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.Job Truss Truss Type Qty Ply 226 80TH
<br /> 1279813319
<br /> B-23-01233-A A3 Scissor 7 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 15:50:31 Page:1
<br /> I D:9JtUv68wNgLeRJYou316dryB4ua-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDo17J4zJC?f
<br /> i-2-0-0i 6-11-11 i 13-3-6 i 19-7-0 l 25-10-10 i 32-2-5 i 39-2-0 i41-2-01
<br /> 2-0-0 6-11-11 6-3-10 6-3-10 6-3-10 6-3-10 6-11-11 2-0-0
<br /> 5x10=
<br /> 6
<br /> 612 3x4s 24 25 3X44
<br /> 3x8z 5 7
<br /> 1.5x4a 3xee
<br /> 11- 9' 4 8 1.5x4 a
<br /> 3 9 —
<br /> 94
<br /> 0
<br /> 23 15 13 26 q
<br /> 16 M18AHS 5x14 o M18AHS 5x14 a 12 1 B
<br /> 0 2 3x4> 3x4a
<br /> —t.= 1 M18AHS 7x14 = 11 —
<br /> o J2.51
<br /> — 12
<br /> 4x8 4x8a
<br /> 0-5-8 10-1-8 19-7-0 I 29-0-8 I 38-8-8 39'2-ti
<br /> 0-5I8 9-8-0 I 9-5-8 9-5-8 9-8-0 0-5-8
<br /> Scale=1:76.6
<br /> Plate Offsets(X,Y): [2:0-0-13,Edge],[10:0-0-13,Edge],[14:0-7-0,0-3-3]
<br /> Loading (pst) Spacing 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.59 12-14 >794 360 MT20 185/148
<br /> ,(Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(GT) -1.16 12-14 >407 240 M18AHS 169/162
<br /> TCDL 10.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.64 10 n/a n/a
<br /> BCLL 0.0* Code IRC2018/TP12014 Matrix-AS Wind(LL) 0.23 12-14 >999 240
<br /> BCDL 10.0 Weight:156 lb FT=20%
<br /> LUMBER 3) Unbalanced snow loads have been considered for this
<br /> TOP CHORD 2x4 HF No.2 design.
<br /> BOT CHORD 2x4 DF No.1&Btr 4) This truss has been designed for greater of min roof live
<br /> WEBS 2x4 HF No.2*Except*14-7,14-5:2x4 DF load of 16.0 psf or 2.00 times Hat roof load of 25.0 psf on
<br /> No.1&Btr overhangs non-concurrent with other live loads.
<br /> BRACING 5) All plates are MT20 plates unless otherwise indicated.
<br /> TOP CHORD Structural wood sheathing directly applied. 6) This truss has been designed for a 10.0 psf bottom
<br /> BOT CHORD Rigid ceiling directly applied. chord live load nonconcurrent with any other live loads.
<br /> 2=0-5 8,10=0.5 8 7) This truss has been designed for a live load of 20.0psf
<br /> REACTIONS (size) (,1LC on the bottom chord in all areas where a rectangle
<br /> Max 2=0-5 4 (LC 14),10=73(LC 14) 3-06-00 tall by 2-00-00 wide will fit between the bottom
<br /> Max Uplift 2=-73
<br /> chord and any other members.
<br /> Max Gray 2=1903(LC 1),10=1903(LC 1) 8) All bearings are assumed to be DF No.1&Btr.
<br /> FORCES (lb)-Maximum Compression/Maximum 9) Bearing at joint(s)2,10 considers parallel to grain value
<br /> Tension using ANSI/TPi 1 angle to grain formula. Building
<br /> TOP CHORD 1-2=0/107,2 3=5341/137,3-5=-4844/103, designer should verify capacity of bearing surface.
<br /> 5-6=-3444/111,6-7=3444/101, 10)Provide mechanical oot3neclion.(by others)of truss to
<br /> 7-9=-4844/113,9-10=5341/146,10-11=0/107 bearing plate capable of withstanding 73 lb uplift at joint
<br /> BOT CHORD 2-16=-47/4801,14-16=0/3992,12-14=0/3992, 2 and 73 lb uplift at joint 10.
<br /> 10-12=-69/4801 11)This truss is designed in accordance with the 2018
<br /> WEBS 6-14=-2/2578,7-14=1164/115,7-12=0/683, International Residential Code sections R502.11.1 and
<br /> 9-12=-467/100,5-14=1164/115,5-16=0/683, R802.10.2 and referenced standard ANSIITPI 1.
<br /> 3-16=-467/100 12)This truss design requires that a minimum of 7/16"
<br /> NOTES structural wood sheathing be applied directly to the top
<br /> 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) chord and 1/2"gypsum sheetrock be applied directly to aviING
<br /> Vasd=87mph;TCDL=5.5psf;BCDL=4.0psf;h=25ft; the bottom chord. 01`WAS,;- `ip
<br /> B=45ft;L=39ft;eave=5ft;Cat.II;Exp B;Enclosed; LOAD CASE(S) Standard • `�jr
<br /> MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 3 '-fi 0�O
<br /> 1-11-Q Interior(1)1-11-0 to 19 7-0,Facterior(2R)19-7-0iliP Ay ,', '- ;
<br /> to 23-6-0,Interior(1)23.6-0 to 41-2-0 zone;cantilever 4.` . -
<br /> left and right exposed;end vertical left and right w�� �.
<br /> exposed;C-C for members and forces&MWFRS for
<br /> reactions shown;Lumber DOL=1.60 plate grip 540�4
<br /> DOL=1.60 �0,. 'GIST`Bg
<br /> 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate
<br /> DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; `S'IGIs,TAL
<br /> Cs=1.00;Ct=1.00
<br /> December 11,2023
<br /> f 1
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1/212023 BEFORE USE.
<br /> Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and Is for an individual building component,not MiTek5
<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.Additional temporary and permanent bracing
<br /> is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 40D Sunrise Ave.,Suite 270
<br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria and DSB-22 available from Truss Plate Institute(www.tpinstorg) Roseville,CA 95661
<br /> and BCSI Building Component Safety information available from the Structural Building Component Association(www.sbcscomponents.com) 916.755.3571/MTek-US.com
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