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Midwes� ManuhcWnng, Eau Claire, W I- 54707, 8.330 s Mar 23 2020 MiTek Intlustnes, Ina Tue May 5 10:5628 2020 Page 1
ID:anLOCH7xIPZkVH3RIVSC2zAIQcyV9MbV4fVMJv4HObhvSnwik?is85Afj56wDVP8zJZZH
-2-0-0 6bd 12-6-0 18-5-12 25-0-0 2]-0-0
2-0-0 6-6d 5-07-02 54142 6-6A 2-0-0
4x6 =
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LOADING (ps� SPACING- 2-0-0
TCLL (roo� 25.0 Plate Grip DOL 1.15
Snow(Ps/Pg) 20.8/30.0 Lum6erDOL 7.15
TCDL ��� Rep SVess IncT VES
BCIL 0.0 ' �de IRC2006ffF'12002
BCDL 70.0
LUMBER-
TOP CHORD 2�4 SPF No2
BOT CHORD 2z4 SPF No.2
WEBS 2x3 SPF SWtl'6ccepY
470,48: 2x3 SPF No2
REACTIONS. (size) 2=03�, 6=03-8
� Max Horz 2=84(LC 14)
Mar UpIiR 2=171(LC 14J, 6=171(LC 75)
Max Grav 2=1175(LC 2), 6=7775(LC 2)
�$
CSI. DEFL. in (loc) UdeFl Utl PLATES GRIP
TC 0.41 Vert(LL) -0.18 &10 >999 240 MT20 197/144
BC 0.60 Vert(TL) -0.34 2-70 >863 190
WB 020 Horz(TLJ 0.07 6 n/a n/a
Matrix-R Weight: 831b FT = 0%
BR4CING-
TOP CHORD Siruclural wood sheathing directly applied or 3-17-t0 oc purlins.
BOT CHORD Rigid ceiling directly applie� or 10.0-0 oc bracing.
FORCES. (Ib) - Max. Comp.IMax. Ten. - All forces 250 (16) or less except when shown.
TOP CHORD 2J=1813/283, 34=-1632/289, 45=1632/289, Sb=1813/283
BOT CHORD 240=728/1542, &tU=7/1030, fi-8=-128/1542
WEBS 310=372/174, 440=52/614, 4-8=-5Z614, 5�8=377J174
NOTES-
1) Unbalanced roof live loads have been considered for Ihis design.
2) W nd: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. �I; Exp B; Endosed; MWFRS (low-nse) gable end zone and
GC 6Redor(2) zone; cantilever left and nght exposed ; end vertipl let[ and right enposeO;GC for members and forces & MWFRS
for reactions shown; Lumher DOL=1.60 plate gup DOL=7.60
3) TCLL: ASCE 7-05; Pr-25.0 psf (roof live load: Lumber DOL=1.15 PIffie DOL=1.15); Pg=30.0 psfi (ground snow); Ps=20.8 psf (roof
snow: Lumber DOL=1.15 Plate DOL=1.15); Category 11; Exp B; Fulty Exp.; Ct=1.10
4) Roof design snow load has been reduced to account far slope.
5) Unbalanced snow loads have 6een considered for this design.
6) This buss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 20.8 psf on overhangs
non-concument with o[her live loads.
7) This Uuss has been designetl for basic loatl com6inations, which include cases with reductions ior muHiple concurtent live loads.
8) This truss has been designed fo� a 70.0 psf bottom chorU live load nonconcurrent wiM any other live loads.
9) ' This Wss has been designed for a IiJe load of 20.Opsf on the 6ottom chord in all areas where a rectangle &60 tall by 2-0-0 wide
will fit between the bottom chord and any oMer members, with BCDL = 10.Opsf.
10) Provide mechanical connection (by others) of tmss to beanng plate capable of withstanding t001b uplik atjoin[(s) except QY-IbJ
2=171,6=771.
Scale =1:46.5
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May 5,2020
AWAFNING -Verily tlevB� pa�amehrs antl FEAD NOTES ON TH/S ANO INCLIIOEO MITEK REFERENCE PAGE MlI-ld)J r¢v.10/03/30f5 BEFORE USE.
Oeeign valid for use only wiM MiTeNJ connadors. This Eeaign Is based only upon parame[ers sMwn, antl is for an Intlivitlual building componen�, nol
a Wss syslem. Before use, IM1e builtling Eesigner must venty Ne epplicabiliry of tlesign parameters antl O�oGetly incorpoale Nis design inlo fhe ovemll
bulltlingtlesign. B�annglntllca�e0istopreventOucWingofintlivitluel[msswebantl/orG�oMm¢mbersonly. AJd00nal�empvaryantlpermenenlb�acing
salvreysreqmretllorstaEiliyand�opravan[wllapsewRhpossiblepersona�injuryantlpmpeilytlamage. Forgene2lguitlanraregaNing�M1e
tabncation, s�orage, tlellvery, erection end bracing of Wsses antl Wss syslems, see RW51?PH Qualiry Lnfetla, USBA9 antl BCSI Builtling Camponent
Sa(ely Mfa�mation availaNe hom Tmss Plale InsGN@, 218 N. Lae SVeet, Suite 312, Nluantlna. VA 22314.
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