HomeMy WebLinkAbout0127.97.23�r Floor F=raming information (Fofn1 No. 581 USF) 5!94
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f�Ti Xpert. YPI AL �%� ttI �k,n -y 2x4 min. 3/4• CDX
C SYSTEM panel I squash blocks plywood rim TJI rim
4,
C) Ilk, board joist
A bearing
' E plate
one 8d nail o Double -;;
/ each side of c 3/ <� rkzl
TJI at bearing -
(typical). Too -Nail C board t
i.licrollam LVi joists. O plywood °rim Microllom IN1
°� board or T'+mberStrand LSL
E2 M3 A 1 A2 A3 A4 rim board
- - See Notes 1, 2, 3 See Notes 4, 5 O See Notes 4, 6 O See Notes 1 7
O See Notes 7, 8
� Eilocluiq panels used
Load Geannq Blocking Load bearing Closure
t p for corner bra( wall from 2x4 min. / Closure
j when required panel wall from
A. r - — above above uaah blocks
,1 cc
E
O
H2 �� =
�X
82 \\ \ O CU Blockin g
K N 3/4• COX Bearing plate ponel
H 1 ��- ply-wood rim
L3 \ _o bo3 1/?* wide minimum Web Stiffeners
61 a) At) board at interior support 82 E E 1
T3 See Notes 2, 9 See Notes 2, 3 O See Notes 5, 10 O See Notes 2 4 Note 2 and Detail K
LS \ C13 4' -0' length of 3/4• COX 4' -0' length of 3/4' -DX 6' length of TJI Joist reinforcement
/ reinforcing on on one side reinforcing on both sides with filter. Use 4' lengths at 12' leech of 1Y length of
3/4' COX 3/4' CDX
9 1/2' and 11 718' depth reinforcing reinforcing
joists. an one side on both aides
See Warning rm
l Notes below
C
/ 3 r
ICU �' u x. LA
.� � . 2 i t� :its X.
}' Max 2' -C � Max.
j' -- -- - f- � Max.
Braced end In E2 E4
E3 O ES E6
- -- -� wall. see � See .Notes 2_ 4 - See Notes 2, 4 See Notes 2, 11 See Notes 2, 4 O See Notes 2, 4
Al \ Note 3 below
\ L3 LOAD HEARING CANTILEVER DLTAIt S DETAIL E2, E3 DETAIL E4 DETAIL E5, E6
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CU
13. A 8 C
�-. 4.! l
_
See hole charts, in the Resldentiat Pro
ducto c T` _ - -.- -- - _�� AT 2'-0 e r a c S,
Builders Guide or Specifers Guide, for allowable o Alit ►/mi Nmr
web holes and required distances from support - CL 1 _ 4_ -d A =A a' d 8_8 1Y C -C
---- - - - -._ - -- -- 4'-d fa Y 1 /2' and 11 718
3/4' X 48' COX plywood reinforcement ow ovi
c matching the TJI joist depth, face grain Attach TJ Jolt reinforvernod 314' X 12* COX *wood
horizontol. Attach with tad nods at ti o.c., reWorring. Attach with one
i with 3 rows o/ lOd nails ri 6 o.c 8d nail at each cones•
Reinforcing as required — when reinforcing both sides, doggw roils to through filler t){ock and c&nctt
i WARNING JOBSITE STORAGE " See Details >' through L6 avoid
Ir ! ad ug splitting flanges. See Note 4. See Note 4.
cc See Note 11.
PROTECT (COVER) JOISTS FROM ° Top mount Backer block, install tight to Bearing plate. Solid block goat loads from
h. - -_ JOISTS ARE UNSTABLE
/ hanger bottom flange at face nail hanger p above to beorin {ate below.
