HomeMy WebLinkAboutMiscellaneous - Exception (190)03A169 IT10
UL
LOADING (paf)
TOLL 50.0
TCDL 7.0
BCLL 5.0
BCDL 7,0
ROOFTRUSS
7.1.0 i 14-2-11
M-6
46
CO
SPACING 2-"
pud" Increase 1.15
Lumber Inaem 1.15
Rep Stye" Ina YES
Godo BOGAIANS195
LUMBER
TOP CHORD 2 X 4 SPF NO -2
BOT CHORD 2 X 4 SPF Nat
OTHERS 2 X 4 SPF N0.2
— 11 izv 11 1x4 II
CSI
TO 0.21
BC 0.13
WB 0.06
(Matrix)
14.2.11
14.2.11
DEFL In (IOC)
WILL) eda .
Vert(TL) Ilia -
HOM(1'L) 0,00 E
1st LC LL Min Wall - 240
U101$320
scale • 130.6
Ydefl PLATES (TRIP
Ala M1120 1971144
Na
rda
Weigh. 40 w
BRACING
TOP CHORD Sheattled or 844 oC pudins.
BOT CHORD Rigid Ceiling efiredy applied or 10." 0C WKIng.
ACTIONS (Iblstaa) A■201!14-2.11, EleM14-2-11. G-3481142-11, F=5211142-11. NE621114-2.11
May H= A'59(hmd CASA 4)
Max: Uplift A;m-14(Wd case 5). E--14(IOad Case 5), F■-110(Wd Case 3), H>=-110(IOad cage 4)
Mex GMV Aa201(load tie 1), E=202(kwd Case 1). G-3480oad Cate 1). F-535(load Cane 7), H-!?Wf ed Case 6)
FORCES Ob) - First Load Cie OMy
TOP CHORD A4=f10, B -C -121, C -D■ -121, D -E-113
BOT CHORD A44=32, G -W32, F -G-32, E -F-32
WEBS G31-296, D-F"U, 841-4o4
NOTES
1) This truss has been dledted for unb8WwV 0 Ioaptng CGtldiBons.
2) This Was has been dewigned for the wind Wa,9erlaraW by so mph wlntls all 5o a above ground Iem, using 5.0
pat top drord dead toed and 8.0 per boll&rn mora tlesad Ie®a, in the gable lend loot zone On an oDGrparx+Ycabagoly
I1, oend tion I endoaed build ft, with exposure B ASCE 748 per BOCA/ANSMS it end uerocals eldsf. !hey are not
eO w1nd. a ewl tlevers ebt they are e,;oaed to wind, It portrilea exlet !hey ere not er9�osed is wind.
The lumber DOL Increase is 1,33, and the pte% grip kv reale is 1.33
3) Gable rsgW es 0onanuous DoW, dtord bearing.
4) • This Fnrss has been designad for a M kmd d 20.0pef On the bosom Chord in all areas with A deamove grealar
than 34.0 between Nie botlorn dxwd and any oater members.
5) ProrAde mechanical comlecdw (by triflers) of truss tO bearing plate Capable Of W10%tarlding 14 lb LIM at jdrt A,
14 Ib uplllt at f dM E, 110 lb uplIR at joint F and 110 lb uplift at joint H.
0) This Vose has been designed with ANSVTPI 1-1600 Gflev
CASE(S) StkWWd
MITEK CANgQA.INjQ," ,
Wds
-m MiTek Canada, Inc.
PECIFICAT10N3
�4(U.S.A.) DA7��PRIL 1. 1947
f.ORM AN INTEQRAL PART OF THM DESIGN 100 (nduslrial Rd., P,0. Box 1329
Bradford, Ontario, 1.37„ 2R7
£ d b�b6090�99'ON/99 8 '1S/99:8 HOZ lZ £ (I8�)
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABRICATOR,
SUBJECT TO VERIFICATION BY
AUTHORITIES IN JURISDICTION.
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