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T7 I ROOF TRUSS { 4 11 1 UiOI& 42
8 Nov I5 2000 NY *k ee, nc. u Feb 13 44:03:14 2003 Page 1 '
-� 13.16 - 242.11
19.1$ 13-16
4x7
D
1 1 H 3x7
1x4 II 1x4 II 5x5 = IM II 1X4 11
�- 242-11
20-2-11 •- -- •-- �
•A_9� A e Al .. ..
LOADING
TOLL
(psf)
50.0
SPACING 2-0.0
Csl
DEFL In (roc)
Well
Piss Irtaease 1.16
TC 0.33
V2r" we -
Ne
TCDL
7.0
Lumber Inareaie 1.15
Be 0.21
Vart(TL) Na
Na
BCLL
6.0 •
Rep Stress k a YES
WB 0.29
G
wa
BCDL
7.0
Code 150(`,A/ANSI95
(NMUN
1 U. Min YdeN = 240
LUMBER
TOP CHORD 2 X 4 SPF N0.2
SOT CHORD 2 X 4 SPF N0.2
OTHERS 2 X 4 SPF N0.2
BRACING
TOP CHORD
BOT CHORD
&aIle =1:56.5
I
PLATES GRIP
�� , l97H44 j
i
Weight: 821b
I
Sheathed or 0-0-0 o0 purlins.
R1121d Ceiling dttBM applled Or 10" oc bracing.
Maim) AE271/26-2.11, G a 271126-2-11. Jim 328126-2-11, K=513r26-2-11, L;*7tiN18.241. X51312&2.11. H"78/28.2-11
MU 1`1017 AL113(10ad Case 4)
Max Uplift A -10w one 5), G -30w 0889 5), K=111(Aw ue 4), L=•139(load Casa 4), IQ-111(load CBgs 6), Ffi�•139(wad � 6)
Mex tarav A-271(wed Cave 1), 00271(kW Cas! 1), ,N52"Oed Cee! 1), K0540(lood cue 8), L-878(lood Cm 1), 1.640(bad Cine 7),
Ho8'78(kmd case 1)
FORCES (Ib) • First Load Case OMy
TOP CHORD A-8=76, B-07-160, C-13=54, D -E=150, E -F=180, F-43�--154 .
BOT CHORD A -L"0, K-Ln45, J -K -43,1•J-45, "4"$, Git"6
WEBS 0.F-421, ";=434, B -L=527. E-1+434, F4t=527
NOTES
1) This truss has been checked for unbalanced loading conditions•
2) This true8 has been duteigned for the wino bads generated by 90 tro wilds at 50 ft above ground W M. U tD 8.0
Psf top chord dead load and 8,0 pst tlotlom chord dead load, In tha gable end toot me on an oom4wcy owepory
II, Condition I enclosed building. with eMmsure B ASCE 7.98 per BOCAlAN8N95 Mend verUeals ydsL they ate not
exposed tD wind. E centilettem they are expoead tD wind. ft Padres c0A they are not exposed to m&,KL
The lumber DOL Irlaem Is 1.33. and the pMe gip ftmm is 1.33
3) Gable requires continuous bottom chord bearing.
4) • This truss has neer+ desoM for a Ilve wad of 20.0p9 on dte bottom chord In all areas with a ceatance greeter
MAA 3$-0 WWW me bottom Croy and any octet aemberes.
5) Prpvtde mechanical C"Ktbon (by 0ther9) of OUN 10 bearing 000 08p8bte of wi#h nding 1a Ib Lon at jotrg A, 3
Ib uPII1t at jdnt G, 111 Ib uPRR at Joint K, 139 Ib uPNA at jam L, 111 w upNR at jdnt land 139 Ib upu t st jdritH.
-\This bum has bMn designed with ANSI/TPI 1-1905 UitariA.
LOAD CASE(S) Standare
MIT£K
SPECIFICCAANTAIOQNASiAL
AUP3.LQ& APR1197FORM ANNT QRAPARTOf I Ci
dp
THIS DESIGN
LZ d �ib609OfSS'ON/99:8 '1S/b0:6 S00Z lZ £ (Ida)
M!Tek Canada, Inc.
100 Industrial Rd„ RO, Box 1329
Bradford, Ontario, L3Z 2B7
February 13,2003
LOADING AND DIMENSIONS
SPECIFIED BY FABH1k:Ai 0R,
$U9JECTT0 VERIFICATION AY
AUTHORITIES IN JURISDICTION.
Nodi