1 •�' � EXTENDED EXPOSURE TO SUN AND � 9 9 ong r Flush Tate with
UNTIL BRACED LATERALLY WATER. inside face of g p I
c CU Double wall and boom.
foist as
BRACING INCLUDES: 1 ) required
( - - • BLOCKING AND HANGERS - - --
_ /
•STRUT LINES I I I I` 11 1 \ Filler 0_D j Du DO NOT allow workers • SHEATHING NOT stack building I I I I I I I I I p ICU Face nail block I
i
materials on unsheathed joists. I l i ribfreners 1/i�1 2 -dd i
/�� /� � hanger Backcr block, hlsloll- �� f�Y*� orb '
to walk on gists until Stack only over beams or walls. / 1✓ Face nail hanger tight to top flanges at
braced. INJURY MAY See Note 4 below. i with web stiffeners ti mount ho node and tft2
RESULT. See Notes t, 2 / / ®rm tit p hangers. N3 J t< UM 3 -10d r4k with
m See Notes 12, 15, 18 O See Notes 12, 13, 14 T 55 o.rim Jousts. '
8. 3 below. /� 1' See Note 15 � See Note 5 � �/
WARNING NOTES: �/� j 0 NOTES FOR TYPICAL FLOOR FRAMING DETAILS
Lack of concern for proper bracing during construction can result In 1. 1 3 =4- muumum end bearing is fegi,ired lot all Rashdenuai .joist applications 3 112" m+nxnum 11. Use 6' length of TJl Joist lot reinforcement with same length filter, a ■; opt at 9 1t2' and 11 718'
c
J ` beaiing is requited when joists are continuous over interniediale supports depth joists where 4' length of TJI Joist and liner are sufficient Attach TJI Joist re"AwcemeM to
YefiOW accidents. Under normal conditions if the f011owlny fluldsllnes are \ ( , - y� / H 2 Blocking parcels are made of short peces of TJI• Joists or Microllain LVL that are cut to roast web with 3 rows of IOd Wads at 6' o.c clinched (2 rows with 9 112' and 11 I18' depth jotsis). t
observed, accidents will be avoided. fit between joists At a bearing that is skewed 10 tits joists blocking panels are intender to be For malenal, see chart below
skew cart with the panel length adjusted to provide lon contact wi1h the foists. 12. Web stiffeners are required for lateral support of the joist it the sides of the hangw do rk'.)r extend
K 3 1.11 Joist tAw*i ig panels are limited to 2000 Pt f of vertical load transfer
Io ai least the middle of the top Ilange
t. All blocking, hangers and rim 3. Temporary strut lines of 1 x 4 4. Sheathing must be totally ' 4. COX for rim board, 1e,nlarcin or closure caned out a, this ply
y •USE STICKERS ADEQUATE ►-- 9 potter form refers to 314' COX wood 13. Filler blocks Nord with 10 hod Wads (3 112" 1 6 Wads from each side fair TJt155 series Joists) +
TO KEEP J0+57S ABOVE of other 314- exterior grade APA 48;24 rated sheathing trial is cut to inalch the full depth of the ioitt For materials, see chart below !
joists at the end supports of (rain) must be nailed to a attached to each joist before m 5. Vertical 2x4 (man ) squash bia< *s are cut 1 %16' longer u,an the depth of the joist 14. Bac3,er blocks Typically attached with 10 lod nails For mawt�, um art r;
^'
GROUND AH/p OUT OF 14,JfJ i
the joists must be cornpietely braced end wall or sheathed additional loads can be aced = 6 3/4' CDX Rim board is limited to 1000 PLF of vertical load transfer T ll used for sr story 15. Hanger selection and naifirhg must be compatible vrhth Ow application i
i+' AND WATER (APPROXtu4w1ELY 'a YT�a Y single Y
installed and properly nailed. area as in note 2 and to each on the system 10' Oc) applicalions and second story of two story applications
2. lateral strength, like a braced joist. Without thus bracing, 5. Ends of cantilevers require ►- 7. Double 314' CDX rim board acid single TJI Rim Joist are funned to 2000 PLF vertical toad transfer
end wall or an existing deck, buckling sideways or roll over strut lines on both the top and Typically used for first S(Cxy of two story applications
