HomeMy WebLinkAboutJOIST - 06-00294 - 350 Cul De Sac Dr - AdditionNAILING REQUIREMENTS
TJ10 ioists at bearings: Two 8d (24' =cx rz s 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 too (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 foist or closure to TJI & joist:
1%" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2y6"thru 2%i widths: Two 16d (V2") box nails, one each at top and
bottom flange.
31112" width: Toenail joist to rim joist with one 16d (3") box nail each
side of joist top flange.
20 minimum squash blocks: Two IOd (3") box nails. one each
at top and bottom fiance.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable untl; braced laterally
Bracing Includes:
WARNING NOTES:
DO NOT stack b
materials on unsr,
joists. Stack only c.6'
beams or walls.
Lack of concern for proper bracing during construction can result in serious accklINT -
Under normal conditions if the following guidelines are observed, accidents will be avoidtad
1. All blocking, hangers. rim boards ar,d ran pee a"ad supp" vl:e TJI •pee ^sa ro comPletelY inetellec ane Y.m'y �!
2. Lateral strength. like a brao9d ahO waa a an emery peck, met be eSW*0 d a dY a+es of the bay. This can also pe arm-atsed
by a temporary or perrnaent deck (ateadeg)>aswrw n the he, A bat of us at ere arc of M bay.
3. Safety bracing lines of ' p4 insanaah) met be rakes o a braced ac wall Or n'aaa,ad area as n note 2 and to eac, pec Mevl'ta
bracing, buckling sideways c ma" a h9W probable ,der Ilg" m,6ht'v'' ua - let a .akar or one layer of is'a¢ v,eMV-9;
4. Sheathing must be taavy adaghed to each TJ1 a ideal bafgrs SdCl 10905 g' x g m the system.
5. Ends of cantilever, regwa safety brauq w both the tp and Dos . •a',gas
6. The flanges must Tanen eraigt ~ a t+arare Of Y" f m "s aeg`r
See Trus Joist Framer's Pocket Guide for Product Trademark Information
•NO ROOF LOAD APPLIED
4nTJ•Xpert.
.
WEST
BMC
13 (Jit DING
MATERIALS
NAILING REQUIREMENTS
TJ10 ioists at bearings: Two 8d (24' =cx rz s 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 too (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 foist or closure to TJI & joist:
1%" width or less: Two 10d (3") box nails, one each at top and
bottom flange.
2y6"thru 2%i widths: Two 16d (V2") box nails, one each at top and
bottom flange.
31112" width: Toenail joist to rim joist with one 16d (3") box nail each
side of joist top flange.
20 minimum squash blocks: Two IOd (3") box nails. one each
at top and bottom fiance.
DO NOT allow workers
to walk on joists
until braced.
INJURY MAY RESULT.
WARNING
Joists are unstable untl; braced laterally
Bracing Includes:
WARNING NOTES:
DO NOT stack b
materials on unsr,
joists. Stack only c.6'
beams or walls.
Lack of concern for proper bracing during construction can result in serious accklINT -
Under normal conditions if the following guidelines are observed, accidents will be avoidtad
1. All blocking, hangers. rim boards ar,d ran pee a"ad supp" vl:e TJI •pee ^sa ro comPletelY inetellec ane Y.m'y �!
2. Lateral strength. like a brao9d ahO waa a an emery peck, met be eSW*0 d a dY a+es of the bay. This can also pe arm-atsed
by a temporary or perrnaent deck (ateadeg)>aswrw n the he, A bat of us at ere arc of M bay.
3. Safety bracing lines of ' p4 insanaah) met be rakes o a braced ac wall Or n'aaa,ad area as n note 2 and to eac, pec Mevl'ta
bracing, buckling sideways c ma" a h9W probable ,der Ilg" m,6ht'v'' ua - let a .akar or one layer of is'a¢ v,eMV-9;
4. Sheathing must be taavy adaghed to each TJ1 a ideal bafgrs SdCl 10905 g' x g m the system.
5. Ends of cantilever, regwa safety brauq w both the tp and Dos . •a',gas
6. The flanges must Tanen eraigt ~ a t+arare Of Y" f m "s aeg`r
See Trus Joist Framer's Pocket Guide for Product Trademark Information
•NO ROOF LOAD APPLIED
4nTJ•Xpert.
I LEVEL NOTES I
File Name: 60 -RANDY FDGLE 061206.JOB
Level Name: MAIN FLOOR
Plotted: 6/12/2006 12:35
Design Status:
MAIN FLOOR... 6/12/2006 12:31
NOTE: Level design times indicated above pcovid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratinq Information:
Weighted Average: 49
Lowest Ratinq: 49
Highest Ratinq: 49
Glued d Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gvosum is Required
Floor Decking: 23/32^ Panels (24" Spent Rating)
Normal O.C. Spacing = 16"*
`Unless noted otherwise
Scale: 114" = 11
CREATED BY
bmcwest
202 w main
rexburq, ID 63440
(1208)356-9292
FAX: 11208)356-3299
0600294
350 Cul De Sac -Addition
JOIST AND BEAM LIST
Plat ID
Length
Product
Plies Qty
A
See Layout
11 7/B" TJI 110 joist
1
ACCESSORIES LIST
Rall
Am, Rim
16'
Board
1 1/4" x 11 7/8" 1.3E TimberStrand LSL
1 5
I LEVEL NOTES I
File Name: 60 -RANDY FDGLE 061206.JOB
Level Name: MAIN FLOOR
Plotted: 6/12/2006 12:35
Design Status:
MAIN FLOOR... 6/12/2006 12:31
NOTE: Level design times indicated above pcovid
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/360 Live Load
L/240 Total Load
TJ -Pro Ratinq Information:
Weighted Average: 49
Lowest Ratinq: 49
Highest Ratinq: 49
Glued d Nailed Decking is Required
Direct Applied Ceiling of 5/8" Gvosum is Required
Floor Decking: 23/32^ Panels (24" Spent Rating)
Normal O.C. Spacing = 16"*
`Unless noted otherwise
Scale: 114" = 11
CREATED BY
bmcwest
202 w main
rexburq, ID 63440
(1208)356-9292
FAX: 11208)356-3299
0600294
350 Cul De Sac -Addition