HomeMy WebLinkAbout1410.97.17F]
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Floor FCaining Information (Form No. 581 USF) 5/94
tAn_rogam f'A(aliam . ;dual 1 lu: w 1 11 11 Xp.,(1' atnJ f91111,1 1r•Uld .tgv p•Idwrl.trI•i 4A Ihts JOrs1 MaCkAllan. a Ynwlwl l>:4111wfistlip. 110isu. 61.Ihu
9. fn accordarue wtlh some Wilding codes. bracing or blocking may be neeoea a" 1ne mr , u, se
bearing walk aiut at Waist 4' ktr every ?5' thereafter ithis r'equirenlent can be satisfied by ustnQ
tAocking panels, contirxrous wall sheattlirg. or any metlhod allowed by the code.
10. Blockmg panels or vertical 2■4 (nitn) squash blocks on each side of the joists shored be ised (10
transfer vertical walls hom beating walls above to bearing below) in addition to web stitfeners
Tlrls 'o r PuppIdso, , to the 11.ZWennat Prrxftn tt SpeclNr.r•e Guide an(Vor f3ulAer's Guide
I'mil-ol in 10o LI ci A
14• cox !
ewood rim TJf rim t
►ord
N7bW
3/el
Micro�alaEt LVL
ar Tlrrtbsw5bV d 19C '
tm b" d
Votes 4, 6 A4 See Notes 1, 7 O Sea Notes 7, 8
Ix rrhin. Closure pas
blocks
81oc•Ainq
ptxhel a
eb Slitlbners
otes 5, 10 See Notes 2; 4 E1 We 2 Oftft D" K
reinforcement If length of 1T of
glhs of 314' cox 3/t WX
depth reinforc" rew"ek q
on one aide on blithe tildes
t .
5 } ss tt
2'-0'
Max. ibx
y Max.
o es 2 11 ES See Notes 2, 4 E6 Sea Notes 2, 4
t t.
DETAIL E4 DETAIL E5, E6 ?
e— c
))4
1 r
s r-o C t
8 -8 1 rr«t C— C
4'-•+r for 9 1/2' arW 11 7/e y
J" Only 3/r X it Coot OYMO r W f
Attach TA Jt11et reinforcernertt Attach tt M one
with 3 rover► of 10d ootV at it e.a 'cod►
throkrgt► f1lar Node and cM►e*L Sea Mfote 4. i i.
See !late 11.
earirlq plate. Solid block post loads from #,
lush plate with above to beorinq plate below.
1
.tide /ace of ) ,
ail and boom_ p'
Tom
D -D `.
Attedh plywood wob }
. Muwn tt1ft 2-4M �
nab and C&%dL
Use 3 -10d flak wM ,
ee Note 15 See Note 5 K TJ�SS "'�" MIA&
f
11. use 6• length of FJ1 Joist for reinforcernerit with same length filler. excepq of 9 112' and. 11 7J9
depth joists where 4' Isnpth of 1Jt Joist and UBer are suf iciest. Attach Tit Joist reinftxcenhenf to '
joist web with 3 rows of f0d nails a16' o.c. clinched (2 rows with 9 t Q' and It M Dept► joists). �•
For material, see chart below.
12. Web stiffeners are required for lateral support of the joist if the aides of the hrinper ft." exlerni
to at least the middle of the top flange. i>r
13. Filler blocks: Nail with 10-10d nails (3 112' 16d waits from each side kin TJM setiea•Joists). k.
For materials, see chart below.` '
14. Backer blocks: Typically attached with 10 -10d na4s For materials. see char. tolow
IS. Hanger selection and ns&v must be compatible with eha appiicMki n.
III F41 2x6 2x' 2x' 4 tr2' L4`A 3 1 //tf' 2x' 2x' ♦ t!2' 2.2x4 WyWood 4 1r2' or !s/8' 3/4' i' nee
plywood _iXYaood flyw�od
' For 9 V?• and 11 7R' dlpets use 2r6's• for 14' and 16' oepr+s V" 2*I00.
: For 9 112• and it 7/6• depr+s use 2%6&. for 14' and 16' depeu too 2ea'.
'Ft11er and weer ttlo& terkpets should —iodate isasl -sad nMny rrtetat/ et4alr.1 'r
• ; F -
Wood poa�
ace nail , ; ry•
an ef Protect wood in Column COQ 1 *_
g CL4) dirtxt contod with
SLoe:
concrete. t'S j
Vote 16, 18 J See Note 18 See Note
,f.
1,� ;ii- amlunr, required assumiog kill width SL44XXl Matt: Uld ta.,*m 4
Beating Length i5 t
least red in it 19 rt,+a ;f +•>n. of the span
16- See Sp Cif, Ws C;utA.. kin rnt:itloo nwntber r.aduhg pattern For s,elt, Wadksd rrhuMw%e �
arhi uw!:d n.h•i•rg o: t• '!wut rnor be required 11.4-