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QTREC0166925
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Jab Reference o tonal
midwest menulactunng, HOLI 7.210 s ov 16 2009 Mi I eh Industries, Inc. I ue May 04 7 6.56:08 2010 ge 2 �.� _ 1 •�•
MOTES (12) c :.r
2) Wind: ASCE 7 -05; 90mph; TCDL= 4.2psf; BCDL= 6.opsf; h =25ft; Cat. II; Exp B; enclosed; MW FRS (low -rise) gable end zone and C-C y s
Exleritx(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C -C for members and forces & MWFRS for W - O m
reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 V tl � Z
1 3) TCLL: ASCE 7 -05; Pr =20.0 psf (roof live load:'Lumber DOL =1.15 Plate DOL= 1.15); Pg =30.0 psi (ground snow); Ps--20.8 V
20.8 psi (roof snow: W a
Lumber DOL =1.15 Plate DOL= 1.15)' Category N; Exp B; Fully Exp.; Ct =1.1 1�
! 4) Roof design snow load has been reduced to account for slope.
5) Unbalanced snow loads have been considered for this design.
i 6) This truss has been designed for greater of min roof live load of 12.0 psi or 1.Do times flat roof load of 20.8 psf on overhangs
non - concurrent with other live loads.
i 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads.
8) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3 -6 -0 fail by 2-0-0 wide will f it
between the bottom chord and any other members, with BCDL =1 O.Opsf.
9) One R77 USP connectors recommended to connect truss to bearing walls due to uplift at P(s) 2 and S.
10) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and 8802.10.2 and referenced
standard ANSI/TPi 1.
11) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wf 2 -10d nails.
LOAD CASE(S) Standard
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