HomeMy WebLinkAboutJOIST - 06-00462 - 1106 Coyote Willow Way - New SFRNAILING REQUIREMENTS
TJI® foists at bearings: Two 8d 02") box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels rim joist or rim board to bearing plate:
TJI® blocking panels or rim joist: 10d (3") box nails at 6" o.c.
Trus Joist rim board: Toenail with 1 Old (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 TJI ®'ol ist:
13/4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2%6" thru 2Y2" 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.
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.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
• Blocking • Sheathing
• Hangers • Rim Board
• Strut Lines • Rim Joist
DO NOT stack building
materials on unsheathed
joists. Stack only over
INJURY MAY RESULT. 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. All blocking, hangers, rim boards and rim joists at the and supports of the TJI s igsts must be Gomplately installed and properly nailed.
2. Lateral strength, like a braced end wall or an existing dark. must be established at the ends of the bay. This can also be accomplished
by a temporary or permanent dock (sheathing) fastened to the first 4 feel of joists at the end of me bay
3. Safely bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as In note 2 and to each joist. Without this
bracing, buckling sideways or rollover is highly probable under light construction toads - like a worker or one layer of unnalled sheathing.
4. Sheathing must be totally aneched to each TJI u, joist before additional loetls can be placed on the system.
5. Enda of cantilevers require safety bracing on both the top and bottom flargas.
6. The flanges must remain straight wehin a tolerance of & from true alignment.
TJ-Xpert framing plan respires the Trus Joist Framer's Pc
See Trus Joist Framer's Pocket (aide for Product Trademark Information
4nTJXpert.
HANGER LIST - Simpson Strong -Tie Company, Inc.@
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 70 IUT11 10-N10 2-N10
Hanger Notes:
LEVEL NOTES
File Name: 60- ANTHONY MERRILL 080906.JOB
Level Name: MAIN FLOOR
Plotted: 8/9/2006 16:13.
Design Status:
MAIN FLOOR... 8/9/2006 15:16
NOTE: Level design times indicated above provid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40paf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/36C Live Load
L/240 Total Load
TJ -Pro Rating information:
Weighted Average: 52
Lowest Rating: 41
Highest Rating: 67
Glued & Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gypsum is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 161
*Unless noted otherwise
Scale: 114" = 1'
CREATED BY
bmcwest
202 w main
rexburq, IO 83440
(1208)356-9292
FAX: (1208)356-3299
SYSTEM WARNINGS
3 Skew cut joist ends at all skewed
support locations.
SYMBOL LEGEND
Note from operator
Point Load
Line Load
Area Load
ODetail Callous Label
(See Framer's Pocket Guide)
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length: is not indicated.)
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ -%pert 6.42 (#693) C6.42 D6.42 36.42 111
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
see Layout
it 7/0" TJI 110 joist
1
M1
33'
1 3/4" x it 7/0" 1.9E Microllam LVL
2
2
M2
14'
1 3/4" x 11 7/8" 1.9E Microllam LVL
2
2
M3
5'
1 3/4" x 11 7/8"1.9E Microllam LVL
1
2
ACCESSOR_ES LIST
Rm1
16'
1 1/4" x 11 7/8"1.3E TimbeiStrand LSL
1
14
Bel
4' x 8'
23/32" Panels (24" Span Rating)
1
68
Rm, Rim
Board
LEVEL NOTES
File Name: 60- ANTHONY MERRILL 080906.JOB
Level Name: MAIN FLOOR
Plotted: 8/9/2006 16:13.
Design Status:
MAIN FLOOR... 8/9/2006 15:16
NOTE: Level design times indicated above provid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40paf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/36C Live Load
L/240 Total Load
TJ -Pro Rating information:
Weighted Average: 52
Lowest Rating: 41
Highest Rating: 67
Glued & Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gypsum is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 161
*Unless noted otherwise
Scale: 114" = 1'
CREATED BY
bmcwest
202 w main
rexburq, IO 83440
(1208)356-9292
FAX: (1208)356-3299
SYSTEM WARNINGS
3 Skew cut joist ends at all skewed
support locations.
SYMBOL LEGEND
Note from operator
Point Load
Line Load
Area Load
ODetail Callous Label
(See Framer's Pocket Guide)
Required Bearing Length in inches
(Adequate bearing has been provided if
bearing length: is not indicated.)
Page 1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ -%pert 6.42 (#693) C6.42 D6.42 36.42 111