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Job Tr11s:
<br />J1079652 B05
<br />The Truss Coma" pj oi—f— uu* n,
<br />Califamia
<br />2
<br />:1
<br />P1 I Job Reference (optional) I
<br />20 PrInC 8.420 S Dee 12020 ra"OK IndusMes, Inc. Tue Jan 12 08:01.04 Pace:
<br />ID;XGzby4p?4W3XJihf8Vka58zw8TV-Kh r4NN6 1 �dagCe2PzsPAG 1 EQMKycjpl2i F7Xtw7sz
<br />3x4-
<br />=II
<br />Avin-
<br />3X4= 3X86 � 3x8-
<br />I 7_C. C 1 _ _ 4X8- _ . ,,.
<br />Scale-1:54.8
<br />Plate Offsets O Y): [10,10-4,D.osJ
<br />Loading2-0-0 Cal
<br />TCLL 2b 0 Plate Grip DOL , DEEL i1 9-11 Udefl 60 PLATES GRIP
<br />1.15 7C
<br />(Roof Snow = 25.0) Lumber DOL 0.79 Vert(LL) -0.38 9-11 >999 240 MT20 185/148
<br />TCDL 1.15 BC 0.79 Vert(C`f) -0.3t3 8-11 >851 240 8.0 Rep Stress Incr YES WE 0.89 Horz(CT) 0.09 8 We _ n/a
<br />BCLL 0.0 Code IRC201S/TP12014 Matrix S
<br />BCDL 7.0
<br />WelghY 131 lb FT= 20%
<br />LUMBER
<br />TOP CHORD 2x4 HF N0,2 BRACING
<br />BOT CHORD 2x4 HF No-2 TOP CHORD Structural wood sheathing directly applied or 2-1.6 oc pudins,
<br />WEBS 2x4 DF Stud *Except* W5:2x4 HF No.2 except end verticals, and 2-" ocpuriins (4-6-3 max.); 4-6.
<br />BOT CHORD R` id o— A ing directlya led or 6-0-0 oc brad
<br />REACTIONS (111164e) 1=1141/ Mechanical, (min. 0-1-8), 8=13961 Mechanical, (min. MITek recommends that Stabilizers and required cross bracing be
<br />1-143 installed during truss erection, in accordance with Stabilizer
<br />Max Horiz i=143 (LC 10)
<br />Max UPIA 1-141 (LC 10), 8=162 (LC 10) installation guide.
<br />Max Gmv 1=1516 (LC 28). 8=1514 (LC 28)
<br />FORCES pb) - Max. COMP -/Max. Ten. -Ali forces 250 (Ib) or less except when shown,
<br />TOP CHORD 1-2=-321M27, 2-13=-28011278. 3-13=-2625/292, 3-4=18171230. 4-14=-15751233, 6-14-1576/233, 5-15=-804/114,
<br />15-16-8041114, 16.17=.-8041li4, 6-17-804/114, 6-7=-900/107, 7-8=-1612/158
<br />BOT CHORD 1-12a-407/289o, 11-12--306/2232, 10-11m-179/1292, 9=10=.179112s2
<br />WEBS 4-11-0/306, 6-9=-3941100, 7-9=-137/1285, 5-11-61/519, 5-9=-797/142, 2-12=-5341,122, 3-12-28/635, 3-11-865/137
<br />NOTES
<br />1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd-87mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft Cat 11; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left
<br />exposed; end vertical left exposed; Lumber DOL=1.80 Plate grip DOL=1.60
<br />2) TCLL: ASCE 7-10; Pf=25.0,psf (flat roof snow); Category 11; Exp Bi Partially Exp,; Ct=1.10
<br />3) Unbalanced snow loads have been considered for this design.
<br />4) Provide adequate drainage to Prevent water ponding,
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live foods.
<br />6) All bearings are assumed to be HF No.2
<br />7) Refer to girder(s) for truss to truss connections.
<br />8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 1 and 162 lb uplift at joint 8,
<br />9) This Was is designed in accordance with the 2015 International Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSVTPI 1.
<br />10) Graphical purin representation does not depict the size or the orientation of the purlin along the top,and/or bottom chord,
<br />11) Hanger(s) or other cormection devlce(s) shall be provided sufficient to support concentrated load(s) `89 lb down and 63 lb up at 14-11-11, and 465 lb down and 97 lb up at
<br />23-0-5 on top chord. The design/selection of such connection davice(a) is the responsibility of others.
<br />LOAD CASES) Standard
<br />1) Dead + Snow (balanced): Lumber Increase=i.15, Plate Increase AS
<br />Uniform Loads QbHt)
<br />Vert: 1-4-66, 4.6-66, 6-7=-66, 1-8- 14
<br />Concentrated Loads
<br />Vert: 17=-3=-36tS
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