HomeMy WebLinkAbout0769.97pFloor Framing Information (Form No. 581 USF) 5/94
1� x ertt, g
p TYPICAL �?l11~ SYSTEM panel 2x4 min. plywood cox
' J��� - panel "ash biocics p�ood rim TJi rim
• joist ,
try -J
' Bearing ;
C ` plate
s.. a.
Doubt.
one 8d nail r 314e rim
jeach side of T board `
TJI at beating
(typical). Toe -Nail "ta 3/4' COX
Microllam t VL joists. y am rim Microtlam LVL
`J 1 or TimberStrvnd lSL
rim board
A ?_
rd O A4
p See Notes 1 2 3 See Notes 4, 5 See Notes 4, 6 See Notes 1, 7 `,j See Notes 7, 8
btocl my ponels used
Load bearing Blocking Load bearing Closure
A .� for coifier bracing wall from panel wall from 2x4 min. Closure /
when required sh blocs
A 3 above above
��f
1
A4 v
E
tie
B 2 Blocking
'�./ panel
rz 3/4' COX Bearing plate
/ K H) - board rim
board 3 1/T wide minimum Web Stiffigter3
B1 A6 B1 at interior support B2 E OL See Notes 2, 9 See Notes 2 3 See Notes 5, 1 U See Notes 2, 4 Note 2 and Detail K
4' -0' length of 3/4' COX 4' -0' length of 3/4' -DX 6' length of TJi Joist reinforcement 12' length of t2' Ionyth of
reinforcing on one side reinforcing on both sides with filter. Use 4' lengths at 3/4" COX 3/4i COX
az 9 112' and 11 7 /fr depth reinforc" reinforcing
:2 togs- on one aide on both side"
See Warning /
Notes below
to r 2._ -�' + Max. k Max. �1
max. 2' -d' Max.
C3 }' �' Max.
A A6 / Braced end !� E2 E3 E4 ES E6 i
rr 8 See (dotes 2, 4 V See Notes 2. 4 � See Notes 2, 11 O See Notes 2, 4 O See Notes 2, 4
�—
wall. See
At Note 3 below DETAIL E4 DETAIL E5, E6
-��- - LOAD BEARING CANTILEVER DETAILS DETAIL E2, E3
/ A 6 c
' V ( it
See hole charts, In the Residential Products ;o G a A 2 -0 s er-o c +
- Builder's Guide or Specifer's Guide, for allowable a
web holes and required distances from support. �L _ -_ 4'-T Iisx A --A r t B -B �1T C -C
-- 4'-T for Y 1/Y and it 7/e
3/1' X 48r CDX ptyvrood reinforcement tort en4.
C
matching the TJI joist depth, face grain Attach TJ Joist reinforcement 3/4' X ri . COX plywood
Attach with one u horizontal. Attach with 8d nags at 6' o.c., with 3 rows of 10d aegis at 6 o.c- rwifort�ng
bd (�R t7 Reinforcing o" required when r•inforcing both aides, stagger rails to through tiler block and t L See �at4eoch oorr►st.
„ WARNING _ J O V SITE STORAGE see Details El througt, E6. avoid splitting flanges. See Not. 4. flat. 11. j
�-
�F •PROTECT (COVER) JOISTS FROM c� Top mount Backer block, insta(t tight to Bearing plate. Solid block post foods from
JOISTS ARE UNSTABLE EXTENDED EXPOSURE TO SUN AND hanger bottom (longs at face noil hanger Flush plate instil" race of
with above to bearing plate below.
UNTIL BRACED LATERALLY -- WATER. Double wall and beam i
- -�-- tC joist as
required
' - BRACING INCWDES: — - - - -- - H T'pht
- -- - •BLOCKING AND HANGERS �'
- �_/� c4 Filter
•STRUT LINES D -0
-_ -- = I I I t block
Do NOT stack building I I I I { I l i F «e nail Attach fwd web
DO NOT allow workers • SHEATHING materials on unsheathed joists. I I I I cYV mgr e«ker block, lnstalt Mfs� ,,,� 2_�
to walk oil joists until f: Face nail hanger
Stack only over beams or walls. ( tight to top flanges at nails and ellmh.
braced. INJURY MAY- See Note 4 Wow. v tit with web Stiffen tit top mount hangers. tt3 n ii v 1 U" 3_10d ►wRe with I j
RESULT. See Notes 1, 2 m See Notes 12, 15, 18 See Notes 12, 13, 14 See Note 15 l�"J ///J See Note 5 L� ^�) TJV5S .«i's Jdats.
