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Plans (2) .1610 SW FiUCOZIKEK RD PUPZO(8-00091 mg City of Tigard C�FF%CE COP Approved Plans MiTek Sy _ Date 9 - 9 - ) MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 I951-245-9525 Re: 21367-1 S 21367-15 111 I The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K5948654 thru K5948755 My license renewal date for the state of Oregon is December 31,2019. I I I O PROs k,` �co NGI NE�9 `�%� cc 89200PE < -7 OREGON w� ID' FRR10- 1 April 9,2019 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I 1367-IS b Truss Truss Type Qty Ply 21367-1S K5948654 A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 fO_?I7F_bMQnzSjQH i I 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 29-0-0 5-5-8 5-0-0 5-0-0 5 0 0 5-0-0 3-6-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 8x12 = 4x8 = I 1 3x4 = 5x6 = 4x6 = 3x12 = 3x4 = 16 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 i� N ' Ci � ' \\ N 1 � Na 1 " .. n [, _ tl 18 IO 14 27 13 28 12 29 11 30 10 31 9 32 8 3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x8 = 8x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 late Offsets(X,Y)-- [1:0-7-4,Edge],[5:0-3-0,0-3-0],[8:Edge,0-3-8],[11:0-4-0,0-3-4],[17:0-3-0,0-1-0] OADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.30 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.54 10-11 >612 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.02 18 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.22 10-11 >999 240 Weight 138 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, 1-5:2x4 DF 2400E 2.0E except end verticals. OT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=1685/0-5-8,18=1530/0-5-8 111 Max Horz 17=189(LC 9) Max Uplift 17=-334(LC 8),18=-369(LC 12) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-17=-102/520,1-17=-1650/342,1-2=-1830/396,2-3=-4324/851,3-4=-5112/994, 4-5=-4655/910,5-6=-3039/604,8-18=-260/1472,7-18=-471/134 BOT CHORD 12-13=-688/3479,11-12=-954/4993,10-11=-968/5107,9-10=-777/4114,8-9=-366/1901 EBS 1-13=-377/2133,2-13=-2048/449,2-12=-141/1093,3-12=-853/230,3-11=-229/511, 4-11=-294/446,4-10=-687/166,5-10=-81/878,5-9=-1420/324,6-9=-221/1520, 6-8=-2342/470 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ii) MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-4-12 zone;cantilever left and right ��® PR��C exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plategrip !G __,, tC, 2)TCLL:ASCE 07-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 C NJ t N� ' %if, fe- )Provide adequate drainage to prevent water ponding. k✓ f� )All plates are MT20 plates unless otherwise indicated. $7�Q®P. Cr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /09 �'�• will fit between the bottom chord and any other members. L • • �� -• )Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify fl Cr capacity of bearing surface. R (� EGflN y V✓ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �:- ��` 17=334 18=369. ' 2 �- I 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34, }�� ' QjQ` 35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to il A L verify that they are correct for the intended use of this truss. This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all EXPIRES: - 1-20 19 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 9,2019 ntinued on nano 2 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildingdesign. Bracingindicated is toprevent bucklingof individual truss web and/or chord members only.Additional temporary and permanent bracing 9 Y P rY i 'T '(8 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-1S K5948654 367-1S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1fO ?I7F bMQnzSjQH OTES- 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top I chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 ITrapezoidal Loads(plf) Vert:1=-123-to-23=-72,23=-72-to-7=-123 Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-14=-18 IConcentrated Loads(Ib) Vert:7=82 1=-71 Trapezoidal Loads(plf) Vert:1=-104-to-23=-60,23=-59-to-7=-104 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:8-14=-38 Concentrated Loads(Ib) Vert:7=82 1=-55 Trapezoidal Loads(plf) Vert:1=-56-to-23=-22,23=-22-to-7=-56 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,7-16=-46,8-14=-11 Horz:1-14=16,1-15=53,1-20=-37,7-20=-31,7-8=29,7-16=46 IConcentrated Loads(Ib) Vert:7=82 1=16 Trapezoidal Loads(plf) Vert:1=38-to-20=36,20=30-to-23=22,23=22-to-7=32 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=48,8-14=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 Concentrated Loads(Ib) Vert:7=82 1=11 I Trapezoidal Loads(plf) Vert:1=29-to-23=22,23=22-to-7=29 Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-30,7-16=-46,8-14=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=-63 Trapezoidal Loads(pit) Vert:1=-73-to-23=-33,23=-33-to-7=-73 I)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=30,8-14=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 I Concentrated Loads(Ib) Vert:7=82 1=-63 I Trapezoidal Loads(plf) Vert:1=-72-to-23=-33,23=-33-to-7=-72 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-15=-43,7-16=-29,8-14=-11 I Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(pit) Vert:1=37-to-23=27,23=27-to-7=37 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,8-14=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 Concentrated Loads(lb) Vert:7=82 1=27 Trapezoidal Loads(plf) Vert:1=29-to-23=12,23=12-to-7=29 0)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 1 ntinuert nn nane 3 I AWARNlNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Fidblek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITP/1 Quality Criteria,DSB-89 and BCSI Building Component �� 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948654 367-1 S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 3 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 fO_?I7F_bMQnzSjQH 110AD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-43,7-16=-29,8-14=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-81 Trapezoidal Loads(plf) Vert:1=-47-to-23=3,23=3-to-7=-47 11) Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,8-14=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:7=82 1=-41 tTrapezoidal Loads(plf) Vert:1=-38-to-23=-12,23=-12-to-7=-38 Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) Vert:1=37-to-23=27,23=27-to-7=37 13 Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=20-to-23=12,23=12-to-7=20 14)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 I/ Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=15 Trapezoidal Loads(plf) IVert:1=37-to-23=27,23=27-to-7=37 5)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-11 I Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=14 Trapezoidal Loads(plf) Vert:1=20-to-23=12,23=12-to-7=20 i6)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) 0 Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-39-to-23=3,23=3-to-7=-39 7)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,8-14=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-68 Trapezoidal Loads(plf) Vert:1=-54-to-23=-12,23=-12-to-7=-54 8)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 111 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 9)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-33,7-16=-22,8-14=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-104 ntiniteri nn nave 4 AI WARNtNG-Verrfy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev.10/03/2015 BEFORE USE. ��R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Q 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. NINONuality Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 I b ITruss Truss Type Qty Ply 21367-1S K5948654 367-15 A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 4 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 fO_?17F_bMQnzSjQH IOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-105-to-23=-40,23=-40-to-7=-106 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 II Uniform Loads(plf) Vert:1-15=22,7-16=33,8-14=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) Vert:7=82 1=-74 I Trapezoidal Loads(plf) Vert:1=-98-to-23=-52,23=-52-to-7=-98 1)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,8-14=-18 IHarz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-99-to-23=-40,23=-40-to-7=-99 I) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,8-14=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) IVert:7=82 1=-94 Trapezoidal Loads(plf) Vert:1=-111-to-23=-52,23=-52-to-7=-111 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-73 Trapezoidal Loads(plf) Vert:1=-108-to-23=-62,23=-62-to-7=-108 It) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-536 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Concentrated Loads(Ib) Vert:7=82 1=-36 19=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 i6)3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 21=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 22=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 24=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 I9)6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) I Vert:7=82 1=-36 25=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 ntinued on Daae 5 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 lib Truss Truss Type Qty Ply 21367-1S K5948654 367-1S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 5 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 f0_?I7F_bMQnzSjQH LOAD CASE(S) Standard 0)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 26=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 2)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=-4181=-36 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 33) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 2=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 14) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 3=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 5)12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Concentrated Loads(Ib) Vert:7=82 1=-36 4=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 g6) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:5=-500 7=82 1=-36 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 7) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 6=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=-418 1=-36 Trapezoidal Loads(plf) 1 Vert:1=-45-to-23=-22,23=-22-to-7=-45 �9) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 27=-500 Trapezoidal Loads(plt) Vert:1=-45-to-23=-22,23=-22-to-7=-45 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 28=-500 ntinuad on nano 6 I ter. