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Jab Reference o licnal
Midwest Manutaclaring, Eau Claire Wt. 7.030 sJan 3 2008 MiTek Industries, Inc. Tue Sep 15 17 :02:422009 Page 2
NOTES (11 5)
4) TOLL: ASCE 7 -05; Pr--35.0 psi (roof live bad: Lumber DOt. 1.15 Plate DOL= 1.15); Pg =50.0 psf (ground snow); Ps=94.7 psf (roof snow: Lumber DOL =1.15 Plate
D0L= 1.15); Category II; Exp B; Fully Exp.; Gt =1.1
5) Roofdesign snow bad has been reduced to account for slope.
6) Unbalanced snow bads have been considered for thisdesign.
7) This truss has been designed for greater of min roof live bad of 16.0 psf or 1.00 times Rat roof bad of 34.6 psi on overhangs non-concurrent with other live bads.
8) This truss has been designed for a 10.0 psf bottom chord live bad rarconcurrent with any other live bads.
9) All plates are 1.5x3 MT20 unless otherwise indicated.
10) Gable requires continuous bottom chard bearing.
1 1) Gable studs spaced at 2 - -0 oc.
12) ' This muss has been designed for a live load of 20 Apsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit between the bottom
chord and any other members.
13) Provide mechanical connection (try others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 26, 20, 19, 18, 17, 15 except
(jt =1b) 2 =194, 14=,214.
14) This truss is designed in acxordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI (TPI 1.
15) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC wl 2 - 1 Od nails.
16)
LOAD CASE(S) Standard
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