& 3 below.
\ ` C NOTES FOR TYPICAL FLOOR FRAMING DETAILS t .
WARNING NOTES: % 2 1. 1 3/4' minimum et+d bearing is required tot all Residen tai .kmi applications 3 1/2' "nortwm 11. Use 6' length of T 11 Joist fair reinforcement wi :h same k+ngth hoer, except at 9 1/2' and 11 7/8' t
Lack of concern for proper bracing during construction can result III / A_ beat ifig is required when joists are conl,ntsous over interniediale supports. dop4h joists where 4' length of IJl Joist and filler are suNinent Attach TJI kwst reinforcement to t
serious accident ". Under normal conditions If the following guidelines are ` y 2. Blocking panels are made of short pekes of TJI' Joists or Miaollam- tVl that are cut to joist web wdh 3 rows of Tod nails at 6- o.c cinctwA (2 rows with 9 I/r and f I l/8" depth joists).
observed, accidents will be avoided. ' /mss hl between joists At a bearing that is skewed to the joists, blocking panels are intended to be For rnaferial, see char) below
skew cut will, the panel length adjusted to provide full cotitact with the joists 12. Web stiffeners are required for taleral supdxxl of the joist if the sides of the hanger do not extend
\ & 3. IM Jo+sl bI(x*i ++g pat+eli are limited In 2000 PI F of vertical bad transfer to at least the middie of the top flange
\. 4. CDX lot rim board, reu "cifig or closure called out on this plotter tam refers to 314" CDX plywood 13. Fitter blocks: Nail with 10 tOd Waits (3 I/1" 16d masts from each Side fw TJVSS series.bisls).
1. All blocking, hangers and rim 3. Temporary shut lines of 1 x 4 4. Sheathing must be totally _ • USE KEEP ADEQUATE _ or other 3/4' exterior grade APA 48,24 rated sheathing that is cut to (match the full depth of the oisl For materials, tree chaff below
TO KEEP JOISTS ABOVE
joists at the end supports of (nlin) must be nailed to a attached to each joist before 5. Vertical 2x1 (min) squash t+lcxks are cr,l 1I16" longer Than ltie depth of the resist 14. Backer tskxJds Typically etfact+erd with 10 ttJd nails For materials, sae char) t,etd7vir
GROUND D WAY ENO OUT OF 1AW �? 6. 14' CDX Rtm board is hnuted to l000 PL of vetticaf load itanstw. T r
the joists rt)ust be completely braced end wall or sheathed additional {Dads can be placed AND wET£R (EPPROx1rNE1ElY '� ypi Fa11y used br Single story 15. ((anger selection and nailing must be corttpatsWe with the applicatiarl
installed and properly nailed. area as in note 2 and to each on the system. to` oc f , ah{tftcaaons and second story of two story applications
1-- 7. Double 3,14- CDX rim board arid single TJI Rim Joist are hrluted to 2000 PLF vertical load transfef.
