HomeMy WebLinkAbout0587.97.14F�OQfi Fi'alTllrlg Inform (Form No. 581 USF) 5/94 i
2x4 min. 3/C COX ' r
SYSTEM j L#ockiog " "A bleu p rim TJI rim
TJ•� r�or • i �•! board 1� TYPICAL
-_ Platting ° r
t
pilots
.c 3/4' rum
Ooard h
eaah� de our r 3/4" CDX lhcmilom LVL ;
Tit d beodn9 pywood rim or TrflberStrond LSL
(typical)- Toe -Noa bbo�arrd rxn board
W e ollam LVL joists. O p A l A2 A3 A4
n See Notes 4 5 See Notes 4, 6 See Notes 1, 7 See Notes 7, 8
o
See Notes 1, 2, 3 V .
O
Dtoclinq pkmeb used t.00d bowing Blocking Load bearing 2x4 min. Closure
Closure
a for coiner bracing wall from panel wop from blocks
`.� wh4*q*,Xd above \ abo"
5 _a
At5 ,, r
t
t ;9
t
O� Blocking :
O H2 L . y 3/4' COX Beainq Plate Web StiNerter>t
O
hI plywood rim 3 1/2r wide matimum
K �.. board d interior support 132 O E1
L3 0_ A6 B 1 See Notes 2 3 See Notes 5, 10 See Notes 2, 4 Note 2 wild 4� K '
81 r.3. See Notes 2, 9 O
of TI Joist reinforcement 12 length of it of
4' -6' length of 3/4" COX 4' -(r length of 3/4' DX 6' 0 3/�
!A
reinforcing on one soda reinforcing on both sides
with fuller. Use 4' lengths d 3/4" C X
9 1 1 4r and 11 711r depth roinforcinl tnrdor s ides
LS a>' joists• an one sine on bosh h s
a `
See Warning o
Notes below Ili p
� � .•t. Y Max. �
•0 Z'- 2' -d' Max.
Max. E3 it toffees. E4
E2 ES See Notes 2. 4 E6 See Notes 2, 4
L1 I O Braced end See Notes 2, 4 O See Notes 2, 11
See Notes 2, 4 O
wall. See DETAIL E4 DETAIL E5, E6
Note 3 below I
At cs LOAD BEARING CANTILEVER DETAILS DETAIL E2. E3 c
Z) A
- = �l tcLJ s r-o C s
— A r tar
See hole charts. In the Residential Products A - s'-d B -8
Builder's Guide or Specter's Guide, for allowable 42"A f A —A 7 4• -0' fers 1/ and 11
web holes and required distances from support. Jolt •air• l j
p reittforcixnent 3 4 X 12r COX plywood
-- ev 3/4' X 4fi COX plywood i
matching the TJI joist dd^ face groin Attach TA .Fall reinforuenwit reWordnq. Attack wo one
W horirontat. Attach wdh ad nails d all o.c., with 3 fees of 10d nails d ` 0-c-
Reinforcing � d each oerrw.
'fl Reinforcing os required when reinta'tMq loth See No 4' nails to fter triode and cnch See Note 4.
JOBSITE STORAGE see Details E1 through E6. �� >+ flanges. t '
WARNING �'
Backer block, install tight to plate. Sand Mock post loads tram }
r' • PROTECT (COVER) JOISTS FROM ° hanger bottom flange at face nail hanger in�s�idee face of
oboes to beorkkq plots below. 1
<< =� EXTENDED EXPOSURE TO SUN AND
JOISTS ARE UNSTABLE WATER. � ,fort one b.am.