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NE- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/712/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948654 367-1S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 6 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 fO_?I7F_bMQnzSjQH TOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 29=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 2) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(lb) IVert:7=82 1=-36 30=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 43)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 31=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 I4)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 32=-500 111 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 111 Concentrated Loads(Ib) Vert:7=82 14=-500 1=-36 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 16)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 13=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 7)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 12=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 11=-500 1=-36 Trapezoidal Loads(plf) , Vert:1=-45-to-23=-22,23=-22-to-7=-45 9)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 10=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:8-14=-18 Concentrated Loads(Ib) Vert:7=82 1=-36 9=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=45 1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:8-14=-18 ntirntad on nane 7 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b367-1S Truss Truss Type Qty Ply 21367-1S K5948654 367-1 S A01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:32 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-q?odZwkYcThDGoKGnwM53xA?L1 fO_?I7F_bMQnzSjQH LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-36 8=-500 Trapezoidal Loads(plf) Vert:1=-45-to-23=-22,23=-22-to-7=-45 I I I I I I I I I I I I I I : o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek5t connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVtiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948655 367-1S 2 A01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-mOwNzclo85xxW6TevLOZ8MFQurMVSwgQjI4TUgzSjQF I 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 5-0-0 29-0-0 5-5-8 5-0-0 5-0-0 5-0-0 3-6-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 5x12 = 4x8 = 1 1 5x6 = 4x6 = i. 3x8 = 3x4 = 3x4 = 16 1 19 20 2 21 3 22 23 4 24 5 25 6 26 �, �� N C ,I• N -� �� � N ir 18 4 14 27 13 28 12 29 11 30 10 31 9 32 8 33 1 3x4 II 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 29-0-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 6-0-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[11:0-4-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.31 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.56 10-11 >594 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.02 18 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.24 10-11 >999 240 Weight:275 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied oro-1-10 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 17=3001/0-5-8,18=2835/0-5-8 Max Horz 17=189(LC 9) Max Uplift 17=-522(LC 8),18=-651(LC 12) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 14-17=-87/536,1-17=-2930/521,1-2=-3406/740,2-3=-8100/1672,3-4=-9649/1979, 4-5=-8751/1799,5-6=-5662/1176,8-18=-528/2703,7-18=-504/155 OT CHORD 12-13=-1315/6392,11-12=-1894/9348,10-11=-1937/9596,9-10=-1537/7635, 8-9=-698/3449 IEBS 1-13=-789/4010,2-13=-3707/800,2-12=-380/2101,3-12=-1588/381,3-11=-130/611, 4-11=-269/471,4-10=-1100/270,5-10=-252/1458,5-9=-2604/572,6-9=-541/2958, 6-8=-4241/877 NOTES- I2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. �{���} P�{QFs Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. L Webs connected as follows:2x4-1 row at 0-9-0 oc. �Cj GI N� .h /O 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to TT ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.I ECt 'f7 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 89200PE MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ..- j-.� , grip DOL=1.60 •4i- .._. 0 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. OREGONi(/� All plates are MT20 plates unless otherwise indicated. GS q� "s. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Y 4� 2 P 8) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� t L1, �)Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 0)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) EXPIRES: 12-31-201 9 1 17=522,18=651. April 9,2019 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MJIe a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI t Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948655 367-1S A01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 2 I D:BRY3ax W kgv6k2 RkzwEh B9dzj VxF-mOW Nzclo85xxW6TevLOZ8M FQu rMVSwgQj I4TUgzSjQF OTES- 1)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, 45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '3)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-183-to-23=-132,23=-132-to-7=-183 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14-33=-48(F=-30),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-155-to-23=-111,23=-111-to-7=-155 I)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-53(F=-15),8-33=-38 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-96-to-23=-62,23=-62-to-7=-96 Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-53,7-16=-46,14-33=-1(F=9),8-33=-11 Horz:1-14=16,1-15=53,1-20=-37,7-20=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=50-to-20=48,20=42-to-23=34,23=34-to-7=44 Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=48,14-33=-1(F=9),8-33=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 I Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=37-to-23=30,23=30-to-7=37 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 I Uniform Loads(plf) Vert:1-15=-30,7-16=-46,14-33=-48(F=-30),8-33=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(Ib) Vert:7=82 1=-82 I Trapezoidal Loads(plf) Vert:1=-119-to-23=-79,23=-79-to-7=-119 Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=30,14-33=-48(F=-30),8-33=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-119-to-23=-79,23=-79-to-7=-119 I)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) IIIVert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=48-to-23=38,23=38-to-7=48 Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,14-33=-1(F=9),8-33=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 Concentrated Loads(Ib) Vert:7=82 1=-82 ntinued on oaae 3 -..... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not W a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iri iTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ib Truss Truss Type Qty ,Ply 21367-1S K5948655 367-IS A01-G MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 3 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-mOwNzclo85xxW6TevLOZ8MFQurMVSwgQjI4TUgzSjQF ,OAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48-to-23=31,23=32-to-7=48 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-106-to-23=-56,23=-56-to-7=-106 1)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,14-33=-48(F=-30),8-33=-18 IHorz: 1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-68-to-23=-42,23=-42-to-7=-68 12) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 I Trapezoidal Loads(plf) Vert:1=48-to-23=38,23=38-to-7=48 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ' Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 I Trapezoidal Loads(plf) Vert:1=30-to-23=22,23=22-to-7=30 Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-33=-1(F=9),8-33=-11 IHorz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(lb) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=48-to-23=38,23=38-to-7=48 15) Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-33=-1(F=9),8-33=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=30-to-23=22,23=22-to-7=30 6)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-15=29,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) 17 Vert:1=-88-to-23=-46,23=-46-to-7=-88 )Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-33=-48(F=-30),8-33=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 1 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-104-to-23=-61,23=-61-to-7=-104 18) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 ' Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) IVert:1=-71-to-23=-49,23=-49-to-7=-72 9)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ntinued on oaoe 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i A trek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948655 367-1S A01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 4 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-mOwNzclo85xxW6TevLOZ8MFQurMVSwgQj I4TUgzSjQF LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 I Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-181-to-23=-116,23=-116-to-7=-181 20)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=22,7-16=33,14-33=-59(F=-41),8-33=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(lb) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-153-to-23=-106,23=-106-to-7=-153 1)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-168-to-23=-109,23=-109-to-7=-168 I)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,14-33=-59(F=-41),8-33=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 I Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-179-to-23=-121,23=-121-to-7=-180 23)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 I Uniform Loads(plf) Vert:14-33=-53(F=-35),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 Trapezoidal Loads(plf) Vert:1=-161-to-23=-115,23=-115-to-7=-161 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-582 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 19=-500 Trapezoidal Loads(plf) Vert 1=-71-to-23=-49,23=-49-to-7=-72 3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 21=-500 I Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 1 Concentrated Loads(Ib) Vert:7=82 1=-82 22=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 24=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 ntinued on oaae 5 I ..r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10!03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR*. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948655 367-1S A01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 5 I D:B RY3axW kgv6k2 RkzwE hB9dzj VxF-mOwNzclo85xxW 6TevLOZSM FQu rMVSwgQj I4TUgzSjQ F 1.0AD CASE(S) Standard Concentrated Loads(Ib) Vert:7=82 1=-82 25=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 0)7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 26=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=-418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 12)9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(lb) Vert:7=-418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 3) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 2=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 14) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 3=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 5) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 4=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 36)13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:5=-500 7=82 1=-82 Trapezoidal Loads(plf) , Vert:1=-71-to-23=-49,23=-49-to-7=-72 7) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 6=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 8) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) I Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=-418 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 119) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 27=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 0) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntintied on nano 6 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b 0Truss Truss Type Qty Ply 21367-1S K5948655 367-1S A01-G MONO TRUSS 2 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 6 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-mOwNzclo85xxW6TevLOZ8MFQurMVSwgQjI4TUgzSjQF LOAD CASE(S) Standard Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) IVert:7=82 1=-82 28=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) 1Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 29=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 ,2) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 30=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 3)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 IConcentrated Loads(Ib) Vert:7=82 1=-82 31=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 14)21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 32=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 5)22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:7=82 14=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 13=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 12=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 