2. Lateral strength, like a braced joist Wilhout this bracing, 5. Ends of cantilevers require )yucauy used ar first slay of two story applications
end wall or an existing deck, buckling sideways or roll over sir ut kites on both (tie top and 8. 1 314" Microllarn' t Vt rim board or hloi *ing 4 lirnifed to 5145 PLF vertical kx•M Iransfor. E4 t t 2x6 2x+ 2x' < 112'
must be established at the is highly probably under light bottom flanges. Timberst,and• t Sl- tim board is limited to 3450 PLF kx 1 114- thickness, and 4000 PLF for — 004
ends of the bay. This can also construction toads -- -like a 6. The flanges must remain i ,r2- thickness 1t2 13 T1 its, 20 Ze . IAr _ - 2 -2xs
be accomplished by a temporary worker and one layer of straight within a tolerance of 1 0. Itt accordance will + some tv0ding codes, txacing o+ blocking may he neoded along the first
4' of ar net plywood pryrroad t I
_ ' beani+g walls and at iaasl 4' kw e.- ,)ry 25' ttiereahw 1 his requrfenwnt can be satisfied by using }2 14 s 1!2' a 518' 3,4' 1' net 1 ? -' -s
or permanent deck (sheallong) unnailed shoalhing 1/2 froin the Ime, alignment tilodJof+q panels. contirvuous wall st•ealh,ng. of any method allowed by the code t,ly,,,� plywood ptywaod
nailed to the first 4 feet of joists 10 HkwJuoq patters of veftiial 2x4 (nun) squash tsfcx *s on each sine of the joists should ba used (to -- -- -- — — _ -
( fof 4 tr2- snd it Ile' ttepsts use 2x6's, for t4' and 16' depths use 2xin's '
at the end OI the bay ( l transfer vett+cal kxxf5 Iron t+eartrig waits above lu bearing below) in arkktron to web sUtlururss r rot 9 1r.,, std if 7/8' dn{+Rs use 2x6 s, for 14- aril Ie" depths use 2x8'
wi,en requited •f far sr d bacj�er t+bdc Tenpins stwuid acaxnnrxrite ia+,red r-ANV wrvwut sglr"
• SiORE JOISTS AND BEAMS iN
VERTICAL ORIENTATION. . DO NOT STORE Ft AT T �'
TJI jots( webs may be cut to accept plumbing lines or
ventilation ducts. TJI joist flanges can NOT be cut. E
Alterations to f.1lcrotlarn" lVl. can be done only with T'? sn � r! � �, / � ;
Prior consent i10111 TruS JOIST MacMillan Ertgirfeerirvg
Q' imp mount
O O O O c g I hunger � Wood post With � t-
Face nail column cap
j. ' lr.rnmefs hanger Protect wood in i
— v difect contact with Steel goat t
Kee large holes at center of span r cc t 1 (I t 2 (3 L4
concrete.
n n L� dote 17 18
Keep g i V See Note 18 0 See Nufe 18 �./ See Note 16, 18 See (dote 18 See
Hole charts in live Restde"llial Products titrildef'S Guide or o NOTES FOR Microtiam' LVL or Passhant' PS(- Bearing tfsr+glh W13 niir.i +tuna +equueed aSsurning full wrMh SupF+ort with lt+a Wr+p1h
measured In the rkrection of file span 1
S(rectfler'S Guile iveS ref uifed distance Iran su 1 Kurt �)O NOT cut or notch TJI DO NOT cut, notch or dnN `=' pan, g ' J f I �: 16. tierwJer ,Spec +hc.itty cias+prkArd for S,Mr{+or ling no ttar+g +rig fetid rd +fta.u" LVI and P.erallanl PSi to See S acih++r's rutde lot mutt, !t. fnen+twt r.at1 n For side leaded n,urtrpie men seise
d>a51 flanges. holes in Mlctollam" LVL T p 1
lot a ((Yen SIZe ()f tl()tt? I g are r @cr,+trur +undtut ,tact a✓:uiaWe t ri;tdin a t,Wtu may fns td+ uuad
x J � adrbtiuna g kJ Y q t
of Patallam t SL. 17. Column capli :ua <,Ilen rCiltared to luovikt.k 5,iffi•.,+ont iwannq lot Hie bealn or gudef
this Iz , suppleMont to file Residential Peodiicts Spe6 ief's Guide and/or Buildef • Guide I
f' fr.rltam . gild nt f toot IJt , I X{+rsrt " ar d iuntrd t:itra,+rd .ud itaMiuwil i ul l+ us Ju+St tAarM,p,rn. a farntr•d ;,,iiU+urih +p, Ha .+. ki.sln/ I'rv.t. ++t ern Fite U S A
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