HomeMy WebLinkAboutJOIST - 06-00430 - 171 Birch Ave - AdditionIMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
TRW Joist
rim board
8
from above
20 minimum
squash blocks
OUse 2x4 minimum squash blacks
C$ to transfer load around Tn*
joist
NAILING REQUIREMENTS
TJI® lolsts at bearings: Two 8d (2112') box nails (1 each side), 1 Y2"
minimum from end.
Blocking panels rlm joist or rim board to bearing plate:
TJI® blocking panels or rim joist: 10d (3") box nails at b" O.C.
Trus Joist rim board: Toenail with 1 Old (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 lolst allosure to TJI4D oust:
13/4" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
yd" thru 2112" widths, Two 16d (311") box nails, one each at top and
bottom flange.
3112" 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.
DO NOT allow workers
to walk on Joists
until braced.
WARNING
Joists aro unstable until braced laterally
Bracing Includes:
• Blocking • Shealltlrp
• NJ rtgers • Rim Board
• Strut Linn • Rim Joist
—1 rk
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 AS bbcdrg, hangars, ren boards and rim plata at Me" nVportii of the TJI • pias m be compmtay wwtmiied and oro ,oSo.
2. Let" sbangtn. like a braced and wa8 a an smiling deck. must be satablhhed at the ads of the bay. TMS M aieo be ac.^gm0`4-e
by a temporary, or parmanerd deck alreMhkg) fastened to the Met 4 test 00 018% M the and of the bay.
3. Selly bracing Iles of 10 (mlMmum) must be ris ed to a braced end was orsheathed area as In note 2 and toeach post. 62h ns
bracing, buckling sdeways ormilover is highly probable under light construction bads -like a worker or one layer of unnallec "iii"'
4. Sheathing must be totaey attached to each TJI o lost before additional losde can be paced on the system.
5. Ends of cants"M require sefey b(ackg on both the top and Wdom flenges.
e. The flanges must remain anight within a tolerance of 1¢ Rom true aignmil
A Lv'yr d4 1 � .-per-.. n.,,:.. y n.s ryai. o.+ ..•w al`uia uUasi .: EZaaeP'a Pocket Guide
See T.r;:s Joist Framer's Pocket Guide for Product Trademark information
® TJ"XPart®
4r~aW
RANGER LIST - Simpson Strong -Tie Company, Ina®
Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes
H1 6 IUT11 10-NlO 2-N10
Hanger Notes:
LEVEL NOTES
File Name: 45 -Ryan Nielson Some 081406.JOB
Level Namet Main Floor
Plotted: 8/24/2006 10:27
Design Status:
Main Floor ... 8/24/2006 10:25
Roof......... 8/14/2006 10:00
NOTE: Level design times indicated above provid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadino 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 Averaqe: 48
Lowest Ratinq: 38
Highest Ratinq: 62
Glued 6 Nailed Deckinc is Required
Direct Acolied Ceiling is Not Required
Floor Decking: 23/32" Structurwood Edge Gold (24"
Span Rating)
Normal O.C. Spacing - 16"'
'Unless noted otherwise
Layout Scale: 1/4" in IS
T(1 4t,C
LO
CITY OF REXBURG
�--
JOB COMMENTS
45 -Ryan Nielson
B.o.R
Rexburg, Idaho
SYMBOL LEGEND
Point Load
Line Load
Area Load
ODetail Callout Label
ISee Framer's Pocket Guide)
1 of 2
FOR THE TSI-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ -open 6.42 IN6e3) C6.42 D5.42 s&42 108.42
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Ory
A
M1
See Layout
5'
11 7/8"
1 3/4"
TJI 110 ioist
x 11 7/8" 1.9E Microllam LVL
I
1
1
ACCESSORIES LIST
RMI
Shl
Am, Rim
16,
4'x 8'
Board
11/4-
23/32"
x 11 7/8" 1.3E TSmberStrand LSL
Structurwood Edge Gold (24" Span Rating)
1
1
6
18
LEVEL NOTES
File Name: 45 -Ryan Nielson Some 081406.JOB
Level Namet Main Floor
Plotted: 8/24/2006 10:27
Design Status:
Main Floor ... 8/24/2006 10:25
Roof......... 8/14/2006 10:00
NOTE: Level design times indicated above provid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loadino 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 Averaqe: 48
Lowest Ratinq: 38
Highest Ratinq: 62
Glued 6 Nailed Deckinc is Required
Direct Acolied Ceiling is Not Required
Floor Decking: 23/32" Structurwood Edge Gold (24"
Span Rating)
Normal O.C. Spacing - 16"'
'Unless noted otherwise
Layout Scale: 1/4" in IS
T(1 4t,C
LO
CITY OF REXBURG
�--
JOB COMMENTS
45 -Ryan Nielson
B.o.R
Rexburg, Idaho
SYMBOL LEGEND
Point Load
Line Load
Area Load
ODetail Callout Label
ISee Framer's Pocket Guide)
1 of 2
FOR THE TSI-XPERT WARRANTY
SEE FRAMER'S POCKET GUIDE
TJ -open 6.42 IN6e3) C6.42 D5.42 s&42 108.42