8)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) iVert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(lb) Vert:7=82 11=-500 1=-82 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 19)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 Concentrated Loads(Ib) Vert:7=82 1=-82 10=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 0)27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 I Concentrated Loads(Ib) Vert:7=82 1=-82 9=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 ntinued on Daae 7 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 1 mm° Design valid for use only with MiTekBi connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-1S K5948655 1367-1S A01-G MONO TRUSS 2 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:34 2019 Page 7 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-mOwNzclo85xxW6TevLOZ8MFQurMVSwgQjl4TUgzSjQF • OAD CASE(S) Standard i1)28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-33=-33(F=-15),8-33=-18 1 Concentrated Loads(Ib) Vert:7=82 1=-82 8=-500 Trapezoidal Loads(plf) Vert:1=-71-to-23=-49,23=-49-to-7=-72 I I I 1 U I I I I I I I 1 I NMIII•11 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek8l connectors.This design is based only upon parameters shown,and is for an individual building component,not ¢ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948656 $3671S A02 MONO TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:36 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-in28OHn3giBflPd10mR1 EnLi5fObwpyiAcZaZYzSjQD I 1 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.1 I 4x6 = 0.25 112 5x12 = 1 5x6 = 3x8 = 3x4 II 3x8 =- 2 3x4 = 3x4 = 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 fi W N lllllli O Ir. �B N N 16 27 15 28 14 29 13 30 12 31 11 32 10 9 i3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 IIlate Offsets(X,Y)— [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CDL 11.0 Rep Stress lncr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CLL 0.0 CDL 9.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- .-'TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400E 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. ITHERS 2x4 DF No.1&Btr EACTIONS. (Ib/size) 10=1334/0-2-8,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-320(LC 8) IIORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/327,1-2=-1750/358,2-3=-4090/779,3-4=4738/891, 4-5=-4181/783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 U EBS 1-15=-354/2036,2-15=-1950/428,2-14=-121/1053,3-14=-794/209,3-13=-268/473, 4-13=-258/482,4-12=-706/178,5-12=-92/897,5-11=-1275/300,6-11=-200/1378, 6-10=-1962/405 OTES- n )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �t(��V P R ��scS' MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right KC exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate \Gj E�GI NE-,& /OA� grip DOL=1.60 C? "V TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 k✓ P Provide adequate drainage to prevent water ponding. 89200PE All plates are MT20 plates unless otherwise indicated. 4.4101.45... --------- 6) / )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyI C?FiEGUN (!f� capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. G/A�f 4 ` 0\b`�1(... 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=244,18=320. r R L`^ This truss has been designed for a moving concentrated load of 250.Olb live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.00 EXPIRES: 2- 1-201 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 9,2019 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Intied onage 2 NI WAR INd.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not aa truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Frei(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-I S K5948656 0367-1S A02 MONO TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:36 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-in28OHn3giBflPd10mR1 EnLi5f0bwpyiAcZaZYzSjQD OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) i Vert:1=-123-to-23=-72 I I I I I I I I I I 1 I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. MIMSminI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 llob Truss Truss Type Qty Ply 21367-1S K5948657 1367-1S AO2P MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Tue Apr 9 10:29:13 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-gjSoJQMoZ5LYgbBDW_etDjC2n14Na2rTJcwlCizSS8K 5-5-8 10-5-8 15-5-8 I 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5 0-0 3-3-8 Scale=1:48.7 I 4x6 = 0.25 12 8x12 = I 1 8x8 = 5x12 = 3x4 H 5x8 = 3x6 = 3x4 = 24 5 25 6 26 7 8 1 19 20 2 21 3 22 23 4 -1111SSI. 18 _ BM Y N 16 27 15 28 14 29 13 30 12 31 11 32 10 9 I3x8 II 8x12 = 3x8 = 8x10 M18SHS = 3x6 = 4x8 = 6x6 II 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 ilPlate Offsets(X,Y)-- [1:0-2-15,0-2-10],[1:0-7-6,0-5-7],[1:0-1-12,0-0-0],[5:0-3-8,0-4-8],[13:0-5-0,0-4-12] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.37 12-13 >906 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.67 12-13 >503 240 M18SHS 220/195 TCDL 11.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.07 10 n/a n/a CLL 0.0 * CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.27 12-13 >999 240 Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, livOT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. 17-18:2x6 DF 1800E 2.1 E,1-15,6-11:2x4 DF No.1&Btr WEBS 1 Row at midpt 6-10 OTHERS 2x4 DF No.1&Btr lifEACTIONS. (lb/size) 10=2471/0-2-8,18=2740/0-5-8 Max Horz 18=158(LC 9) Max Uplift 10=-453(LC 12),18=-525(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ITOP CHORD 16-18=-51/545,1-18=-2646/526,1-19=-3310/645,19-20=-3300/644,2-20=-3298/644, 2-21=-7785/1459,3-21=-7776/1458,3-22=-9180/1706,22-23=-9171/1706, 4-23=-9168/1705,4-24=-8172/1515,5-24=-8164/1515,5-25=-5158/946,6-25=-5150/946, 7-10=-595/59 BOT CHORD 16-27=-188/343,15-27=-188/343,15-28=-1228/6294,14-28=-1228/6294, 14-29=-1717/9070,13-29=-1717/9070,13-30=-1718/9150,12-30=-1718/9150, 12-31=-1331/7124,11-31=-1331/7124,11-32=-597/3182,10-32=-597/3182 EBS 1-15=-650/3630,2-15=-3592/728,2-14=-271/1774,3-14=-1585/367,3-13=-248/514, 4-13=-287/472,4-12=-1231/291,5-12=-197/1324,5-11=-2511/532,6-11=-410/2555, 6-10=-3789/738 �D PRQF _<0LOTES. )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; \GJ :‘,,\GINEkf /(/1,- exposed MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right N.7i R /,- exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ski Igrip DOL=1.60 89200PE SC. TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. .. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide OREGONt(J� will fit between the bottom chord and any other members. 4 ,�� Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify f 4). �' +�0 —� capacity of bearing surface. V 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. R O �1, )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 453 lb uplift at joint 10 and 525 lb uplift at it joint 18. 0)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VI nniuou un Maya c A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t ilmi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ni MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948657 367-1 S AO2P MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Tue Apr 9 10:29:14 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Iv?AW mNQKPUPIImQ4h961xIDXhQcJV5cYGgrl9zSS8J liOTES- 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-152(F=-80),7-8=-152(F=-80),9-16=-18 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-203(F=-80)-to-23=-152(F=-80) $ I I I I I . I I, I I 1 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall mem building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mu 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTP/f Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 II Truss Truss Type Qty Ply 21367-1S K5948658 367-1 S A03 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:40 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-bYHeEfgZjxi4E1 xoFcVzOdVN5GOXsdxl5DXoiJzSjQ9 I 5-5-8 10-5-8 15-5-8 20-5-8 25-5-81 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.1 I 4x6 = 0.25 riY 5x12 = _ 5x6 = 3x8 = 3x4 H 1 3x8 = 3x4 = 22 23 344 24 5 25 6 26 7 8 19 20 2 21 3 _ N. G a 41,, ,, o/1- 2 ollii. �� N 1 ii BR 16 27 15 28 14 29 13 30 12 31 11 32 10 9 I3x6 I I 4x6 = 3x4 = 5x8 M18SHS = 3x4 = 3x6 = 4x8 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 Ilate Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 10 n/a n/a CLL 0.0 I CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400F 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std*Except* 8-9-10 oc bracing:13-14 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr 8-10-10 oc bracing:12-13. THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=160(LC 9) Max Uplift 10=-244(LC 12),18=-320(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 16-18=-102/519,1-18=-1590/327,1-2=-1750/358,2-3=-4090/779,3-4=-4738/891, 4-5=-4181/783,5-6=-2641/488,7-10=-534/55 BOT CHORD 14-15=-672/3320,13-14=-905/4689,12-13=-888/4667,11-12=-680/3607, 10-11=-303/1610 111VEBS 1-15=-354/2036,2-15=-1950/428,2-14=-121/1053,3-14=-794/209,3-13=-268/473, 4-13=-258/482,4-12=-706/178,5-12=-92/897,5-11=-1275/300,6-11=-200/1378, 6-10=-1962/405 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; f n(�® ���� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right (%(` {jt N / exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ej ., �N F'1 OA� grip DOL=1.60 �? V TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0) Provide adequate drainage to prevent water ponding. ^9200P Ct' All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '4i will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Q OREGON <U� Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �L/ `�� 24�©r �. capacity of bearing surface. Y Y 4 r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4se' 0 10=244,18=320. / R i t,..\- 0)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: -31-201 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 9,2019 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. i!3 ntin ed on page 2 -- AW,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mi i"iek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1367-1S Truss Truss Type Qty Ply 21367-1S 11 K5948658 A03 MONO TRUSS 23 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:40 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-bYHeEfgZjxi4E1 xoFcVzOdV N5GOXsdxl5DXoiJzSjQ9 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I I I I 1 I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall RR�q� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948659 367-1 S A03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:46 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QiewVivKJnSEyyOyctcNeulQChQTFTdBT9_6wzzSjQ3 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.4 I 4x6 = 0.25 12 5x12 = 1 5x6 = 1.5G4 1 18 19 2 20 3 21 22 4 23 5 24 6 25 7 8 c 0— '. --/F1.-N-4110 0i`? M N -7'N-r � i�i i �'jyiiiiiiiitijr 6x6 = I 15 26 14 27 13 28 12 29 11 30 10 31 9 5x6 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 Ilate Offsets(X,Y)-- [1:0-6-0,0-3-0],[5:0-3-0,0-3-0],[12:0-3-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 9-10 >743 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 9-10 >340 240 CDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 9-10 >999 240 Weight:132 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 17=250(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 8=-482(LC 68),9=-693(LC 33), 15=-124(LC 78),12=-159(LC 32),14=-113(LC 32),13=-216(LC 32),11=-164(LC I 30),10=-119(LC 30),17=-669(LC 30) Max Gray All reactions 250 lb or less at joint(s)8 except 9=955(LC 68),15=510(LC 83),12=713(LC 86),14=692(LC 84),13=773(LC 85),11=698(LC 87),10=726(LC 88),17=710(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-17=-773/669,1-2=-819/859,2-3=-883/914,3-4=-882/897,4-5=-886/895, 5-6=-925/933,6-7=-1020/996,7-9=-792/311 OT CHORD 14-15=-884/857,13-14=-905/917,12-13=-829/841,11-12=-817/824,10-11=-840/853, 9-10=-863/960 EBS 1-14=-1013/1019,2-14=-1194/1093,2-13=-1172/1115,3-13=-1159/1101, 3-12=-1083/1049,4-12=-1134/1107,4-11=-1071/1054,5-11=-1171/1147, ,Iv PROF 5-10=-1118/1099,6-10=-1161/1129,6-9=-1146/1142 �.