UNTa!- ED
ill` f- - �' required
R/1CING tVCWDES: -- —_ � �..� = Filkr
B hI _I /� _
ca
• BLOCKING AND HANGERS I 1 l �' Face nod block Mooch plywood treb t
' I • STRUT LINES DU NOT stack building 1 I 1 1 I I I 1 I I hanger Docker block, Instoll r� wendirs aft aw C.�
DO NOT allow workers • SHEATHING materials on unsheathed joists. I I c Face nail honger tight to top flanges at Use 3-10d defile witlt
anti{ Stack Only over beams or walls. C with web stiNeners N2 top mount hangers. H3 ,j �55 serus dew&
to walk at joists W N 1 O
4 below. See Notes 12. 13, 14 O See Note 15 See Note 5
braced. INJURY
MAY
See fVde See Notes 12, 15, 18 � S
RESt1LT. See Notes t, 2 - m
O
NOTES FOR TYPICAL FLOOR FRAMING DETAILS h fiW e*Coo a19 112' and I 1 716' i
& 3 below. � G 11. use 6' le 1h a T.11 Joist kx reintaCemern vnt same length
t. 1 314' miramum end bearing is required lot an Residential .hoist applications. 3 112' minimum length d fit Joist and finer are wllidMt Attach TJI Joist reirlforce!rnent to i
WARNING NOTES: V bearing is requtred when joists are contunwus over intermetl,als supports. depth joists where t at 1
conatruetlo� can raault M H 2. BlodkNw panels are made of short pieces d TV Joists a bfiadiam- tVL that are cut to fast web with 3 rows of tad nails at 6' o c dindked (2 rows urgtk 9 1R' and 1 t l/t' depth It>wsls). l L
I.aCk Of COnO@rt1 for PFOPK brtl+cktQ \\ at intended 10 be F« materi�d, see cwt betaw. do not etaend
t�r�dltiorls N tits IONOwifn� 9uldeNrtse an \� /�i ht between fasts At a beating that is skewed to ttw joists, brew panels 12_ Web stitleners are requlfed for tatetal suppal d Me joist it aides of ti+. hanger
aariOt/a acGideMa. Under nointnal �\ ��� "s skew cut with the panel "th adjusted to provide fun coruact with the psts-
obNrved, at�Cidalnta tftf111 be avoided• �� e w at least the nkiddle a the tap ills (3 I t
3. Lill Joist biockukg panels are ktaited to ?t11XI Pt f a vertical Barr Nartster 13. Filter blocks: Nail with 10 toot Waits (3 112' 16d nails horn each side b TJtIS6 Series Joistsl.
4. COX fa rim board. teirdotang or ck,sute cabled art on this plotter form refers to 3/4' COX plywood '
T r- x i ode AFA 49124 rased sheathing
that is taut lo match the hill depth of the last F« materials. see cwt below 1 '
• USE'STICKEnS ADEOUA E or other 314 a lei or gr 11. Backer blocks. Typically attached will 10 toil nails Fot matMil". sit chart bNo+tr t i
1. AN bkx*i lg, hangers and rim 3. Temporary strut lines Ot i x 4 4. $tleallttng I11USt be totally TO KEEP JOISTS AWNS S. Vertical 2x4 (mint) squash blhrks are ad 1116" fongef Mart the depth p the jots) must be ,� appYcatton, 1
is of (Alin.) must be nailed to a attached to each joist before GROUND AND OUT OF wee Ls 6.3!4' CDX Ran board is limited to t000 PLF of vertical load aanslet. TYPkcaNY used W'gte slaty 15. tfartgsr seledi«t and nailirtp
joists at the end Suppot �ioWal bads can be placed AND WATER (APPROXIIAMELY i
the j()IStg ntUSl be lXMtpl@I@ly braced end wait Of Sheathed � to' O.0 ► CL applications and second story of two slay applications.
instated end property Waited. area as in note 2 and to each on tit@ SyStem. t� 7. Double 314' CDX fiat board attd single TJI Rim Joist are Wntled to 2000 PLF vertical load Iranster.
