HomeMy WebLinkAboutMiscellaneous - Exception (268)03A180 IY17
LOADING (psf)
TCLL 50,0
TCDL 7.0
801.1. 5.0
BCDL 7,0
LUMBER
2 11
0.645 6d l6
4x5 -
C
SPACING 2.OA
Pt9 N lnrwse 1.15
Lumber Inueese 1,15
Rep Stress Ina YES
Code SOCA/ANSI9S
1x4 11 am = 1x4
1x4 II
17-1-14
CSI
DEFL in (IOc)
Vdefl
YC 0.32
Vert(LL) Ne -
rve
BC 0.23
Veft(TL) Na
Na
WB 0,17
Vwt(%) 0.00 E
his
(MAtrix)
1st LC LL Miff Udfdl a 240
BRACING
14:Q2:A1 2003 'FW 1
PLATES
M1120
Weight' 64 Ib
TOP CHORD 2 X 4 SPF N0.2 TOP CHORD SheaV190 or a." oc punlns.
BOT CHORD 2 X 4 SPF No.2 WE"
HORD Rigid
al'ft dustily applied or rnwpt C � cc bracing
OTHER$ 2 X 4 SPF No.2
✓ ,REACTIONS (Ib/alms) A=307/17-1-14, E-308117-1-14, H■7/17-1.14, G-34117-1-14, I-BSM17-1-14, F=GW17-1-14
Mex Herz A=-221QW Ces$ 2)
Max Uplift As-37(bad ease 2), H-106oa4 case 6), 10-244(iwd case 4), F•-286(load dos* 6)
Max Gran Aa3070oad rase 1). E=308()oad case 1). Hn37(load 7). G•341(load fie 1),1=7e(laad case 6), Fw677(laad case 7)
FORCES (1b) - FwA Load Case Ordy
TOP CHORD A-BL281, B -C=-277, C -0 -m -2T7, D-EL261
BOT CHORD A-1.76, H-I■75, G -W5, F -Ws, E -F,76
WEBS Cfir281, 84=-604, D -F=.504
NOTES
1) This truss has been Uteadd W unbaler emd loading cowition&
2) This trues hes been designed for the wind IOWds generated by 90 mph winds st 50 It shove gmund WAW. using 6.0
Def W chord dead load and 6,0 psf bomom chord dead load, in the gable end wd zone an an ocaparwy cal gwy
Il, 00rWi60n I en*wd builds ft with 000dur9 B ASCE 7-W pet BOCAIANSMS of 04 verbmm exist, they am not
exposed to wind, N cantilevers exist, they ere exposed to wind K porches 0*04 It" are riot 00000 W wind.
The lumbar DOL Wieffi se is 1,33, and tha plaW grip increase is 1,33
3) • This buss hes been designed for alive load of 20 -Opal to the bottom child in ss areas with a dearartea greater
than 380 bet ~ the boom, dtord and any Olney members.
4) Provide medtAnKgd connadion (by olt►ers) Of tnM t0 bWra pIAWe capable 0f wffl%WnftV 37 m Uplft at Joint A.
10 Ib uplift at joint H, 2941b uplift at joint I and 288 Ib uplift at joint F.
5) Non Standard boo, h 00ndtion, Review regained,
6) This Irm hes been designed whh ANSVTPI 1403 aloe.
CASE(S) Standard
MITEK CANADA, INC. GENERAL
SPECIFICATI _3 ( AA ACTED APRIL 1. 1997
FO_Rbt AN INT�¢gAL PAST OF THIS DESIGN
Ol d ttb609Ot95'ON/55:8 '1S/89:8 £OOZ lZ £ (Idj)
MiTek Canada, Inc.
100 Industrial Rd„ P.O. Box 1324
Bradford, Ontario, L3Z 2B7
U1016327
Scsle a 1:79.6
GRIP
1071144
February 13.2003
LOADING AND DIMENSIONS
^PECIFIED BY FABRICATOR.
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
woa