��, _`G1NE Ft�s/ NOTES- 04 �� ®� a)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.Il;Exp B;Enclosed; �✓ $� MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right 4 89200 P E exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate _ grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 4 Provide adequate drainage to prevent water ponding. III Cr All plates are 3x4 MT20 unless otherwise indicated. -f7 OREGON�� 4j This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t �y 4 . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 14 r2- tiZli- will fit between the bottom chord and any other members. Bearing at joint(s)8,17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify +�R 4 L�' capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 8,693 lb uplift at EXPIRES: 2-31-201 joint 9,124 lb uplift at joint 15,159 lb uplift at joint 12,113 lb uplift at joint 14,216 lb uplift at joint 13,164 lb uplift at joint 11,119 lb uplift at joint 10 and 669 lb uplift at joint 17. April 9,2019 ntinued nn nage 2 I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tp a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' el(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TMQuality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply21367-1S K5948659 67-1S A03-D MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:46 2019 Page 2 I D:B RY3axW kgv6k2RkzwEh B9dzjVxF-QiewVivKJ nS EyyOyctcN eulQCh QTFTd BT9_6wzzSj Q3 IOTES- This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 12 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The _ design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard IIDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:7-22=-72,7-8=-72,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 I Trapezoidal Loads(plf) Vert:1=-123-to-22=-72 I 1 I I I I I I I II I 1! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. _— Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948660 367-1S A03-G MONO TRUSS 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:47 2019 Page 1 I D:B RY3 ax W kgv6 k2 R kzwE h B 9dzj Vx F-u u C I i2wy44 a 5Z6z8Aa 7cA6l f M 4 rC_p h Ki pj fS PzSj Q2 5-5-8 10-5-8 15-5-8 18-11-6 20-5-8 I 25-5-8 28-9-0 5-5-8 5-0-0 5-0-0 3-5-14 1-6-2 5-0-0 3-3-8 Scale=1:49.4 I 4x6 = 0.25 1I 2 5x12 = 1 3x4 = 3x4 = 1.5x4 5x6 4x6 = 1.5x4 ii 3x6 = 7 27 8 9 1 20 2 21 3 22 23 4 24 5 25 6 26 c .a •1a ` N 111 . ram _ /..i 4111411111111 "IIN- N 1 - Y I 17 28 16 29 15 30 14 31 13 32 12 33 11 10 3x4 II 3x8 = 3x4 = 7x6 = 8x8 = 4x6 = 4x8 I 2-11-8 7-11-8 12-11-8 18-11-6 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-11-14 4-0-2 5-9-8 110 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[6:0-2-4,0-3-0],[13:0-4-0,0-4-4],[14:0-3-0,0-4-12] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.27 13-14 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.50 13-14 >676 240 111CDL 11.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.03 11 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.20 13-14 >999 240 Weight:309 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 11=2841/Mechanical,19=2408/0-5-8 Max Horz 19=157(LC 5) Max Uplift 11=-535(LC 5),19=-464(LC 4) 4 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 17-19=-41/548,1-19=-2308/465,1-2=-2877/565,2-3=-7371/1383,3-4=-9943/1848, 4-5=-11617/2388,5-6=-11611/2388,6-7=-6801/1329,8-11=-539/38 OT CHORD 15-16=-1089/5573,14-15=-1693/8968,13-14=-2168/10808,12-13=-2047/9884, 11-12=-771/3764 IEBS 1-16=-599/3313,2-16=-3292/677,2-15=-349/2190,3-15=-2003/434,3-14=-283/1449, 4-14=-1170/357,4-13=-452/981,6-12=-3973/884,7-12=-782/4020,7-11=4546/918, 5-13=-455/247,6-13=-638/2938 NOTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 10.0 PR F� Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. T` © Q Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. rs Webs connected as follows:2x4-1 row at 0-9-0 oc. .-__Nao f��G'I N�Frg �4(. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ; ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �,92©0 PI17 1, )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; "ct yes V MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. t..) j� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 OREGON*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L- N is, will fit between the bottom chord and any other members. �,0 7 4 V 1�"�" • 8)Refer to girder(s)for truss to truss connections. p �j` )Bearing at joint(s)19 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify tl R t UV^ capacity of bearing surface. 0)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 lb uplift at joint 11 and 464 lb uplift EXPIRES: 2-31-2019 at joint 19. 11)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all April 9,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I ntlnked on page 2 �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,ytiT$k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Qulity Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314af . Corona,CA 92880 I 11b Truss Truss Type Qty Ply 21367-1S 367-1S A03-G MONO TRUSS 1 K5948660 , 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:47 2019 Page 2 I D:B RY3axW kgv6k2RkzwE h B9dzjVxF-uuC l i2wy44a5Z6z8Aa7cA6lfM4rCph KipjfS PzSjQ2 11 OTES- Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord,and 2899 lb down and 748 lb up at 18-11-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-23=-72,8-9=-72,10-17=-18 Concentrated Loads(Ib) IVert:1=-82 13=-2290 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I I I I I I I mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948661 367-1 S ill A03A MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:41 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-3kr1R?rBUEgxrBW_pJOCxr2X9gmObAPSKtGLEmzSjQ8 5-5-8 10-5-8 15-5-8 18-9-14 III 1 5-5-8 5-0-0 5-0-0 3-4-6 Scale:3/8"=1' I 4x6 = 5x12 = 0.25 12 i 1 3x4 = 3x4 = 3x6 = 3x4 II 15 16 2 17 3 18 19 4 20 21 5 31 [ N N 1 J 10 CI ° 12 22 11 23 10 24 9 25 8 3x6 3x6 = 3x4 = 3x4 = 7 5x8 = I 2-11-87-11-8 12-11-8 18-9-14 2-11-8 5-0-0 5-0-0 5-10-6 late Offsets(X,Y)-- 11:0-7-8,0-3-0] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.22 9-10 >980 240 DL 11.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.02 8 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 9-10 >999 240 Weight:88 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-14:2x6 DF 1800E 2.1E,5-8:2x4 DF No.1&Btr OTHERS 2x4 DF No.1&Btr FACTIONS. (lb/size) 8=918/Mechanical,14=1148/0-5-8 Max Horz 14=153(LC 9) Max Uplift 8=-169(LC 12),14=-235(LC 8) tRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 12-14=-106/516,1-14=-1120/243,1-2=-1140/241,2-3=-2234/434,3-4=-1776/331, 5-8=-534/54 T CHORD 10-11=-433/2060,9-10=-447/2271,8-9=-232/1180 WEBS 1-11=-217/1392,2-11=-1170/290,2-10=-115/593,3-10=-321/385,3-9=-710/188, 4-9=-85/956,4-8=-1370/304 ;OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 18-9-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 (2�p P R QF Provide adeq ate drrainage o25.0 sf(flat roof snow);preve t water ponding.gory II;Exp B;Partially Exp.;Ct=1.104 ��t,s74,0 t R ei r`4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C? �� R °/�,. *This truss has been designed for a liveoad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 !� f 8920 17 0PE � will fit between the bottom chord and anyother members. Refer to girder(s)for truss to truss connections. Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • capacity of bearing surface. IProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) yr (� 8=169,14=235. OREGON �G! This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all 4- 4, -N. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2 �7;, -V" 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /O 41 ' V� Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 1 /IMO- 1) 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard EXPIRES: 12-31-2019 April 9,2019 Intinued on oaae 2 t A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 rev.10/03/2015 BEFORE USE. IIIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ia truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948661 367-1 S$ AO3A MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:42 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-XwPPfLsgFYyoTK4BN1XRT2biv35FKdfbYX0unCzSjQ7 OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:5-19=-72,5-6=-72,7-12=-18 IIConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-19=-72 I I I I I 1 I I I I I I I I li! I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �x a • truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing El Mil®k° Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 b Truss Truss Type Qty Ply 21367-15 K5948662 367-1 S AO3A-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:43 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-?7znshsS0s4f5UfNxk3g0G7uKTPE3zDknBlSJezSjQ6 5-5-8 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-5-8 5-0-0 5 0-0 5-0-0 5-0-0 3-3-8 Scale=1:49.1 I 4x6 = 0.25 12 8x12 = IiI 3x6 = 3x4 = 5x6 = 4x6 = 3x4 4x6 = 24 5 25 6 26 7 8 19 20 2 21 3 22 23 4 , WA M r r ''‘,‘IPII,YI r' -1 N,411Prill ��I M 1 ��N`NI ! �I NW C !i a 16 27 15 28 14 29 13 30 12 31 11 32 9 10 3x6 I I 5x8 = 3x6 = 5x8 M18SHS = 3x6 = 3x8 = 6x6 = I 2-11-8 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 2-11-8 5-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)— [1:0-7-4,Edge],[5:0-3-0,0-3-0],[13:0-4-0,0-3-4],[18:0-3-0,0-1-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.28 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(CT) -0.50 12-13 >667 240 M18SHS 220/195 +R_CDL OLL 11.0 * Rep Stress Incr NO WB 0.99 Horz(CT) 0.06 10 n/a n/a CLL 0.0 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.26 12-13 >999 240 Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins, 1-5:2x4 DF 2400F 2.0E except end verticals. OT CHORD 2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing. VEBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr iTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 10=1334/Mechanical,18=1625/0-5-8 Max Horz 18=241(LC 36) Max Uplift 10=-762(LC 39),18=-1013(LC 30) Max Gray 10=1538(LC 24),18=1919(LC 25) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 11 OP CHORD 16-18=-102/519,1-18=-1880/1010,1-2=-2172/1240,2-3=4443/2001,3-4=-5083/2222, 4-5=4564/2063,5-6=-3102/1586,6-7=-948/917,7-10=-534/55 IOT CHORD 15-16=-798/777,14-15=-1849/3625,13-14=-2284/4956,12-13=-2294/4957, 11-12=-1963/3953,10-11=-1339/2160 EBS 1-15=-1475/2600,2-15=-2523/1568,2-14=-1203/1662,3-14=-1454/1253, 3-13=-1012/1075,4-13=-955/1123,4-12=-1247/1087,5-12=-975/1346,5-11=-1721/1146, 6-11=-1018/1811,6-10=-2330/1267 { 110TES- i,,,,0`+� PRQ�`��d')Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; t MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 28-9-0 zone;cantilever left and right �Cj �NGt GIN 't••• /° exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 7 IIgrip DOL=1.60 �✓ )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 89200PE Provide adequate drainage to prevent water ponding. All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. te�t""( REG[} Refer to girder(s)for truss to truss connections. -f7� 4+��` k/� Bearingat'oint s 18 considersparallel tograin value usingANSI/TPI 1 angle tograin formula. Buildingdesigner should verify )' joint(s) 9 9 fY V4, 4- capacity of bearing surface. dif . I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) R RI I 1 10=762,18=1013. 