B. 1 14- M,croltanI' j VI rim boaid or blocking is limned to 5145 PL F verticaf load transfer.
E4 11 2x6 2x' 2x' f 1R'
must be established at the is highly probably udder light bottom flanges Tifnw!Stiafnj' I SL rim board is lunnud 10 3450 PLF for 1 1/4- thlcilness, and 4" PLF tar
ends of the bay This can also construction loads -tike a 6. The flanges rltust remain 1 1;2' lhickness F12 13 i78 2x' 2it= . tor- 22x'
be acconlpblstled by a 1en►porary worker and one layer of straight wRhrth a tolerance of 9 tai accordance witn some b,tdding cafes, bf3orig or blocking may be needed along the first 4' of a:; nor Plywood �ywood '
or permanent deck (sheathing) unnailed sheathing. 112" front chi; Irue alignment bearing wail and at least 4 for every 25' lhere,itter 1 his requitement Can t>b satisfied W using H2 14 1!2' or 5J8 3r4' 1• net
Glomming panels, continuous wall sheathing. or any method allowed by the coda 2* a( 5/ plywood plywood
nailed 10 ll le first 4 feet Of j0151S 10. Blocking panels or verdCal ? c4 (rein) squash Gloi#s on edch side of tha jOasts snoatW tNS used (to
-- - - - - - -- — —___ -- L — at If1e end UI the brig 1I ifansId( v"f kcal bads from beanng walls above Iu bearing below) in addition to web stiffeners For 9 112' and 11 718' depths use 2.6's, kx 14' and 16' dePOU use 2.ir)•s
------- - - - --- --" ¢ Foi 9 1R' and 11 7B' depths u:e 2■6s, fur 14' and 16' deems use 2x8'.
when rCguued •truer arxr barkea bkx* lengths stiou4d aux,umm,j,,Ie iwaar4d nailing w+mout ,ph"
• •S TORE JOISTS AND BEAMS tr,
VERTICAL ORIENTATION DO NOT STORE Ft Ai
\ \° t
TJI )ash webs play be cut to accept plurnb+ng lines or a
ventilation ducts- TJI �oist flanges can NOT be cut IN
Alterat+onS to Microllain" LVL can be done only with E / a�
prior Corsenl front Trus Jost MacMillan Engineering.
co .tor t' eZ 'A` tt ,
CL CU
O O o O 1 Top mount
O O c I < ! hanger Face nail' n �. Wood posit rith\ 1 t
j ` colum cup
J i 1 I II ` irirnmer 9 hanger Protect wood in
Koop large holes at center of span
t° 1 direct contact with St«t Pow
i CD l_ 1 t- l_? L3 L4 concrete.
See Note 18 See Note 18 O See Note 16, 18 O See Note 18 O See Note, 17. 18
A
Hole charts uh the Ftesuiu' a+ �l Product; BuAder's (iuidt Or NOTES FOR M+crotiam - LVL or Paiailarn• PSI_ Bearing length is th3 nuninwm raquired assuming lug width support with the Lrr►gt 1
)O NO r cut or i ut( -tj 1.11 DO NOT cut, notch or drill measured m the direction of lire span 1
S))eCifler`S Ciutdd yr�i?5 feyU+rud distance (rote St)hj>[111 tb. Hat�i.rs sp><,c,l,c,Uly dusignt�_t for sulh{furLng u, uun)u,g k4n.rolla.n LVl_ and Parallanh PSL
tuna given size of hate )oisl flanges boles in Mlcrollam" LVI_
air av,fnably.
16. See >p.ecffiitr's Guide for mulliptn rnei+,ber r.ad :rap pa +;dill For sidrs ioaJ.rd nhuN+ple tnes<+tbers• t -
of Parallam PSI 17 Coaunn ca iS a +e ntleo t add4l,,mal nailing or buAI;v9 raay lea required
( equu ed 10 prOVich: S,.tftii;,ent rk3dnnq Ipr t1,N beam w glider -
t.1 t.rull.rni ('arallani , then; j 1a, ;r 11I t) Xlturl ' arKl runtx,r juand atu U,Wurtiark; ut 1ru; J,>,_t Lf.f: l.Hdn a w,ur.,,1 j,.0 1.i•,fship Bo,�u. Lf,,rtu this is a rupplemunt to the )tesidential Products Spec+her's Guide sector Builder's Guide
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