S. Ends of cantilevers require iaucany used ton Ittrst story of two stay a4>P"iorw 11 2x6 2tth 2x' . 112' ftood
2. lateral 6ir@flgth, like a braced joist. Wlil WUt IMS bracing. 6. 1 314' Microltam' ! VL rim board a bloc *ing is lirnted to 5145 PLF vol lord transfnf. EL
end wort of an eXjslirtg deck. buCkWV sideways or rofl over strut lines oil both the top and TirnberStfand' t SL rim boatd is limited to 3450 PLF ka 1 114' Milkiness, and 1000 PLF bf 20 • 1W-
t bohomRalr es. 1 't2* t3 1 1�• 2x'
~ i must be established at the � h+gtly ti on load under � � 9. in accordance with some tr ttkling codes. tracing « blocking may be needed along the fins( 4' M an ^s+ P+Y�
ends ol tote bay. This can also construction loads —like a 6. The Ranges must remain equireraom cart be satisfied by usrnp t4 iR• « SW 3/4' 1''nel t {
beatug oats and at least 4' fcx every ?5' Iftereaflef Tttis r plywood p1ywOOd �
be accomplished by a temporary worker and one layer of straight within a tolerance of �itV panels, contnxms wan sheathing. a any method allowed by the code. _
Ot peftWarlenl deck (sheathing) unnaded sheathing. I IT from the tr ue alignment w. Bioctutig panels a vertical 2.4 (nun► squash Mattis on each side d tits joists should be used (tor
' fa 9 M. anC 11 7fi' d•Ver �• 2r4's, oil 11• end Ii' de0ais ills 2tti• s.
nailed 10 the firSl 4 ft3@l Oil joists ( transtef vet local loads iforn beatatg wallss above to beatukg below) in addition /0 web tglMsrws r For a 112' ertd t1 71a' dsr>rr tn• 2n6s. br fe' end 1{'• d nm* j
(� 1 'few end bodes wade long" srauW acaa'rr'°°•k' r'our'° "siiry w.nour svrww k
at the ertd of file bay. l —J w►ten fktquired
• STORE J01STS AND BEAMS IN
VERTICAL ORIENTATION. • DO NOT STORE Ft AT �... •�
t j
TJI joist webs may be cut to accept plumbing lutes of E
i
ventilation ducts. TJI joist flanges can NOT be cut. t 1
Alterations to Microllam- LVL can be done only with =-' •r
prior consent from Trus Joist MacLi tart Engineering.
Top mount • • � wood poet with
0 hanger Face nail cakam c
C Trimmers hanger Protect wood in stow post '
O O O O direct contact with �� t
} tv L4 concrete. lt0 J t
t L 1 L2 L3 See Note 16 18 O See Note 18 See Note l7, 18 1
E See No +e 18 O
See Note 18 1 wrtik iroe length
rut O as tuM width suppor 1
Keep large holes M center d span —
Dealing length is the nunintum requited sumtng
o NOTES FOR lticroliam" LVL or Paratism' PSL nteaskured M the daocla«t of the span j
otter's Guide lof rtltrttiWe urn. F« suds loaded tttluMtplea•
Hole charts m tote Residential Products BUikief's Guide or DO NOT Cut or notch TJI DO NOT Cut, notch or drIN t6. Hangers spectlwalty destgrted lot snpporlutg or h;tr,gu,g MK rpna.n'" LVL and Paranam PSL 18 See Spec rtwrttbw railing t>ert t
t addtlialaf nailing or bulling stay be required i
Specifier's Guide gives required distance hoin suPP01 joist Ganges holes in Miciollain" LVL are recomatethded and available I
for a given size o) hole. or Paiallam PSL. 17. Column caps aty roller ret(t,ited io p v"! sutiK:iertt beating tar the beam a girder ! {t
This Is u suppbr'+•nt to the Resid•410ai Prorh,cts specitlef's Guide srtwof 6ulkNr's Guide ! i
{'ur,t.)ti to oche U.5 A
M+t rop,rm ". r'wf:taant . Silent Floor , TJI . fJ Xpert •and tin bwjlydm a'd MJOettuarks kill Trub Joist Macliitnin. a htntlt"i It.tt tntnshtp, Boisu, kt•tttu I