|
• Job Truss Truss Type Qty Ply submittals
<br /> 111803705
<br /> BB706360 B01 Common Supported Gable 1 1
<br /> Job Reference(optional)
<br /> The Truss Co., Burlington,WA,98233 8.030 s Oct 5 2016 MiTek Industries,Inc.Tue Jul 11 09:40:54 2017 Page 1
<br /> ID:DYVe4WH3wNiyn iNU1ZZcRz3MY8-bsnn3t9dOFw GosV4Lwmh3y9m_9z6F1m1n3yTQyzAi7
<br /> I 11-11-8 I 23-11-0 I
<br /> 11-11-8 11-11-8
<br /> 4x4 = Scale=1:49.0
<br /> 9
<br /> 8
<br /> 6.00 1 7 2 11
<br /> 6 ^r• 2 12
<br /> 5 u 13
<br /> 4
<br /> 2 14
<br /> co 3 8 ST7 STd
<br /> ST 15
<br /> ST6 ST6
<br /> 2 a ST4 S To ST4 16
<br /> ST.
<br /> III ST2 ST2
<br /> STt ST' 17
<br /> M 1 ® g 2. 231 e B 0—� Y 2 : : :: Y : 71 I"r
<br /> :TI
<br /> Yu ��C XY U Y�'x- Y vVma k' YYXk >lVX',lu u x k u xk ''t`,CXUYY v'YYYYYYYX k XXYYk K o
<br /> 3x4= 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 304 =
<br /> 3x6
<br /> 23-11-0 I
<br /> 23-11-0
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a - n/a 999
<br /> TCDL 8.0 Rep Stress Ina YES WB 0.08 Horz(CT) 0.01 17 n/a n/a
<br /> BCLL
<br /> BCDL 710 0 * Code IRC2015/TP12014 Matrix-SH Weight:127 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> OTHERS 2x4 DF Stud 1 MiTek recommends that Stabilizers and required cross
<br /> bracing be installed during truss erection,in accordance with
<br /> Stabilizer Installation guide.
<br /> REACTIONS. All bearings 23-11-0.
<br /> (Ib)- Max Horz 1=136(LC 10)
<br /> Max Uplift All uplift 100 lb or less at joint(s)1,17,19,20,21,22,23,25,32,31,30,29,28,27
<br /> except 18=-133(LC 11),33=-134(LC 10)
<br /> Max Gray All reactions 250 lb or less at joint(s)1,17,26,18,19,20,21,22,23,25,33,32,31,30,29,
<br /> 28,27
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> NOTES-
<br /> 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enclosed;
<br /> MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
<br /> plate grip DOL=1.60
<br /> 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard
<br /> Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1.
<br /> 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
<br /> 4) Unbalanced snow loads have been considered for this design.
<br /> 5)All plates are 2x4 MT20 unless otherwise indicated.
<br /> 6) Gable requires continuous bottom chord bearing.
<br /> 7)Gable studs spaced at 1-4-0 oc.
<br /> 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 9)*This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0
<br /> wide will fit between the bottom chord and any other members.
<br /> 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,19,20
<br /> ,21,22,23,25,32,31,30,29,28,27 except(Jt=lb)18=133,33=134.
<br /> LOAD CASE(S) Standard L.
<br /> 19969
<br /> 44'k'' '.112'''` +
<br /> 1©NAL
<br /> July 11,2017
<br /> Azil
<br /> ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 BEFORE USE.
<br /> Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
<br /> Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
<br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
<br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and BCSI1 Building Component
<br /> Safety Information available from Truss Plate Institute,563 D'Onofrio Drive,Madison,WI 53719. theTRUSSco.INC.
<br />
|