HomeMy WebLinkAboutJOIST - 06-00589 - 630 Mill Stream St - New SFRWas
999;91
IMPORTANT
PLEASE READ AND SIGN THE
ATTACHED SHEET BEFORE
TAKING POSSESION OF YOUR
LAYOUT!
READ BY INTIALS
DATE
Trus Joist
rim board
A3
Web stiffeners
required such
Be diameter maximum 110141 for
It?/" - 20• deep bWddrg pons) :
mater maximise for
paneld aor
eros t r *0 awn
Do not cut flartoes.
Trus Joist rim
board
NAILING REQUIREMENTS
TJI® joists at bearings: Two So (2Y2") box nails (1 each side), 1)4"
minlmum from end.
Blocking panels rim Joist or rim board to bearing plata:
TJie blocking panels or rim Joist: 1 Od (3") box nails at 6m O.C.
Trus Joist rim board: Toenail with 1 Od (3") box nails at 6" O.C. or
16d (3X2") box nails at 12" oz.
Shear transfer: Connections equivalent to decking nail schedule.
Rim board rim lolst or closure to TJIa 4-12M
It
e" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2%+B" thru 2Y2' widths: Two 16d (34") box nails, one each at top and
bottom flange.
31/j width: Toenail joist to nm joist with one 10d (3") box nail each
Side of joist top flange.
2x4 minlmum squash blocks: Two iOd (3") box nails, one each
at lop and bottom flange.
WARNING
Joists we unsit" and bead IM41rally
Bracing Includes:
e 41bteW • Shea"
• HWVM a Rkn Gard
e BMLer a wm Jar
IS
DO NOT stack buYd(ng
matarlda on undrs+sfAed
/oxen. Seely only over
INJU r. beam or Wella.
WARNING NOTE'
Lack of concern for proper bracing duA observed,aer sult I ddeeft will us �n
Under normal conditions if the following gulidialtirm we
1. AN WO", nrpra. ran Dora and rm r er axq etpprr d tlr TN • I� narl M oPnpbw/ arYYtl an0 PxaDmb ^•sed.
2. Laren margin, 8ke a orsoea end wr ar an examine deck, mM W eeraearra r er aMa d tin Bary. 7ha gen aro d aNOax:pWlMd
b/■e PM" of permarWe back (000arq)esarxre to er Ayr L mar of Oft r er erd Of M bry.
5. Ser•M' ormxang rued 1 N novas a nwax n named1�rOraoed WwWas btla • IYa a w Ww 0' o e War d unnamed eMrnsrg
4. She . ng ing M Ndaweya or ralwr a man, Prarara on Ne r/am en
�. Snwarp muN ba toxasy aaacrw m earn TJ; • los before addronr Igeda m D. Wed
8 Enda of WONvra raper- uf'*y aeons on on" ata by and ooern RarO•a
d. The earpar mum nwnan More w a ewaraooe if Y." ern sum a ow"
a
�2%
.2
a
S;; Tina Jolet Framer's Pocket ouas for Product Trademark
I•NO ROOF LOADS APPLIED.
Cuaxpert.
HANGER LIST - Simpson Strong -Tie Company, Ina•
Plot ID Gty Product Label Top Nails Face Nails Member Nail@ Notes
H1 7 IUT11 10-NIO 7NIO
Hanger Notes:
LEVEL NOTES
File Name: 60 -The Development Group Stone Bridge
093006.JDB
Level Name: Main Floor
Platted: 9/30/2006 11:18
Desion Status:
Main floor ... 9/30/2006 11:15
NOTE: Level design times indicated above paovidm
assurance for proper level stacking.
Design Nethodology: ASD
Floor Area Loadino Ist
Opel! Live Load and 12 pet Dead Load
Maximum Joist Deflection:
L//BO Live Load
L/210 Total Load
TJ -Pro Ratinq Information:
Neiohted Average: /6
Lowest Rating: 31
Highest Ratinq: 63
Glued i Nailed Deckina in Reoui red
Direct APPlied Ce111nq is Not Reaulred
Floor Decking; 23/32' Structurwood Edge Gold (2/"
Span Rating)
Norsal O.C. Spacing - 16 --
-Unless noted otherwise
oc 19 2006
W.aIai 114" is V
QY
f)
L
7S
O
CD
CD
CREATED BY
Bmc vier
202 Ihet Nain
P.O. BOY 188
REXBURC. ID 83110
8081356-9292
FAX: 1208)356-3299
JOB COMMENTS
60 -The Development Group
The Stone Bridge Lot 20
Rexburg, Idaho
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
sty
A
See Layout
11 7/1' TJ1 110 lout
1
N1
5'
1 3/1• x 11 7/8" 1.9E Microllam LVL
I
1
ACCESSORIES LIST
Rml
16'
1 1/1' x 11 7/8' 1.3E TSmberStrand LSL
1
13
Bkl
1' 2.25'
11 7/8" TJI 110 Blocking Panels
1
32
ski"
2' /"
11 7/8" TJI 110 B1ocklna Panels
1
1
Shl
1' x 8'
23/32' Structurwood Edge Gold (21' Span Rating)
1
50
Bk', Random length
blocklno panel cute
Bk, Blocking Panalsr Rm, Rim Board
LEVEL NOTES
File Name: 60 -The Development Group Stone Bridge
093006.JDB
Level Name: Main Floor
Platted: 9/30/2006 11:18
Desion Status:
Main floor ... 9/30/2006 11:15
NOTE: Level design times indicated above paovidm
assurance for proper level stacking.
Design Nethodology: ASD
Floor Area Loadino Ist
Opel! Live Load and 12 pet Dead Load
Maximum Joist Deflection:
L//BO Live Load
L/210 Total Load
TJ -Pro Ratinq Information:
Neiohted Average: /6
Lowest Rating: 31
Highest Ratinq: 63
Glued i Nailed Deckina in Reoui red
Direct APPlied Ce111nq is Not Reaulred
Floor Decking; 23/32' Structurwood Edge Gold (2/"
Span Rating)
Norsal O.C. Spacing - 16 --
-Unless noted otherwise
oc 19 2006
W.aIai 114" is V
QY
f)
L
7S
O
CD
CD
CREATED BY
Bmc vier
202 Ihet Nain
P.O. BOY 188
REXBURC. ID 83110
8081356-9292
FAX: 1208)356-3299
JOB COMMENTS
60 -The Development Group
The Stone Bridge Lot 20
Rexburg, Idaho