HomeMy WebLinkAboutJOIST PLANS - 07-00557 - 593 E 5th S - New SFRLEVEL NOTES
File Name: rex 8 kevin fillmore canyon view.J06
Level Name: main floor
Plated: 9/6/2007 11:52
Design Status:
main floor. .... 9/4/2007 15:43
roof framing... Not Designed
NOTE: Level design times indicated above provide
assurance for proper level stacking.
Design Methodology: A5D
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
U480 Live Load
U240 Total Load
TJ-Pro Rating Information:
Weighted Average: 39
Lowest Rating: 32
Highest Rating: 64
Glued A Nailed Decking is Required
Direct Applied Ceiling is Not Required
Poured Flooring Overlay is Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 12"-
"Unless noted otherwise
Layout Scale: 3/16" = 1'
NAILING REQUIREMENTS
TJI® Joists at bearings: Two 8d (2Y2") box nails (1 each side), 1Y2"
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 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®joist:
IY4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2Y6" thru 2112" widths: Two 16d (3Y2") box nails, one each at top and
bottom flange.
3Y2" width: Toenail joist to rim joist with one 1 Old (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.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
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 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, nm boards and nth jolsts at the end supports of me TJI " joists must be completely Installed and properly nailed.
2. Lateral strength, like a braced and wall or an existing deck, most be established at the ends of 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 Ix4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this
braning, buckling sideways or rollover Is highly probable under light construction loads - like a worker or one layer of unnailed sheathing.
4. Sheathing must be totally attached to each TJI " joist before additional loads can be placed on the system.
5. Ends of canttlevera require safety bracing on both the top and bottom flanges.
6. The ranges must remain straight warn a tolerance of Y- from true alignment.
Web stiffeners
required each
side at E1W
8" diameter maximum hole for
117/" - 20" deep block'ng panels;
"' "
meter maximum for
1 panels 912" deep or
iorter than 12" long.
Do not cut flanges.
Trus Joist rim
board
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A44
"I
11 7/8" TJI 110 -joist
1
7
A42
42'
11 7/8" TJI 110 joist
1
1
A40
40'
11 7/8" TJI 110 .joist
1
9
A22
22'
11 7/8" TJI 110 joist
1
1
A8
8'
11 7/8" TJI 110 joist
1
8
B44
44'
11 7/8" TJI 110 joist
2
2
B42
42'
11 7/8" TJI 110 joist
2
2
B36
36'
11 7/8" TJI 110 .foist
2
16
B24
24'
11 7/8" TJI 110 joist
2
58
Ml
12'
1 3/4" x 11 7/8" 1-9E Microllom LVL
2
2
ACCESSORIES LIST
Rm1
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1
15
Bkl
1' 2 1/4"
11 7/8" TJI 110 Blocking Panels
1
7
Bkl•
2' 30"
11 7/8" TJI 110 Blocking Panels
1
I
Bk2
8 1/2"
11 7/8" TJI 110 Blocking Panels
1
1
Shl
4' x 8'
23/32" Panels (24" Span Rating)
1
70
Bk", Random length
blocking panel cuts
Bk, Blocking Panels;
Rm, Rim Board
SYMBOL LEGEND
Point Load
Line Load
Area Load
O Detail Collout Label
(See Framer's Pocket Guide)
1 of 1
FOR THE TJ-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
Preliminary Layout
for Review and Approval
TJ-%pert 6.42 (#693) C6.42 06.42 S6.42 P6.42