HomeMy WebLinkAboutM003.0F P SUPPLY
INDIANAPOLIS
SYMBOL LEGEND
Bearing Length Requirements
Point Load (Operator Added)
Line Load (Operator Added)
Area Load (Operator Added)
BBO Beam by Others
O Detail Callout Label
(See Framers Pocket Guide)
Non -Load Bearing Wall
Q j Joist Under Wall Above
Weyerhaeuser
"'GOLD:
W hyW eyerhaeuser Edge Gold?
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■ Down Pore-seffdrainingtechnalogy-the only one ofia'kind,nofielddriMngofhoksfor
dramage, better forhard wood floors
Tour h sa rtded fam for unrformthidt nens - consisten tprc ductcreatAg aperfect flat fkor, more
econonnkai, takes costs ou rof the floor
PredseT&G fit - engineered to fit be trer, no need to puff ou t the sledge hammer
WARNING
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Look of parer bracing d'ig C°-h%wli n e- r•ewlt is se�a�s
amiderts_ Obswae the fa§wm4 grrddies_
LN hkdei3. hmga . ria boards and rim joists d theend sgparts of the W19 joists must be aarod* intdled ard props* mied
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aacanpbdred by ot—prrary or pernrmsat deh06.31 fmtenedtatbe first 4 feet ofpist. rtbe erd oftbeboy_
3 S." bm q of lxk (minima) mast be-ied to o braced end wA w -4rmtbed arm (as n note2a and to mdr
joist_WiHrud this br-ig kNHig sidaoys or rog—r is hq* prabebk—ky I¢t m tFuction kads-sri air
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to -& Tire joist hely.. mord kinds rm be &—d-riesptaw_
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h Th. A.3- must ran-srrdgbt -Min Yr from tun: d"r�rrnat_
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TJIs JOIST NAILING REQUIREMENTS at BEARING
TJJR Joist to Scoring Plate
e4' TimberStrand® LSL or
iLcwJ® LI' rim board
One Rd (0113' x 2Y)
mil earn side. Otiiie
mils at an angle at
least ly from end
e/a makimun bearing at
end w4pa•t, 3Y minrimrm
at artermediote agVort
Shear transfer. Carlecdo m e9uhaimt to
floor poml nd&W -A-fide
Vmsh Blocks to TMA Joist
fLood-dobo-1
one I0d (0328' x 3)
mail into each flange
mine demes 02
trim to Tire Joist
JL ' TimberStrmnd®LSL or
K.EwP ILY rim bawd or
tUl wide TJr@ rim joist-.
One Lod (0328' x 3') nail
into each flags
2 % ' - 2 5/, wide TJIw
rim joists One 16d (0.13Y
x 31/2') nail into eadi Hage
e/a minim= bearing
3y' wide TJV rim
joist-. Toenail wrih
10d (0328' x 3)
nails, one each side
3q' wide TTlw
of Tile Joist flags
floor' jarst
3Y wideTJiw
ran Jost
Locate ran board Jaryrt betaken Jolsft_
Tap rrEw
When sheathing fhidcness exceeds'/$",
knm sheaihing tongue at nm board
Plate nal -16d (*") boat
at 16" on -center"
Floor panel nal - 8d (231")
common at 6" on-centee
1Y iLevel— or 13`0"
TimberSthand® LSL rim
board"
Toe nal -10d (3') boat
at CC' an-centee
'-Conventional construction code
minknum for use with A3 only. See
A3 A3.7 A3.2 A3.3 iLevel Framer`s Pocket Guide for
A3.9 --A3.3 installation spec&catiorls.
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
2x4 minimum
squash blocks
B7 B1 ,' Vis'
Web stiffeners
required each side at
B1 Wand B2W
B2 B2W
Load from above
l
2x4 minimum
squash blocks
CS Ike 2x4 minimum squash blocks ft
transferloadaround TJIe joist
Top iange
hanger
Face mount
hanger
H1
Web stiffeners required if
sides of hanger do not
laterally support at least
3/$' of TJ 10 joist top flange
Filer block Attach with ten 10d (3") box
nails, cinched_ Use ten 16d (3V') box
nails from each side with 31,�" TJIO joist Backer block: Instal tight
fangewidths_ Use fifteen naiswith TJI®
joist depths greater than 16"_ to top flange (tight to
boiEorrr flange with face
mount hangers)_ Attach
with ten 10d (3") box
nals, cinched when
possible_
Backer block
both sides of web
with single T.16
joist
Will top Mange hangers, backer bkxk required
only for downward Am& exceeding 250 lbs or for
upkft candifions.