0)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 9,2019 drag loads ssAallong bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. ntlfAk lAlel7V2RMNt9everify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948662 0 367-1 S AO3A-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:43 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-?7znshsSos4f5UfNxk3g0G7uKTPE3zDknBlSJezSjQ6 120TES- )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-16=-18 Concentrated Loads(Ib) IVert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-23=-72 I I I I I I I I I I I I I NOME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948663 367-1S A04 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:49 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-gHK27kxDcigppP7XH?A4FXNvLuQ0Sk3d97CmW IzSjQO II I 5-6-0 10-6-0 15-6-0 20-6-0 I 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25 12 1 5x6 = 3x6 = 3x4 II I 3x6 = 3x4 = 1 17 18 2 19 3 20 21 4 22 5 23 6 7 — ra ..... -iiiNir u; o WNW W W4IP7' n lh N : :T. --1:NAA/Aw‘lir3 .. N_ -N. oc, 1 n I 14 3x6 I I 24 13 25 12 26 11 27 10 3x4 = 28 9 j 3x8 = 5x8 = 3x4 = 8 4x8 = U 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] TCLADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 ICDL 11.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 CLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrill TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. EBS 2x4 DF Stud/Std`Except* 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=1123/0-2-8,16=1390/0-5-8 Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16=-278(LC 8) IORCE (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. S. OP CHORD 14-16=-102/518,1-16=-1360/286,1-2=-1382/288,2-3=-3020/578,3-4=-3118/590, 4-5=-2112/392,6-9=-533/57 BOT CHORD 12-13=-524/2573,11-12=-643/3318,10-11=-537/2817,9-10=-252/1327 EBS 2-13=-1510/347,2-12=-52/799,3-12=-547/159,3-11=-455/237,4-11=-27/666, 4-10=-932/238,5-10=-140/1103,5-9=-1613/342,1-13=-279/1617 lc OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate0 �® P R QF Trip CLLD ASCE 07-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��� -G(1\14.,.„ss/© 3)Provide adequate drainage to prevent water ponding. �i )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 �< *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 89200 P E will fit between the bottom chord and any other members. .., )Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ' 0)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 278 lb uplift at �RE��� � joint 16. G 4." ,`� A. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all /� �' 2- - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R`1-\. I 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-201 9 LOAD CASE(S) Standard April 9,2019 ntinited on naae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!l-7473 rev.1010312015 BEFORE USE. Nunt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I4''i'ek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948663 367-1 S A04 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:49 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gHK27kxDcigppP7XH?A4FXNvLuQ0Sk3d97CmW IzSjQO IAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I I I I I ...... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948664 $3671S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:50 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-ITuQK4yrN?ygQZijrihJokw6BInPBGdmOnyJ3kzSjQ? 5-6-0 I 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.7 I 4x6 = 5x12 = 0.25 12 1 5x6 = 3x4 = 3x4 = 3x4 = 1.5x4 H 1 16 17 2 18 3 19 20 4 21 5 22 6 7 h h h h h e V � a c'I 11: 3E _ Cu : �- �iO�iO�Oi'i'Oi'i'i'i'iii'i'OOOi�Oi�iiO'i'i'i'i'i'i��00i�00i0iiO�0ii0i�0i'Oii�O��'O�pii0ii0iO��O���iip�O����i���O�J����p�OpO��p�04���O��j��0��•pL�Op�pp�O�pp�Op��4�������������������p��`, 3x4 II 3x4 = 3x4 = 3x4 = 6x6 = 13 23 12 24 11 25 10 26 9 27 8 5x6 = I 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-6-0,0-3-0],[4:0-3-0,0-3-0],[11:0-3-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 8-9 >743 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.19 8-9 >341 240 CDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 7 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) -0.00 8-9 >999 240 Weight 111 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 23-4-0 except(jt=length)15=0-5-8. (Ib)- Max Horz 15=244(LC 33) Max Uplift All uplift 100 lb or less at joint(s)except 7=-483(LC 67),8=-693(LC 33),13=-120(LC 76), 11=-214(LC 32),12=-121(LC 32),10=-175(LC 32),9=-119(LC 32),15=-696(LC 30) Max Gray All reactions 250 lb or less at joint(s)7 except 8=955(LC 67),13=511(LC 80),11=773(LC 82), 12=692(LC 81),10=710(LC 83),9=726(LC 84),15=737(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-802/696,1-2=-819/860,2-3=-880/912,3-4=-887/904,4-5=-924/934, It5-6=-1020/996,6-8=-792/310 OT CHORD 12-13=-894/867,11-12=-896/911,10-11=-829/842,9-10=-841/851,8-9=-864/960 EBS 2-12=-1212/1114,2-11=-1192/1135,3-11=-1175/1119,3-10=-1101/1069, 4-10=-1177/1149,4-9=-1114/1098,5-9=-1162/1129,5-8=-1145/1141,1-12=-1028/1035 OTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; c L� P�{QF MWFRS(envelope)gable end zone and C-C Exterior(2)0-74 to 3-74,Interior(1)3-74 to 23-9-8 zone;cantilever left and right � `` 6t,o exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Co GINE n f grip DOL=1.60 �\ �'� hj Q� )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.100 �/ Provide adequate drainage to prevent water ponding. Q 892200 P E 9r-- This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �. will fit between the bottom chord and any other members. --"' 411P—a. p`" )Bearing at joint(s)7,15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I capacity of bearing surface. 9/ OREGON )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 7,693 lb uplift at In I:r !i -17 joint 8,120 lb uplift at joint 13,214 lb uplift at joint 11,121 lb uplift at joint 12,175 lb uplift at joint 10,119 lb uplift at joint 9 and 696 lb '' -}' 1 `�• ,Q� uplift at joint /�p has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all �R R t �^ )This truss .04. Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag EXPIRES: 12-31-2019 loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 9,2019 1 ntinited on owls 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/0312015 BEFORE USE. mitDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPIf Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948664 367-1 S A04-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:51 2019 Page 2 I D:B RY3axW kgv6k2 RkzwEh B9dzjVxF-mfSpYQzT7J4X2j HvPQCYLyS Hxi7ewjswd Rhtb BzSjQ_ OTES- Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-20=-72,6-7=-72,8-13=-18 Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-20=-72 I I I I I I I I I I 1 • HI AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11•7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MFie k' NI 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S I 367-1 S A04-G MONO TRUSS 1 K5948665 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:52 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-FsOBImz5udCNgtr6y7jnt9?XA5aXf6?3r5RQ6dzSjPz 5-6-0 10-6-0 13-11-14 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 3-5-14 1-6-2 5-0 0 3-3.8 Scale=1:40.7 I 4x6 = 5x12 = 0.25 12 5x6 = 1.5x4 H 3x6 = 3x4 = 1.5x4 II 3x8 = 23 7 8 l 18 2 19 3 20 4 21 5 22 6 AIIN.FAIIII el 1' i �_. .. _ �� w (4, n ' 15 24 14 25 13 26 12 27 11 28 819 3x4 II 3x8 = 7x6 = 8x8 = 3x8 = 4x6 = 1 3-0-0 8-0-0 13-11-14 18-0-0 23-9-8 3-0-0 5-0-0 5-11-14 4-0-2 5-9-8 late Offsets(X,Y)-- [1:0-7-4,0-3-0],[5:0-3-0,0-3-0],[12:0-4-0,0-4-4],[13:0-3-0,0-4-8] TCADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.16 12-13 >999 360 MT20 220/195 ICDL 11.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.28 12-13 >972 240 CLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.02 10 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:260 lb FT=20% LUMBER- BRACING- liOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-5-6 oc purlins, OT CHORD 2x6 DF 1800E 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (Ib/size) 10=2460/0-2-8,17=2342/0-5-8 Max Horz 17=152(LC 5) Max Uplift 10=-482(LC 5),17=-453(LC 4) Max Gray 10=2470(LC 15),17=2342(LC 1) IORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 15-17=-41/550,1-17=-2241/455,1-2=-2707/538,2-3=-7013/1394,3-4=-10009/2140, 4-5=-10003/2140,5-6=-5913/1192,7-10=-537/40 BOT CHORD 13-14=-1098/5206,12-13=-1817/8539,11-12=-1841/8549,10-11=-698/3289 rEBS 2-14=-3106/646,2-13=-416/2247,3-13=-1932/487,3-12=412/1688,5-11=-3398/795, 6-11=-698/3476,6-10=-3971/829,1-14=-566/3107,4-12=455/246,5-12=-567/2473 ROTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: ITop chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. c y�� PR ort Webs connected as follows:2x4-1 row at 0-9-0 oc. G N S/ 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to C3 0 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. C . 111)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ��Cf ✓ MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate $9240 P E grip DOL=1.60 s 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide (�(�EGON 4, will fit between the bottom chord and any other members. 4.- \ A. 8)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify is '44- 142P �'� capacity of bearing surface. ,j c?, )Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. -11:3112k- EXPIRES: SCR R t, ` V '0)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 482 lb uplift at joint 10 and 453 lb uplift atjoint ` 17. EXPIRES: 12-31-2019 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the to and/or bottom chord. onti ed onpaoge 2 WAR 1N -Verify sign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948665 367-15 A04-G MONO TRUSS 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:52 2019 Page 2 I D:B RY3axW kgv6 k2RkzwE hB9dzj VxF-FsoB Imz5ud CNgtr6y7j nt9?XA5aXf6?3r5RQ6dzSj Pz OTES- 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord,and 2899 lb down and 748 lb up at 13-11-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-7=-72,7-8=-72,9-15=-18 Concentrated Loads(Ib) Vert:1=-82 12=-2290(F) I Trapezoidal Loads(plf) Vert:1=-123-to-4=-72 I • I I I I I I I i 1 1 I i iIMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not R a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT@�C° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-IS K5948666 $3671S AO4P MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:53 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-j2aZz5jfwLEH1QIWrEOQNYarVtVOWHD4IA e3zSjPy 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0-0 3-3-8 Scale=1:40.4 I 4x6 = 8x12 = 0.2512 I 1 5x8 = 4x8 = 3x4 = 4x12 = 3x4 II I 17 18 2 19 3 20 21 4 22 5 23 6 7 rimemo .. eiie o� ..1111\irin eil I 01111111/11P.r. EMI - ti r Csia I— A 14 3x8 H 24 13 25 12 26 11 27 10 4x6 = 28 9 5x8 = 8x8 = 3x4 = 8 4x6 =- 111 I 3-0-0 8-0-0I 13-0-0 18-0-0 I 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [1:0-7-4,Edge],[4:0-4-0,0-3-0],[12:0-4-0,Edge] 'LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.21 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.37 11-12 >734 240 CDL 11.