantilevers require strut fines on both the top and bottom flanges.
6. TJle joist flanges must remain straight within a tolerance of J¢" from true alignment.
NAILING REQUIREMENTS
TJI4Djoists at bearings: Two 8d (V22") box nails (1 each side), 1Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearing plate:
Tile 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
16d (3Y2") box nails at 12" o.c.
Shear transfer Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI ® -o/ ist:
13Y4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2%6"thru 212" widths: Two 16d (3Y2") 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.
20 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
The layout and the associated materials
list has been prepared based on project
plans and/or information provided to BMC
WEST. I t remains the responsibility of
the builder, architect, desiqner or
other responsible persons to review this
information to assure that it is
appropriate, accurate and complete.
APPROVED BY
DATE :
4n_TJAXPqrt.
e71471 w�A
CREA'T'ED BY
BNC NEST
202 NEST MAIN ST
REXBORG, ID 83440
1208)35b-9292
FAX: (2081356-3299
JOB COMMENTS
L60-Mthanv Merrill
Rexburg TO.
LEVEL COMMENTS
Main Floor
Joist Placement
I SYMBOL LEGEND I
RNote from Operator
Point Load
Line Load
Area Load
0 retail fallout Label
�/ (See Framer's Pocket Guide)
Required Bearing Length in inches
b (Adequate bearing has been provided if
bearing length is not indicated.)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpen 6.35 (11689) 06.35 06.35 S6.35 P6.35
11
JOIST AND REAR LIST
Plot ID
Length
Product
A
M1
See Layout
8'
11 7/8" TJI 110 ioist
1 3/4" x 11 7/8" 1.9E Microllam LVL
ACCESSORIES LIST
Full 16'
Rm2 16'
Sm, Rim Board
1 1/4' x 11 7/6" 1.3E TimberStrand LSL
1 1/4" x it 7/8" 0.8E TJ -Strand Rim Board
LEVEL NOTES
File Name: 60 -Anthony Nerrill.JOB
Level Name: Main Floor
Plotted: 1/28/2005 12:45
Design Status:
Main Floor ... 1/28/2005 12:36
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
4 Graf Live Load and. 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 51
Lowest Rating: 46
Highest Rating: 55
Glued 6 Nailed Decking is Required
Direct Applied Ceiling of 5/e" Gypsum is Required
Floor Decking: 23/32" Panels (24' Span Rating)
Normal O.C. Spacing - 16—
*Unless noted otherwise
Layout Scale: 1/4" = V
DO NOT allow workers
to walk on joists until
braced.
lt
A complete TJ -%pert framinq plan requires the Trus
,_e fi ., joist Framer's Pocket Guide for Product i
Framer's
Information
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
WARNING NOTES:
Is
DO NOT stack building
materials on unsheathed
joists.
Lack of proper bracing during construction can result in serious accidents. Under
normal conditions if the following guidelines are observed, accidents will be avoided.
1. Install all blocking, hangers, rim boards and nm joists at TJI 0 joist end supports.
2. Establish a permanent deck (sheathing), nailed to the first feet of joists Blithe end of the bay or braced end wall.
3. Safety strut lines of 10 (minimum) must be nailed fee braced end wall or sheathed area.
4. sheathing must be properly nailed to each TJI ®joist before additional loads can be placed on the system.
5. Ends of cantilevers require strut fines on both the top and bottom flanges.
6. TJle joist flanges must remain straight within a tolerance of J¢" from true alignment.
NAILING REQUIREMENTS
TJI4Djoists at bearings: Two 8d (V22") box nails (1 each side), 1Y2"
minimum from end.
Blocking panels, rim joist or rim board to bearing plate:
Tile 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
16d (3Y2") box nails at 12" o.c.
Shear transfer Connections equivalent to decking nail schedule
Rim board, rim joist or closure to TJI ® -o/ ist:
13Y4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2%6"thru 212" widths: Two 16d (3Y2") 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.
20 minimum squash blocks: Two 10d (3") box nails, one each
at top and bottom flange.
The layout and the associated materials
list has been prepared based on project
plans and/or information provided to BMC
WEST. I t remains the responsibility of
the builder, architect, desiqner or
other responsible persons to review this
information to assure that it is
appropriate, accurate and complete.
APPROVED BY
DATE :
4n_TJAXPqrt.
e71471 w�A
CREA'T'ED BY
BNC NEST
202 NEST MAIN ST
REXBORG, ID 83440
1208)35b-9292
FAX: (2081356-3299
JOB COMMENTS
L60-Mthanv Merrill
Rexburg TO.
LEVEL COMMENTS
Main Floor
Joist Placement
I SYMBOL LEGEND I
RNote from Operator
Point Load
Line Load
Area Load
0 retail fallout Label
�/ (See Framer's Pocket Guide)
Required Bearing Length in inches
b (Adequate bearing has been provided if
bearing length is not indicated.)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ-Xpen 6.35 (11689) 06.35 06.35 S6.35 P6.35
11