HomeMy WebLinkAbout0609.97.17Floor Framing Information (Form No. 581 LISF) 5194 ' I
Ti Xpert, • t3lucking 2x4 min. 3/4' COX t ,
_ err TYPICAL J„_ _.�:.. SYSTEM i peel .� b �,� rim joist
Boos utg .,
C plate
one tad rail
each side of � 3/4• r1m 1 A � i
TJI at beortng " board
(typical). Toe - of r
oh 3/�' COX Iftcrollam LVL
Microllom LVL joists. 1 E 1 y Y1NOOd �^ Trnb«Strvnd LSL
d go,
rxn board
See Notes 1, 2, 3 See Notes 4, 5 See Notes 4, 6 See Notes 1. 7 See Notes 7 8
ca
Blocking panels used
1 ood bearing Blocking food bearing lure
for orr,er Dmc ing wail from pone{ won from 2x4 ,rJn• Cloacae
when required above \ above sh blocks
5
AS
' E A4 � •
O H2 l3 'v i
82 CL Blocking
4Y2 3/4' COX Bearing plate pal
K H1 plywood rim 3 1/2' wide minimum Web, �,«
at ° A6 H1 at interior support !32 E EL L3 board See Notes 2, 9 See Notes 2, 3 See Notes 5, 10 See Notes 2, 4 Note 2 turd Detail K
� 4' -Cr length of 3/4' COX 4' -(r length of 3/4• 'OX 6' length of TJI Joist reinforcement If kttyth of 12' length of
LS reinforcing on one side reinforcing on both sides with filler. Use 4' lengths of
3/4' COX 3/4• Cox
9 1 /2r' and 11 718' depth reinforcing rewdorcing
79 �� joists. on one side on both sides
See Warning
Notes below h
O A3 i
M .
A6 } Max. 2' -� 140x. 02
f max.
Braced end E2
wall. E3 E4 ES E6 1
wall. See See Notes 2, 4 See Notes 2, 4 See Notes 2,11 See Notes 2,4 See Notes 2, 4 l
At Note 3 below _ - -- -- I
LOAD HEARING CA14TILEVER DETAILS DETAIL E2. E3 DETAIL E4 DETAIL E5, E6 i
See hole charts. In the Residential Products v - -r �a A 2-o s 2'-o C E
Builder's Guide or Specifer's Guide, for allowable ° Ides trax ta.
i
web holes and required distances from support. 2 4' A -A _!'-+► 8 -8 jtY C -C
4' -ar for 9 1/2' and 11 7/e T
3/4' X 41l Cox plywood reinforcement jam ew
motchktg the TA joist depthh, face groin ro 3/4 X If COx phwood
Attooh TJI JoYt reMoenwtt
horizontal. Attach with ed nods at Ir o.c., reinforcing. Attach with one
Reinforcing as required when reirdordl►y Roth sides, ttoiis to with 3 news of 161A Waif& d 6' o.c. tb nail d each conwr. i
y st'a49e► thmugh fli r block and cMdt. See Note 4.
,
WARNING JOBSiTE STORAGE see Details E1 through E6. ovoid &pkttwtg Aongee. See note 4. 5i. Note ,,
mfr �''�� • PROTECT (COVER) JOISTS FROM Top mount Bucket block, install tight to Bearing plate. Solid block post toads from
' JOISTS ARE UNSTABLE EXTENDED EXPOSURE TO SUN AND v hanger bottom flonge at Tote no! hanger Flush plate with above to bearing plate below. 4
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UNTIL BRACED LATERALLY WATER. inside face of
Double wall and beam
cc joist as
ed
BRACING CLUDES: - _ _ / —�� ( r.quir
IN 1
'� '' \ H Tight
ING
• BLOCK AND HANGERS _ .- � t ;o Filler D—D t j
e STRUT LINES OU NOT stack building V I I I V I I I Face na0 Mock
DO NOT allow workers • SHEATHING I I I I I I I t N, sub }
to walk on joists until tTlalf!llai unsheathed joists. I ( C hangar Backer block, Ms1oM wi i
Stack only over beams or walls. Face nail hanger tight to top flanges at �, � ��
braced. INJURY MAY See NOW 4 below. % with web stiffeners top mount hongers.
RESULT. See Niles 1, 2 m H1 See Notes 12, 15, 18 112 See Notes 12. 13, 14 N3 See Note 15 O See Note 5 A135 3-10d
*a" Jik*L '
t>< 3 below. m t
WARNING NOTES' NOTES FOR TYPICAL FLOOR FRAtrItNG DETAILS
1. 1 14' mniinwm end bearing is iequred br all Resreenh,0 .host applications 3 lt2' mirwnum 11. Ilse 6' length of Tt Joist for reinforcemem with same kttgth finer, except at 9 1/Y' and 11 7/r j
Lack of Concern for tea contraction can r &A In W ell I supports. depth joists whet. C length of 1JI Jost and k9er are suflio" Attach TJI Jost tewttorcerrlent to i •
�of� Octrtt2 ... beaiu is required when rns15 are contuwous over inleimediate
serious accidents. Under normal condhions H On I s era � y 2. Block nets are made of short ekes of TJI• Joists a Mrc;rollam- tVL that are cut b
� m9 Pa Fk joist web with 3 rows of toil Wads at 6' o.c dittctted (2 rows ewllft 9 1/2' and f 1 71111' depth piste).
observed, accidents will be evolded. `3 lit between joists At a bearing that is skewed to file joists, blocking panels are intended to be For material, see chart below.
