HomeMy WebLinkAboutJOIST - 08-003730 - 331 Jefferson Dr - New SFRA complete TJ-Xpert® framing plan requires the iLevel® Framer's Pocket Guide
See iLevel® Framer's Pocket Guide for Product Trademark Information
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I'TJ'=Xpert
software
A3
A
1
DO NOT walk on foists
until braced.
INJURY M.4Y RESULT.
WARNING
Joists are unstable until braced laterally
Bracing Includes:
+ alockmq + Sheathing • Strut Lines
• Hangers • Rim Board • RIM Joist
DO NOT stack building
materials on unsheathed
foists. Stack only over beams
or walls.
W,4RNIN6 NOTES:
Lack of proper bracing during construction can result in serious
accidents. Observe the following guidelines:
DO NOT walk on foists
that are lying flat.
1. All blocking, hangers, rim boards and rim joists at the end supports of the TJIe joists must be completely installed and properly nailed.
2. Establish a permanent deck (sheathing), nailed to the first 4 feet of joists at the end of the bay or braced end wall.
3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area and to each joist.
4. Sheathing must be properly nailed to each TJIe joist before additional loads can be placed on the system.
5. Ends of cantilevers require safety bracing on both the top and bottom f longer.
6. TJI(Djoist flanges must remain straight within 1/2" from true alignment.
L► Weyerhaeuser, Microllome, Pardlams, Silent Floor®, Timber5trand®, TJI®, Trus Joists and iLevel® are registered
trademarks of Weyerhaeuser. 0 2007 Weyerhaeuser Company. Al rights reserved. Printed in the USA
NAILING REQUIREMENTS
TJI® Joists of bearings: One ed (2Y2") box nail each side.
Drive nails at an angle at least 1Y2" from end.
Blocking panels, rim joist or rim board to bearing plate:
TJI® blocking panels or rim joist: 10d (W) box nails at 6" o.c.
iLevel® rim board: Toenail with 10d (3") box nails at 6" o.c. or
16d (V2") box nails at 12" ox.
Shear transfer: Connections equivalent to decking nail
schedule.
Rim board, rim joist or closure to TJI® oist:
314"width or less.' One 10d (3") box nail into each.
2l/Jd" thru2'/2"widths: One 16d (3%") box nail into each flange.
31/2"width.• One 10d (3") box noils,one each side of TJI® joist
f longe.
2x4 minimum squash blocks: One 10d (3") box nail into each
f lange.
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A38
A34
38'
34'
11 7/8"
it 7/8"
TJI 110 joist
TJI 110 joist
1
1
23
8
ACCESSORIES LIST
Rml
Shl
Rm, Rim
16,
4' x 8'
Board
1 1/4"
23/32"
x 11 7/8" 1.3E TimberStraad LSL
Panels (24" Span Rating)
1
1
11
52
LEVEL NOTES
File Name: ikll whlsperwood belmont 071708.JOB
Level Name: main floor
Plotted: 7/18/2008 16:01
Design Status:
main floor...7/17/2008 17:36
roof.........7/17/2008 17:36
NOTE: Level design times indicated above pr
assurance for proper level stacking.
Design Methodology: BED
Floor Area Loadina Is:
40psf Live Load and 15 pef Dead Load.
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ-Pro Patina Information:
Weiqhted Averaae: 54
Lowest Ratinq: 54
Hiqhest Ratinq: 54
Glued & Nailed Deckinq is Rewired
Direct Applied Ceilinq is Not Rewired
Floor Decking: 23/32" Panels (24" Span Rating)
Normal C.C. Spacing - I6"*
*Unless noted otherwise
Scale:1/4" m 1'
CREATED BY
bmcwcar
202 w main
rexburq, ID 83440
(1208)356-9292
FAX; 11208j 35 E-3299
I SYMBOL LEGEND I
Point Load
Line Load
Area Load
ODetail Callout Label
(See Framer's Pocket Guide)