HomeMy WebLinkAboutMiscellaneous - Exception (501)T26 `PIGGYBACK 12 11 I U1016337
I 6•,17 94.14 148-0 19.7,2 22.06 2g 00
8-11-7 238 0.1.2 6.1-2 2-58 811-7
702 I!
6.00 12
F
4X — 1x4 II 3xS = 4x9 =
LUMBER
0�114 9.4.14
I
14$.0
I 10-7-2
l
28411 29-0.Q
1
1
J•M 2 X 4 SPF 1960F 1.6E
01.11.6111 1 8.6.10
2 X 4 SPF N0.2
5.1.2
5t-2
859 01.111.6
Plate
2• , , V.0-2-2,Edgej
LOADING
(psl7
SPACING 244
CSI
DEFL
in (loo)
Udefl
PLATE$
TCLL
50.0
Plates Inaeaze 1.15
TC
0.96
VOWLL)
-0,32 8.0
X949
U120
TCDL
7.0
Lumberinaease 1115
BC
0.93
Ve4(TI•)
-0.42 J -L
>761
BCLL
5.0
Rap Stress Ina NO
WB
0.38
Hoa(TL)
0.12 J
ria
SCOL
7,0
Code BOCA/ANSM
(Mefrix)
I 1St LC LL MIO
Vdafl = 240
Weight 111 th
LUMBER
TOP CHORD
2 X 4 SPF No.2 *Ewoept*
A -D 2 X 4 SPF 1650E 1.5E, H•K 2 X 4 SPF 165OF 1.5E
807 CHORD
2 X d $PF 2100E i.BE-Exoap,•
1
1
J•M 2 X 4 SPF 1960F 1.6E
,CBS
2 X 4 SPF N0.2
REACTIONS Obtsine) B■2028!0.3.8 (input 038), J=20300-�8 (input 0-")
Max Hort S-1347(taad case 9)
Max Uplift B-201 Qoad case 4), _hh-201Oosd case 5)
Max Grav B=2248(load case 9), Jz22400oad case 6)
Ilaa
a
066
BRACING
TOP CHORD ghoothed-
BOT CHORD Rigid ceiling dh cdy Wplled or 10.0.0 oe brack►q,
FORCES Ob) - FuSt Lood Ca99 Ordy
TOP CHORD A-8229, B -C=9538, C4)= -012f, D•E--9010, E -Fm -3142, F4-3148, G-H—W14, 1-14=-3192,
1�1�3544, J -K=29
BOT CHORD B -0 -WO. O -P=2039, P-0=2039, NQc2039, N -R=2=. M -R=203®, 1,4t2l)", J -L=3023
WEBS F -L=1132, F -N=233, F•0a1126, E0=-321, G-L=•s2 , km -473, C-OM89
NOTES
1) This truss has been dw ked for unbalanced k"v owdfions,
2) ThIs V= NU been 6084W for the wine loads genetaM by 90 mph winds at 50 R above Wound Isval, using 6.0
Def tOP e110rd dead bad and 6,0 Def bottom chord deed bad, in the gable end rod zone an an oomwvvJy 006agwy
II, condillon I woosW building, wfth wposltte 8 ASCE 7.99 Per 60CA/ANS195 N end verocals east, they ale not
exposed to wind. N cantilevers exist, Otey are exposed to ws,d. N Padres e16et, they are not expoead to wind,
The lumber DOL h+aeaae Is 1,33, end the piste grip Ircrefte Is 1,33
3) • ThiS Vm het{ been 6e0tpned fora live I*W a 20,opd on the baftOm chord in as enSpB wo a tlparance greater
than $44 between the bohom dI ord and arty other members,
4) WARNING' R8qulrad beard$ 3128 at)oint(3) B. J greeter Van fipu[ baenng elle.
Provide madranicell conn argon (by ottera) of t11= to bessmg Pil
e Capable of withstanding 201 Ib uplift at joint B
and 201 Ib upI1R at jdnt J.
This wu has boen designee with ANSVM 1-1996 aiMrla.
7) LOW case(s) 8. 9 has bean mor5fied. Building designer must nwiew loads to verify O1et iffy ars COMMtf fpr the
Intended use of alis truss.
LOAD CASE($) Standard Emipt
8) User defines: Lumber Inaeawl.15, PIg6e incj"Wi.15
Uniform Loads (plo
Veit A -Fs -114,0, F-0-114.0, 8-0-24X, 04k=104,0, J-11=24.0
Hart: A -F=190.0
9) User dsAnee' Lumber Ina 1.15, Piste Inaenea1.15
Continued on Daae 2
MITEK CANADA ,IN W.NEgAL 0 MiTek Canada, Inc.
SPECIFICATIONS(U.SA.i DATED APR14 1,1997
FORMAN INTEGRAL P T OF THIS DESIGN 100 Induxlriaf Rd„ F.O. Box 1329
i3radford, Ontario, L32 2B7
LZ d tZt609MS 'O qS l '1S/ZO: 6 HOZ lZ £ (lag)
Scale -1:64.8
GRIP
1971144
February 13,2003
LOADINGAND DIMENSIONS
SPECIFIED BY FABRICATOR,
SUBJECT TO VERIFICATION 9Y
oma AUTHORITIES IN JURISDICTION.
WOdd