HomeMy WebLinkAboutB14-0153_3.22_1421429100.pdf 40,1 Fpal
4%°40111 e
pot) TrussTruss Type Qty ,Ply •
ML07779 T3 Roof Special 6 4411 1 11 0 11
Overholt Truss, Delta.Co 81416 tail •'wlw
ID:rfg9ZcmVny8Pc Z id
I 2-8-12 5-2-0 I 8-2-11 I 11-3-6 I 15-4-1
2-8-12 2-5-4 3-0-11 3-0-11 4-0-11 114 In/
Mit
PIO
5x8=
9. gip.6
5.00 12 3x4% BB lao) 1:31*
2x6 II 14
4 01/16/15 •
r,
d 3x5 i
N 3 r moo_
5x8
2 I 10 L
N
1 5x8 = d y
, _
�/� w% gyp,
IM — w1. ig
11
3.00 12 5x10 MT18HS
4x12 II 13 124x16 =
3x8 = 3x5 II
I 2-8-12 , --s 2-5-4 19-8-8 I
2-8-12 2-5-4 7-3-4 7-3-4
Plate Offsets(X,Y): f1:0-3-8,Edge1,f9:0-3-2,Edael.110:0-3-12,0-3.01,113:0-3-8,0-1-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP
TCLL 80.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.19 10-11 >999 240 MT20 197/144
(Roof Snow=80.0) Lumber Increase 1.00 BC 0.76 Vert(TL) -0.33 10-11 >712 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.19 9 n/a n/a
BCLL 0.0 Code IRC2012/TPI2007
BCDL 10.0 (Matrix) Weight:100 lb FT=0%
LUMBER BRACING
TOP CHORD 2x6 SPF 1650F 1 5E TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except
BOT CHORD 2x4 SPF 1650F 1.5E end verticals.
WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
SLIDER Left 2x8 SPF 1950F 1.5E 1-8-12 6-0-0 oc bracing:12-13.
WEBS 1 Row at midpt 7-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. ••
REACTIONS (lb/size) 1=2054/0-5-8 (min.0-3-4),9=2054/Mechanical
Max Horz 1=115(LC 10)
Max Upliftl=-119(LC 10),9=-99(LC 11)
FORCES (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-3022/175,3.4=-3489/222,4-5=-3707/273,5-6=-3086/157,6-7=-3813/185,
7-8=-469/23,8-9=-567/50
BOT CHORD 1-13=-204/2305,12.13=-96/349,4-11=-798/106,10-11=-214/3411,9-10=-168/3077
WEBS 3-13=-509/62,11-13=-111/2002,3-11=-18/1080,5-10=-876/156,6-10=-54/1820,
7-10=0/766,7-9=-3456/203
NOTES
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;
MWFRS(envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.00 plate grip
DOL=1.00
2)TCLL:ASCE 7-10;Pf-80.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 .1%1�X•Aok
3)Unbalanced snow loads have been considered for this design. D O Lice„,‘‘,�N%
4)All plates are MT20 plates unless otherwise indicated. O\\P '
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \., •••••••••e• s
6)Refer to girder(s)for truss to truss connections. i V� •• P.. HFR•• tCQ�#
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) �/ -0- ( 2-57.•
9• ///
1=119. i • 2% �
8)This truss is designed in accordance with the 2012 International Residential Code sections R502,11.1 and R802,10.2 and referenced �� •d r-, -'*-...6
,;n p
standard ANSI/TPI 1. / �� /' e6�•'
LOAD CASE(S) Standard /// I.S• ;����
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ilk v618/
August 6,2014
1 1
AWARNING-Ventydesign parameters and READ Nt77ESONMIS AND fM1L)EO NUENREFEREAKE PAGE NII-7473 tea 1/29/2011 DEFOREL& NI
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610
N Southern Piree(SP}lumber is specified.the design values are those effective 06/01/2013 by ALSC