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.03 9 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.15 11-12 >999 240 Weight:128 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except*0., TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. OT CHORD 2x6 DF 1800F 2.1E EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,1-13:2x4 DF No.1&Btr ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=2061/0-2-8,16=2306/0-5-8 Max Horz 16=152(LC 9) Max Uplift 9=-378(LC 12),16=-447(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-16=-55/539,1-16=-2227/451,1-2=-2451/483,2-3=-5449/1024,3-4=-5748/1072, 4-5=-3920/721,6-9=-581/54 BOT CHORD 13-14=-177/253,12-13=-932/4637,11-12=-1158/6107,10-11=-992/5282,9-10=-474/2522 iVOTES- EBS 2-13=-2728/572,2-12=-130/999,3-12=-848/227,3-11=-554/159,4-11=-75/757, 4-10=-1772/395,5-10=-279/1834,5-9=-3042/600,1-13=-506/2797 1 Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ftl�® PR OFr grip DOL=1.60 ,`�Ti Cs� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 NCj t�C?I N>�fi� f® 3)Provide adequate drainage to prevent water ponding. ,S.D This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0 89200PE "f7` *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. )Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 378 lb uplift at joint 9 and 447 lb uplift atli 4r j7 OREGON Aijoint 16. "57, A_ � 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all /� }' 14 2-°N �'�— panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /' R(� 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. c; I1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 9,2019 OAD CASE(S) Standard I nti e0, ek. nfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see NSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandr Aia,VA 22314 ° . Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948666 367-1 S AO4P MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:53 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-j2aZz5 jfwLEH1Q1WrEOQNYarVtV0WHD4IA_e3zSjPy OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-152(F=-80),6-7=-152(F=-80),8-14=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:i=-203(F=-80)-to-21=-152(F=-80) I I I I I I I I I 1 I 1 I 1 I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mft-7473 rev.10/03/2015 BEFORE USE.Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTQrke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPII Qulify Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. NI aCorona,CA 92880 b Truss Truss Type Qty Ply 21367-1S (367-1 S A05 MONO TRUSS 3 1 K5948667 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:54 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-BE7xAR?LQET5vA?U4YIFya4m4v8B7?IMJPwXBVzSjPx I 5-6-0 10-6-0 15-6-0 20-6-0 23-9-8 5-6-0 5-0-0 5-0-0 5-0 0 3-3-8 Scale=1:40.4 I 4x6 = 5x12 = 0.25I 12 1 5x6 = 3x4 II 3x6 = 3x4 = 3x6 = 1 17 18 2 19 3 20 21 4 22 5 23 6 7 Fe 1 0" 1 N MO 14 3x6 I I 24 x 25 12 26 11 27 10 3x4 = 28 9 3x8 = 5x8 = 3x4 = 8 4x8 = 1 3-0-0 8-0-0 13-0-0 18-0-0 23-9-8 3-0-0 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)— [1:0-7-4,0-3-0],[4:0-3-0,0-3-0],[12:0-4-0,0-3-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.31 11-12 >884 240 CDL 11.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.03 9 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.10 11-12 >999 240 Weight:111 lb FT=20% CDL 9.0 LUMBER- BRACING- I OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 8-12:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,6-9:2x4 DF No.1&Btr ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 9=1123/Mechanical,16=1390/0-5-8 Max Horz 16=155(LC 9) Max Uplift 9=-205(LC 12),16=-278(LC 8) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 14-16=-102/518,1-16=-1360/286,1-2=-1382/288,2-3=-3020/578,3-4=-3118/590, 4-5=-2112/392,6-9=-533/57 BOT CHORD 12-13=-524/2573,11-12=-643/3318,10-11=-537/2817,9-10=-252/1327 EBS 2-13=-1510/347,2-12=-52/799,3-12=-547/159,3-11=455/237,4-11=-27/666, 4-10=-932/238,5-10=-140/1103,5-9=-1613/342,1-13=-279/1617 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; I MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-7-4,Interior(1)3-7-4 to 23-9-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate no® P R Opr grip DOL=1.60 'Cir; Cs'Sy 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 S (.CJ 31 N a - /� 3)Provide adequate drainage to prevent water ponding. '':15) /�. I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 89200P I-- will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyI « - capacity of bearing surface. 0 Cr Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 lb uplift at joint 9 and 278 lb uplift at -57 OREGON 1(/ joint 16. ' 1 ��— ** 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all ''/, -1k 14, 2 '-' P panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 44 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I `4 f R 11.2k- 1) _r1. 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES:RES: -31-20 19 LOAD CASE(S) Standard April 9,2019 ntiniled on nage 2 v ammo A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948667 367-1 S A05 MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:54 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-BE7xAR?LQET5vA?U4YIFya4m4v8B7?IMJPwXBVzSjPx OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:6-21=-72,6-7=-72,8-14=-18 IConcentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-123-to-21=-72 I I I I I I I I I I I I I I I I, WARNING-Verify design parameters and READ NOTES ON TNfS AND tNCLUDED M/TEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. �° Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �a T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing II4 i Te is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component N 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948668 367-1S 0 A06 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:56 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-7dFib70cyrjp9U9tBzoj2?A59jgJbvJfmjPeFOzSjPv 5-2-4 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-2-4 5-3-4 5-0-0 5-0-0 5-0-0 3-3-8 Scale:1/4"=1' I0.25 12 6x6 = 8 3x4 = 5x6 = 3x6 = 3x4 II 4x12 = 3x6 = 1 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 V '‘ IP,....wil ci,i? n M N N 11 : - 1' A/"Nu 17 27 1- EKI6 28 29 14 30 13 31 12 32 11 33 09 _ 15 10 3x6 3x4 3x4 II 3x8 = 5x6 = 3x4 = 3x4 = 4x8 I 2-11-8 i 4-11-8 5i4 7-11-8 12-11-8 17-11-8 22-11-8 28-9-0 I 2-11-8 i 2-0-0 0-2-12 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,Y)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL I 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 CDL 11.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 10 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, IOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr I EACTIONS. (lb/size) 10=1002/0-2-8,15=2016/0-5-8 Max Horz 15=160(LC 9) Max Uplift 10=-184(LC 12),15=-475(LC 8) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-17=-35/518,1-2=-337/979,2-3=-917/941,3-4=-2271/425,4-5=-2512/483, 5-6=-1809/338,7-10=-533/58 BOT CHORD 15-16=-1773/440,14-15=-1773/618 13-14=-351/1740,12-13=-507/2553 11-12=-457/2366,10-11=-223/1165 IVEBS 6-10=1414/306,6-11=-106/1022,5-11=-814/204,5-12=-109/582,4-12=-372/323, 4-13=-594/189,3-13=-105/850,3-14=-1444/362,2-15=-1917/498,2-14=-305/1687, 1-16=-1171/228,2-16=-298/1140 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; I MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 28-9-0 zone;cantilever left and right .‘) PR ® 4. exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�oj�tityG(tV�F� �e©� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �✓� I)Provide adequate drainage to prevent water ponding. 'f7 )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��i d� )*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 10 and 475 lb upliftct at joint 15. OREGON to I)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all ei lir, '�/� 4\D` lc, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r2 -�" 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 'Y! 1 ' �Q I0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �)�R y�,�.• OAD CASE(S) Standard EXPIRES: 12-31-2019 April 9,2019 ntinlwd on none 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Ma 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948668 367-1 S 1111 A06 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:56 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-7dFib70cyrjp9U9tBzoj2?A59jgJbvJfmjPeFOzSjPv IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I I I I I II I Hi 1 11I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek&connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 0 K5948669 367-1S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:57 2019 Page 1 IID:BRY3axWkgv6k2RkzwEhB9dzjVxF-bpp4oT1Ej9rgmek3lgJyaCiGv6AYKMYo?N8BngzSjPu 5-2-4 10-5-8 15-5-8 20-5-8 25-5-8 28-9-0 5-2-4 5-3-4 5-0-0 5-0-0 5-0-0 3-3-8 Scale:1/4"=1' I6x6 = 0.25 12 85x6 = 3x6 = 3x4 II 4x12 = 3x6 = 3x4 = ri . r I 19 20 2 21 3 22 23 4 24 5 25 6 26 7 8 ' i in-% h !_ '^ :. n - M N 17 27 16 28 15 29 14 30 13 31 12 32 11 33 9 10 3x4 = 3x8 = 5x6 = 3x4 = 3x4 = I 3x6 II 3x4 II 4x8 = I 2-11-8 4-11-8 5-2/4 7-11-8 I 12-11-8 17-11-8 22-11-8 28-9-0 I 2-11-8 2-0-0 0-2-12 2-9-4 5-0-0 5-0-0 5-0-0 5-9-8 late Offsets(X,V)-- [5:0-3-0,0-3-0],[13:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.11 12-13 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 12-13 >945 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.04 10 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.08 12 >999 240 Weight:135 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, IOT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 9-13:2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. EBS 2x4 DF Stud/Std*Except* 17-18:2x6 DF 1800F 2.1E,7-10:2x4 DF No.1&Btr IEACTIONS. (lb/size) 10=1002/Mechanical,15=2016/0-5-8 Max Horz 15=160(LC 9) Max Uplift 10=-184(LC 12),15=-475(LC 8) III ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 1-17=-35/518,1-2=-462/979,2-3=-917/941,3-4=-2271/425,4_5=-2512/483, 5-6=-1809/338,7-10=-533/58 OT CHORD 15-16=-1773/660,14-15=-1773/837,13-14=-351/1740,12-13=-507/2553, 11-12=-457/2366,10-11=-223/1165 IEBS 6-10=-1414/306,6-11=-106/1022,5-11=-814/204,5-12=-109/582,4-12=-372/323, 4-13=-594/221,3-13=-139/850,3-14=-1444/362,2-15=-1917/594,2-14=-305/1687, 1-16=-1171/373,2-16=-419/1140 NOTES- I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 28-9-0 zone;cantilever left and right �(�p P �F� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate .`�(, s�r grip DOL=1.60 n 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10N. ���'N �`T f� )Provide adequate drainage to prevent water ponding. LCf �'�r This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .tt 89200 P *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .,; 6)Refer to girder(s)for truss to truss connections. I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 10 and 475 lb uplift at joint 15. OREGON D� t� )Load case(s)4 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of f� �g this truss. d y 14' 2a 9)This truss has been designed for a moving concentrated load of 250.O1b live and 250.01b dead located at all mid panels and at all JF.r 0% panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. +'`R RIO- EXPIRES: `�-` I Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 98 lb up at 0-2-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. E P«ES: 2- 1- 019 LOAD CASE(S) Standard April 9,2019 rawriaiiiv Nisr MEM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. imot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b367-1S Truss Truss Type Oty Ply 21367-1S K5948669 367-1 S A07 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:57 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-bpp4oT1 Ej9rgmek3lgJyaCiGv6AYKMYo?N8BngzSjPu OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:7-23=-72,7-8=-72,9-17=-18 I Concentrated Loads(Ib) Vert:1=-82 Trapezoidal Loads(plf) Vert:1=-126-to-23=-72 I)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:7-23=22,7-8=17,15-17=26,9-15=-11 Horz:1-17=16,1-18=53,1-20=-37,7-20=-31,7-8=-26,7-10=29 Concentrated Loads(Ib) Vert:1=98 I Trapezoidal Loads(plf) Vert:1=39-to-20=36,20=31-to-23=22 I I I I I I I I I I ter. