|
Job Truss .Truss Type Qty Ply 226 80TH
<br /> • R79813318
<br /> B-23-01233-A A2 Common 1 1 Job Reference(optional)
<br /> Roof Truss Supply,Woodinville,WA-98072, Run:8.73 S Nov 13 2023 Print 8.730 S Nov 13 2023 MiTek Industries,Inc.Mon Dec 11 15:50:30 Page:1
<br /> ID:b9n905nn W RtVhIMR2J Rla?yB4eG-RfC?PsB70Hg3NSgPgnL8w3u1TXbGKWrCDo17J4zJC?f
<br /> -2-0-0i 6-10-14 1 13-2-15 I 19-7-0 I 25-11-1 i 32-3-2 I 39-2-0 41-2-0
<br /> 2-0-0 6-10-14 6-4-1 6-4-1 6-4-1 6-4-1 6-10-14 2-0-0
<br /> PER ICC CODES(IRC/IBC),WI 1 AND REFERENCED BCSI,
<br /> FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE
<br /> INSTALLED ADJACENT TO SCISSOR TRUSSES UNLESS
<br /> SPECIAL OUTOF PLANE WALL BRACING IS SPECIFIED
<br /> BY THE ENGINEER•OF RECORD.
<br /> 5x6= 3xfir
<br /> —o^� 3x6. x6r
<br /> 0 3x6. 81 ,.r '\. 82
<br /> 380 0� •;�:, 8n-
<br /> r.... 0"- \ (\v.
<br /> a-3 CO ,oi(13 \; 1 8
<br /> , . n ,,,...01:\. /. N., J
<br /> Pr $4
<br /> co °Qp • N. \ /
<br /> c%1—?�2 �9 e : if 1 s me wh, s s 9 a 9 y
<br /> a s a •
<br /> —0 0 05 14 86 87 13 12 11 88 89 10 90 %`
<br /> 3x12* 3x6= 4x6= 4x6= 3x6= 3x6n
<br /> 3x6n 4x8= 3x12*
<br /> 10-0-15 I 19-7-0 I 29-1-1 I 39-2-0 I
<br /> 1443-15 9-6-1 .9-6-1 14-0=15
<br /> Scale=1:90
<br /> [1:0-6-0,0-0-15],[1:3-4-0,6-10-4],[5:0-2-0,0-0-8],[5:0-2-0,0-0-8],[5:0-2-0,0-0-8],[5:0-2-0,0-0-8],[7:3-4-0,6-10-4],[9:0-6-0,0-0-15],[49:0-2-0,0-0-4],[85:0-5-3,Edge],
<br /> Plate Offsets(X,Y): [90:0-5-3,Edgej
<br /> Loading (psf) Spacing. 2-0-0 CSI DEFL in (loc) Udeft Lid PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0:32 12-14 >999 360 MT20 220/195
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.54 12-14 >867 240
<br /> TCDL 10.0 Rep Stress!nor YES WB 0.40 Horz(CT) 0.14 9 n/a n/a
<br /> BCLL 0.0* Code IRC2018/TP12014 Matrix-S Wind(LL) 0.08 12 >999 240
<br /> BCDL 10.0 Weight 355 lb FT=20%
<br /> LUMBER 2) Truss designed for wind loads in the plane of the truss
<br /> TOP CHORD 2x4 HF No.2*Except*1-4,6-9:2x4 DF only. For studs exposed to wind(normal to the face),
<br /> No.1&Btr see Standard Industry Gable End Details as applicable,
<br /> BOT CHORD 2x4 DF No.1&Btr or consult qualified building designer as per ANSI/TPI 1.
<br /> WEBS 2x4 HF No.2 3) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> OTHERS 2x4 HF No.2 DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0;
<br /> BRACING Cs=1.00;Ct=1.00
<br /> TOP CHORD Structural wood sheathing directly applied. 4) Unbalanced snow loads have been considered for this
<br /> BOT CHORD Rigid ceiling directly applied or 2-2-0 oc design.
<br /> bracing. 5) All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> WEBS 1 Row at midpt 7-12,3-12 6) Gable studs spaced at 1-4-0 oc.
<br /> 0 8 7) This truss has been designed for a 10.0 psf bottom
<br /> REACTIONS (size) 1=0-5-8,9=0-5,9 -5 chord live load nonconcurrent with any other live loads.
<br /> Max Horiz 1=15 12) 8) *This truss has been designed for a live load of 20.opsf
<br /> Max Uplift 1- 2 (L 14),9=32(LC 14)
<br /> on the bottom chord in all areas where a rectangle
<br /> Max Gray 1=1864(LC 22),9=1864(LC 23) 3-06-00 tall by 2-00-00 wide will fit between the bottom •
<br /> .FORCES 0)-Maximum Compression/Maximum chord and any other members,with BCDL=10Apsf.
<br /> Tension 9) All bearings are assumed to be DF No.1&Btr.
<br /> TOP CHORD 1-2=3739/157,2-3=3407/152, 10)Provide mechanical connection(by others)of truss to
<br /> 3-5=2273/167,5.7=2273/167, bearing plate capable of withstanding 32 lb uplift at joint
<br /> 7-8=-3407/152,8-9-3739/157 1 and 32 lb uplift at joint 9.
<br /> BOT CHORD 1-14=-88/3429,12-14-32/2660, 11)This truss is designed in accordance with the 2018
<br /> 10-12=-23/2579,9-10=92/3332 International Residential Code sections R502.11.1 and
<br /> WEBS 5-12-54/1619,7-12=990/97,7-10=0/860, R802.10.2 and referenced standard ANSI/TPI 1.
<br /> 8-10-557/104,3-12"-990/97,3-14=0/860, 12)No notches allowed in overhang and 20000 from left end `��
<br /> 2-14=-557/104 and 20000 from right end or 12"along rake from scarf, "T' WAS O
<br /> NOTES whichever is larger. Minimum 1.5x4 tie plates required <, G'r
<br /> 1) Wind:ASCE 7-16;Vutt=110mph(3-second gust) at 2-0-0 o.c.maximum between the stacking chords. ci f'. a,
<br /> Vasd=87mph;TCDL=5.5psf;BCDL=4.0psf;h=25ft; For edge-wise notching,provide at least one tie plate
<br /> B=45ft;L=39ft;eave=5ft;Cat.II;Exp B;Enclosed;
<br /> between each notch. VP ilk-
<br /> MWFRS(directional)and C-C Exterior(2E)0-2-12 to LOAD CASE(S) Standard
<br /> 4-1-12,Interior(1)4-1-12 to 19-7-0,Exterior(2R)19-7-0 yd 54Q 4 w
<br /> to 23-6-0,Interior(1)23-6-0 to 38-11-4 zone;cantilever P 'i'4'GrS 1370Y
<br /> left and right exposed;end vertical left and right
<br /> exposed;C-C for members and forces&MWFRS for SSIONAL '
<br /> reactions shown;Lumber DOL=1.60 plate grip
<br /> DOL=1.60
<br /> December 11,2023
<br /> t /
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1/2/2023 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,not I\/1 II k
<br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
<br /> building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additonal temporary and permanent bracing
<br /> is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the 400 Sunrise Ave.,Suite 270
<br /> fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPH Quality Criteria and DSB-22 evatable from Truss Plate Institute(www.tpinstorg) Roseville,CA 95661
<br /> and BCSI Building Component Safely Information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MTek US.com
<br />
|