i ® skew ail with the panel length adjusted to provide lug contact with the joists 12. web softeners are required for talwal support of the joist it the ,tides of Ow hanger do nor extend j
3. i31 Joist blodwig panels are hnuted 1 -t 2000 Pi F of vertical bad oansfet. to at least the middle of the lop flange
4. COX for rim hoard, reudorerng or dusure called old out ffiis planer form refers to 314' CDx plywood 13. Filler blocks. Nail wittl to -10d pads (3 1 I 16d nails from each side iDr TJUSS series Joists►. i {
1. All blodkitlg, hangers and rim 3. Terrlporary strut lines of 1 x 4 4. Sf►eaMlirlg roust be totally • TO KFFP X)IST )ATE or otter 3t4• exteriw grade AF`A 48/24 rated sheatlratq that is cut to match the full depth of sere joist For matenafs, see chart below,
joists at the end supports of (ruin.) must be nailed to a attached to each joist before TO KEEP AND ABOVE is S. Vertical 2x4 min i
I ( ) squash ttfrx ks are ckrt 1116• brtgnr Than the depth Of the gist 11. Backer blocks. Typiowy anacfted with 10 10d nails For matetiak, see chart below.
i:fa(JUr40 ANO OUT OF M110 v
the joists roust be completely traced and wall or sheathed additional bads can be placed AND WATER (APPROXMATELY 6- 14' COX Rim board is limrted to 1000 PLF of vertical load transfer Typically used to swtgoe story 1S. Barger selection and nailing must be compatible with trio applicabon.
installed and properly nailed. area as in note 2 and to each on the system. to, oc i CL applications and second story of two story af>pkations
!-- 7. Douce 314' COX tin board acid single TJI Rim Joist are tinuted to 2000 PLF vertical bad Nansfer.
2. Lateral strength. Woe a braced joist. WiUwul this bracing, S. Ends of cantilevers require I i
typically used for first stay of two story applications. i
5 end wall or an existing deck, buc WV sideways or roll over strut lines on both the and - f '
I. 1 3/4' Microflam" t VL rim board a blocking is Frrtited b 5145 PLF vertical bad transfer. E4 11 2x6 2s 2,i' s 1/?' N;A
must be established at the is highly probably Liflder light bottom flanges. TimbefSirand, t SL rim board is Nmited to 3450 PLF for 1 114' thickness, and 4000 PLF for
ends of the bay. This can also construction loads —like a 6. The flanges must remain 1 :;2' thickness Pt2 13 1 141 fit' ors . trt2' 2-W ;
9. In accordance with some N r-l.iin codes, bract a blocking ma be needed a the first 4' of all be accomplished loll a lefnporary worker and one layer of straight within a tolerance of g bracing u9 r along net pywood
bearuig wails and at least 4' kin every 25' ttereaher INS requirement can be satisfied by using H2 14 1lr or Sla' 314' 1' net
or permanent deck (sheathing) unnailed sheathing. 1/'l.' trap pile True aijgnrTlent. -1 t
blocking panels, eonluwous wall sheathing, or any method allowed by Bte code. 1
nailed 10 pre first 4 Itrel Of jOtSIS 10. Blocking panels o vertical 2x4 (non) squash bkx*s on each side of fife joists should be used (10 pywood
at the acid of the bay transfer vertical bads front beating wails above to beating below) in addition to web sbtkw is ' Fa 9 v2* and it ?Ar aw" v" 2x6' &, for 14' Arid it- dspew uw 2xvrs
t For 9 1 ?' and 11 718' dspets use 296S. for 14' and 1e' desdo uw 2x4'
wt;eti ritquued 'Few end backer block bng is &horrid amormtotUM required nWQ "IN-A sph"
• STORE JOISTS AND BEAMS IN
VERTICAL ORIENTATION • DO NOT STORE Fl AT
Isilt
TJI joist webs may be cut to accept plumbing fines or r.
ventilation ducts. TJI joist flanges can NOT be cut- E
Alterations to Mtcrollain" LVL can be done only with ro
pftor consent from Trus Joist MacMillan Engineering. -3 - •{�` � ,
CL • !f
W \� T op mount
G O r' Ca r\ hanger r Mfood post with
O O J E ) Face Waif column cap
} \ Trimmers hanger Protect wood in i
r - to direct contact with Steel post
Keep large holes at center of span E cis t_ 1 L ?_ concrete. 1
l.3 l.4
(�
Mu See Note 18 See Note 18 O See Note 16, 18 O See Note 18 See Note 17, 18 i
Hole charts in the Residential Products Builder's Guide or ° NOT ES FOR Micfollam - LVL of Parallam• PSL Bearing length is the nuninnun required assuming kA width support with the longt ►
$N @Clfler'S Guide gives required NOT cut of notch TJI DO NOT cut, notch or drill �= measured in the direction of the span required distance Irpn support 16. Hangers sfuec hcnuy designed for sulufuorUng ni h,ukgu,g M civtta.n LVl and F'aiaNain PSL members, !
joist flanges. holes in Microllarn'" LVL tfd See Sfteciher's Guide to multiple mentt>ttt raiWg panwn fa side loaded trwNpb
for a given size of itsle- are re -omrnernlekl and available 1 ,
* or Pafallam PSL. 17. Column caps arei f4len required 10 iuovidv Sulfkaent N-anng br life beam a gilder ackhliwtat nailing tx buMirtg may be requxed
Microll,rrg' Paraliani , Silent Floor . IJI , TJ Xfwrt • at%J fui"tSuand and kadenitarks d Trus Joist Mackman, a knulcid p.uindrghrp, Baru, Idaho
This 13 • supplement to the Residential Products Speclfier'e Guide and/or Butder s Guide
_- 1'un1.0 in Ili9 U S A I
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