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Nit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948670 1367-IS B01 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:58 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-3?NS0p2sUTzXOoJGJOgB7QFRHWXB3mSyE1ulKHzSjPt I 1 3-6-8 3-6-8 I 8-6-8 5-0-0 I 13-6-8 5-0-0 1 18-6-8 5-0-0 23-6-8 5-0-0 29-0-0 5-5-8 1 Scale=1:51.0 I 4x6 = 0.25 12 4x6 = 1 4x8 = 5x6 = 8x12 = 4x8 = 3x4 = 3x4 = 4x6 = 1 1 19 2 20 3 21 4 22 5 23 24 6 25 T n os6/ w 16 N I CD o vS B. KZ I 18 4 I 14 26 13 27 12 28 11 29 10 30 9 31 8x8 — 4x6 = 3x4 = 5x8 M18SHS = 3x6 = 6x6 = 3x6 I 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 1 29-0-0 1 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-3-4],[7:0-3-12,Edge],[11:0-4-0,0-3-4],[14:Edge,0-3-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.22 11-12 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.41 11-12 >820 240 M18SHS 220/195 CDL 11.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.04 18 n/a n/a CLL 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.16 11-12 >999 240 Weight:147 lb FT=20% CDL LUMBER- BRACING- itOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins, 3-7:2x4 DF 2400F 2.0E except end verticals. OT CHORD 2x4 DF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-17,16-18:2x6 DF 1800F 2.1E ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 17=2121/0-5-8,18=2121/0-5-8 Max Horz 17=161(LC 9) Max Uplift 17=-412(LC 8),18=-380(LC 12) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 14-17=-341/1901,1-17=-588/81,2-3=-3345/636,3-4=-4702/892,4-5=-4741/899, 5-6=-3667/702,6-7=-1424/292,8-18=-105/519,7-18=-2088/382 BOT CHORD 13-14=419/2217,12-13=-801/4326,11-12=-916/4969,10-11=-812/4431,9-10=-518/2837 IEBS 7-9=-373/2172,6-9=-2186/451,6-10=-185/1265,5-10=-1160/262,5-11=-39/644, 4-11=466/158,4-12=-488/144,3-12=-59/673,3-13=-1427/325,2-13=-246/1583, 2-14=-2850/566 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-6-8,Interior(1)3-6-8 to 28-4-12 zone;cantilever left and right PR Op. `so-,exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate L grip DOL=1.60 �?1NE / c, 0.4 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;PartiallyExp.;Ct=1.10 . ), 9 rY C? )Provide adequate drainage to prevent water ponding.! '` ill All plates are MT20 plates unless otherwise indicated. 89200PE This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' t' *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide440P will fit between the bottom chord and any other members. I)Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyCI CC capacity of bearing surface. 7OREGON 40Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 lb uplift at joint 17 and 380 lb uplift 1- N Xa, at joint 18. .® "4/}' 74 Z0 4 9)This truss has been designed for a moving concentrated load of 250.Oib live and 250.OIb dead located at all mid panels and at all `l ' 'yp` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' �es 7 R t `• 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES; 12-31-2019 LOAD CASE(S) Standard April 9,2019 ntintted on nem 2 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M/Tek. mit 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948670 1[67-1S 601 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:49:58 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-3?NS0p2sUTzXOoJGJOgB7QFRHWXB3mSyE1 u1KHzSjPt 1AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:3-23=-112(F=-40),8-14=-18 111 Trapezoidal Loads(plf) Vert:1=-192(F=-40)-to-3=-111(F=-40),23=-112(F=-40)-to-7=-192(F=-40) 1 I p I I I •I 1 I I I I I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i1AiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component N 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948671 367-1S 801-G MONO TRUSS 2 I 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-GOVCRV4604DFd5TeQpsfCrKuYKGFXkyFhLNr09zSjPr 3-6-8 8-6-8 13-6-8 I 18-6-8 23-6-8 29-0-0 3-6-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:51.1 I 4x6 = 0.25 12 4x6 = 1 4x8 = 5x12 = 5x6 = 3x4 = 3x4 = 3x6 = 4x6 = 24 6 25 7— I I 19 2 20 3 21 4 22 23 5 16 olirvaCVM ,.....17 zrs\NIIW\Ilrd /\ Ell en I 0 1 - G ,� � 18 c, 14 26 13 27 12 28 11 29 10 30 9 31 8 32 I 3x6 = 3x4 = 5x6 = 3x4 = 4x6 = 4x8 = 1.5x4 H 1 6-0-8 11-0-8 16-0-8 21-0-8 26-0-8 29-0-0 6-0-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-3-0],[7:0-4-0,0-3-0],[11:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.18 11-12 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.33 11-12 >999 240 CDL 11.0 Rep Stress lncr NO WB 0.70 Horz(CT) 0.03 18 n/a n/a CLL 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.14 11-12 >999 240 Weight 293 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins, IOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-17,16-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 17=3001/0-5-8,18=2835/0-5-8 Max Horz 17=161(LC 11) Max Uplift 17=-617(LC 8),18=-651(LC 12) Max Gray 17=3004(LC 22),18=2835(LC 1) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 14-17=-531/2703,1-17=-623/97,2-3=-4843/988,3-4=-6866/1397,4-5=-6946/1413, 5-6=-5343/1094,6-7=-2052/441,8-18=-101/524,7-18=-2790/649 BOT CHORD 13-14=-657/3080,12-13=-1246/6248,11-12=-1436/7208,10-11=-1278/6445, 9-10=-794/4029 /EBS 7-9=-612/3187,6-9=-3054/649,6-10=-361/2005,5-10=-1672/375,5-11=-111/770, 4-11=489/134,4-12=-540/152,3-12=-145/887,3-13=-2039/461,2-13=-458/2481, 2-14=-3954/822 O-pS- �` P R t t1 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: o) Op Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. <{, is Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. e`C-•� ��C? N �� /� Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered a uall a lied to all lies exce t if noted as front(F)or back(B)face in the LOAD CASE(S)section.Plyto �✓ q Y PP P P .7 I ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 892OOPE Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-7-4 to 3-6-8,Interior(1)3-6-8 to 28-4-12 zone;cantilever left and right d ,,gile1 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I ) 4._OREGON Provide adequate drainage to prevent water ponding. IIPProvide N k 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i0 '9) 14, '-d � " . `�" 4 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I,( 'ej will fit between the bottom chord and any other members. ,-R1310- )Bearing at joint(s)17,18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12-31-2019 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 617 lb uplift at joint 17 and 651 lb uplift at joint 18. April 9,2019 ntinued on Daae 2 mil A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Fre k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948671 I1367-1S B01-G MONO TRUSS 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-OOVCRV4604DFd5TeQpsfCrKuYKGFXkyFhLNrO9zSjPr OTES- Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44, 45,46,47,48,49,50,51 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 11)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. lt4)Girder carries tie-in span(s):4-0-0 from 0-0-0 to 28-1-0 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 0-2-12,and 82 lb up at 28-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11 AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14-32=-53(F=-35),8-32=-18 Concentrated Loads(Ib) Vert:1=-82 7=82 Trapezoidal Loads(plf) Vert:1=-183(F=-60)-to-22=-132(F=-60),22=-132(F=-60)-to-7=-183(F=-60) 2)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:14-32=-48(F=-30),8-32=-18 I Concentrated Loads(Ib) Vert:1=-71 7=82 Trapezoidal Loads(plf) Vert:1=-155(F=-52)-to-22=-111(F=-52),22=-111(F=-52)-to-7=-155(F=-52) Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-53(F=-15),8-32=-38 Concentrated Loads(lb) Vert:1=-55 7=82 0 Trapezoidal Loads(plf) Vert:1=-96(F=-40)-to-22=-62(F=-40),22=-62(F=-40)-to-7=-96(F=-40) Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) IVert:1-15=-53,7-16=-46,14-32=-1(F=9),8-32=-11 Horz:1-14=16,1-15=53,1-2=-37,2-7=-31,7-8=29,7-16=46 Concentrated Loads(Ib) Vert:1=16 7=82 Trapezoidal Loads(plf) Vert:1=50(F=12)-to-2=48(F=12),2=42(F=12)-to-22=34(F=12),22=34(F=12)-to-7=44(F=12) Il)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=48,14-32=-1(F=9),8-32=-11 Horz:1-14=-29,1-15=-46,1-7=-31,7-8=-16,7-16=-48 IConcentrated Loads(Ib) Vert:1=11 7=82 Trapezoidal Loads(pit) Vert:1=37(F=8)-to-22=30(F=8),22=30(F=8)-to-7=37(F=8) 6'Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 IUniform Loads(plf) Vert:1-15=-30,7-16=-46,14-32=-48(F=-30),8-32=-18 Horz:1-14=-19,1-15=30,1-7=11,7-8=-26,7-16=46 Concentrated Loads(lb) Vert:1=-63 7=82 I Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),22=-79(F=-46)-to-7=-119(F=-46) Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=46,7-16=30,14-32=-48(F=-30),8-32=-18 Horz:1-14=26,1-15=-46,1-7=11,7-8=19,7-16=-30 Concentrated Loads(Ib) Vert:1=-63 7=82 Trapezoidal Loads(plf) Vert:1=-119(F=-46)-to-22=-79(F=-46),22=-79(F=-46)-to-7=-119(F=-46) �)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,7-16=-29,14-32=-1(F=9),8-32=-11 Horz:1-14=15,1-15=43,1-7=-36,7-8=19,7-16=29 Concentrated Loads(Ib) IVert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),22=38(F=11)-to-7=48(F=11) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,14-32=-1(F=9),8-32=-11 Horz:1-14=-19,1-15=-29,1-7=-20,7-8=-15,7-16=-43 I Concentrated Loads(Ib) Vert:1=27 7=82 riiiiiiiiiiip MEMmiI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I Truss Truss Type Qty Ply 21367-1S K5948671 367-1S B01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 3 I D:B RY3axW kgv6k2RkzwE hB9dzjVxF-OOVCRV4604D Fd5TeQpsfCrKuYKG FXkyFhLN rO9zSj Pr 11 IOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=48(F=20)-to-22=32(F=20),22=32(F=20)-to-7=48(F=20) 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=-43,7-16=-29,14-32=-48(F=-30),8-32=-18 Horz:1-14=25,1-15=43,1-7=-25,7-8=9,7-16=29 Concentrated Loads(Ib) Vert:1=-81 7=82 1111 Trapezoidal Loads(plf) Vert:1=-106(F=-59)-to-22=-56(F=-59),22=-56(F=-59)-to-7=-106(F=-59) 1)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=43,14-32=-48(F=-30),8-32=-18 Horz:1-14=-9,1-15=-29,1-7=-10,7-8=-25,7-16=-43 Concentrated Loads(Ib) Vert:1=-41 7=82 Trapezoidal Loads(plf) Vert:1=-68(F=-30)-to-22=-42(F=-30),22=-42(F=-30)-to-7=-68(F=-30) Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-32=-1(F=9),8-32=-11 Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) 111 Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),22=38(F=11)-to-7=48(F=11) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 i Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-32=-1(F=9),8-32=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 II Trapezoidal Loads(pit) Vert:1=30(F=10)-to-22=22(F=10),22=22(F=10)-to-7=30(F=10) Dead+0.6 MWFRS Wind(Pos.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-32=-1(F=9),8-32=-11 I Horz:1-14=12,1-15=-29,1-7=-36,7-8=17,7-16=29 Concentrated Loads(Ib) Vert:1=15 7=82 Trapezoidal Loads(plf) Vert:1=48(F=11)-to-22=38(F=11),22=38(F=11)-to-7=48(F=11) 5)Dead+0.6 MWFRS Wind(Pos.Internal)4th Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-32=-1(F=9),8-32=-11 Horz:1-14=-17,1-15=-29,1-7=-20,7-8=-12,7-16=29 Concentrated Loads(Ib) Vert:1=14 7=82 Trapezoidal Loads(plf) Vert:1=30(F=10)-to-22=22(F=10),22=22(F=10)-to-7=30(F=10) 16)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) I Vert:1-15=29,7-16=-29,14-32=-48(F=-30),8-32=-18 Horz:1-14=23,1-15=-29,1-7=-25,7-8=7,7-16=29 Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-88(F=-49)-to-22=-46(F=-49),22=-46(F=-49)-to-7=-88(F=-49) 7)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=29,7-16=-29,14-32=-48(F=-30),8-32=-18 Horz:1-14=-7,1-15=-29,1-7=-10,7-8=-23,7-16=29 I Concentrated Loads(Ib) Vert:1=-68 7=82 Trapezoidal Loads(plf) Vert:1=-104(F=-49)-to-22=-61(F=-49),22=-61(F=-49)-to-7=-104(F=-49) 18)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 I Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 ft ntinued on oaae 4 I MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.1010312015 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Ibuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948671 367-1S B01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 4 I D:BRY3axW kgv6k2RkzwEh B9dzjVxF-0OVC RV4604D Fd5TeQpsfCrKuYKG FXkyFhLN rO9zSj Pr IOAD CASE(S) Standard Uniform Loads(plf) Vert:1-15=-33,7-16=-22,14-32=-59(F=-41),8-32=-18 Horz:1-14=19,1-15=33,1-7=-19,7-8=6,7-16=22 Concentrated Loads(Ib) Vert:1=-104 7=82 Trapezoidal Loads(plf) Vert:1=-181(F=-76)-to-22=-116(F=-76),22=-116(F=-76)-to-7=-181(F=-76) -0)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=33,14-32=-59(F=-41),8-32=-18 Horz:1-14=-6,1-15=-22,1-7=-8,7-8=-19,7-16=-33 Concentrated Loads(Ib) 0Vert:1=-74 7=82 Trapezoidal Loads(plf) Vert:1=-153(F=-54)-to-22=-106(F=-54),22=-106(F=-54)-to-7=-153(F=-54) 1)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,14-32=-59(F=-41),8-32=-18 IHorz:1-14=17,1-15=-22,1-7=-19,7-8=5,7-16=22 Concentrated Loads(Ib) 11 Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-168(F=-69)-to-22=-109(F=-69),22=-109(F=-69)-to-7=-168(F=-69) '2)Dead+0.75 Snow(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-15=22,7-16=-22,14-32=-59(F=-41),8-32=-18 Horz:1-14=-5,1-15=-22,1-7=-8,7-8=-17,7-16=22 Concentrated Loads(Ib) Vert:1=-94 7=82 Trapezoidal Loads(plf) Vert:1=-179(F=-69)-to-22=-121(F=-69),22=-121(F=-69)-to-7=-180(F=-69) 23) Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 11 Uniform Loads(plf) Vert:14-32=-53(F=-35),8-32=-18 Concentrated Loads(Ib) Vert:1=-73 7=82 Trapezoidal Loads(plf) 114 Vert:1=-161(F=-53)-to-22=-115(F=-53),22=-115(F=-53)-to-7=-161(F=-53) 1st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) 4 Vert:1=-536 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 5)2nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 19=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) )3rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 20=-500 ITrapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 7)4th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 IConcentrated Loads(Ib) Vert:1=-36 7=82 21=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 28)5th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 IUniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 23=-500 Trapezoidal Loads(plf) IVert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 6th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 tillaiiiiifiV ) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1ilekY is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss 601-G Truss Type MONO TRUSS Qty Ply 21367-IS K5948671 367-1S 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 5 10 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OOVCRV4604DFd5TeQpsfCrKUYKGFXkyFhLNrO9zSjPr AD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-36 7=82 24=-500 Trapezoidal Loads(plf) 110 Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 7th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 25=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 31)8th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-332=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 1 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 9th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(lb) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) J ) 10th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(lb) Vert:1=-36 7=82 2=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) ) 11th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 3=-500 15 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 12th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 I Concentrated Loads(Ib) Vert:1=-36 7=82 4=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 36) 13th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 I Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 5=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 7) 14th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ' Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 6=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 38) 15th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=-418 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 16th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 26=-500 ITrapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 17th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 ntinued on oaae 6 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MI building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S O K5948671 367-1S B01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 6 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-0OVCRV4604DFd5TeQpsfCrKuYKGFXkyFhLNrO9zSjPr OAD CASE(S) Standard Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 27=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 41) 18th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 28=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 2) 19th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 29=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 3)20th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 30=-500 - Trapezoidal Loads(pit) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) )21st Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(lb) Vert:1=-36 7=82 31=-500 15 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 22nd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 I Concentrated Loads(Ib) Vert:1=-36 14=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 46)23rd Moving Load:Lumber Increase=1.25,Plate Increase=1.25 1 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 13=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 7)24th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 12=-500 1 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 48)25th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) IVert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 11=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) 19)26th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 Concentrated Loads(Ib) Vert:1=-36 7=82 10=-500 Trapezoidal Loads(pit) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=49(F=-27)-to-7=-72(F=-27) 27th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 IConcentrated Loads(Ib) Vert:1=-36 7=82 9=-500 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) !ntin' ed on nave 7 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314a.lity Criteria,DSB-89 and BCS/Building Component MiTek' Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948671 367-1S B01-G MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:00 2019 Page 7 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-OOVCRV4604DFd5TeQpsfCrKuYKGFXkyFhLNrO9zSjPr 1111AD CASE(S) Standard 28th Moving Load:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14-32=-33(F=-15),8-32=-18 IConcentrated Loads(Ib) Vert:1=-36 8=-500 7=82 Trapezoidal Loads(plf) Vert:1=-71(F=-27)-to-22=-49(F=-27),22=-49(F=-27)-to-7=-72(F=-27) I I I I I I I lir 1 I • I I I 1, N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall & building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948672 $3671S B02 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:01 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Ua2aer4knOL6FF1q_WNuk2tyNkaIGA2Ow 6PxczSjPq 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x12 = 3x4 II 3x8 = 5x6 = 3x4 = 3x4 = 3x6 = , 12 19 3 20 4 21 5 22 23 6 24 7 25 8 n 0 17 = N M Q) e ,N O M C A/NI WV \ C 1 /AL/A\ �� O 18 ld Ma4. 8� G B 26 14 27 13 28 12 29 11 30 10 31 16 15 4x8 = 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 II I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 Ite Offsets(X,Y)- [4:0-3-0.0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] TC LiDING (psf) 5 0-0 5-0-0 5-0-0 2-11-8 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 CLL 0.0 Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% LUMBER- BRACING- siOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/0-2-8,18=1625/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=-250(LC 8),18=-284(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 IEBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/241,5-13=-458/176,4-13=-47/641,4-14=-1008/247,3-14=-163/1159, 3-15=-1834/384 NOTES- Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right qc© PR Ofi� exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate .c s,0 grip DOL=1.60 CO G(NE i' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �? �N �•1 6)2 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 89200PE r*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ✓ 41. ''' ''''' 6)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i Icapacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. OREGON tj/� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 15 and 284 lb uplift G 7J N. at joint 18. S 20 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all Q 11 7 r ie.. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. / �R f�� Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 2-31' 019 April 9,2019 AD CASE(S) Standard :tiNFIRAN994.„ydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek6 connectors.This design is based only upon parameters shown,and is for an individual building component,not ; a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k" 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • b Truss Truss Type Qty Ply21367-1 S K5948672 67-1S B02 MONO TRUSS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:01 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Ua2aer4knOL6FF1q_WNuk2tyNkaIGA2Ow_6PxczSjPq OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 I Concentrated Loads(lb) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I li 1 1 I 1 I I I I I I •I Iii owlA wARNtNG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTie k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948673 0,367-1S B02-G MONO TRUSS 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:03 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QzAL3W6?J?bgUZBD6xQMgTySIXJPk27hNIbV?UzSjPo 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.2 1 0.25[Ti' 4x6 = = 8x10 = 11 3x4 II 4x8 = 7x63x4 = 3x4 = 3x4 = 1 2 19 3 20 4 21 22 5 23 24 6 25 7 26 17 CV ,N m 18 to 16 15 27 14 28 29 13 30 12 31 11 32 10 33 9 7x6 = 3x4 = 7x6 = 3x4 = 3x6 = 4x6 = 3x4 II I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[8:0-2-4,0-4-0],[12:0-3-0,0-4-8] TCADING (Ps2 25.0 0SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.12 13 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.21 13-14 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.04 18 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.09 13-14 >999 240 Weight:362 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=3272/0-2-8,18=2257/0-5-8 Max Horz 15=125(LC 5) Max Uplift 15=-656(LC 5),18=-400(LC 8) Max Gray 15=3347(LC 15),18=2257(LC 1) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-15=-611/47,3-4=-7285/1506,4-5=-7965/1525,5-6=-6568/1220,6-7=-4540/860, 7-8=-1631/340,9-18=-69/531,8-18=-2195/398 BOT CHORD 14-15=-947/4161,13-14=-1700/8055,12-13=-1417/7420,11-12=-1034/5717, 10-11=-596/3294 'EBS 8-10=-411/2412,7-10=-2482/500,7-11=-283/1844,6-11=-1722/360,6-12=-267/1373, 5-12=-1391/377,5-13=-260/977,4-13=-185/485,4-14=-1311/306,3-14=-874/4313, 3-15=-5111/1053 OTES- 4.1:0 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,��`` PR OPE' Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. – GI I'J /0 Webs connected as follows:2x4-1 row at 0-9-0 oc. A- All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ''4f v-f7� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200 P E Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ,...„01.111".—,, grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 In Provide adequate drainage to prevent water ponding. 7OREGON t(/ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f- 2j �� 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide "/ 4 Y 14 f 'ZU will fit between the bottom chord and any other members. /4 Q` IBearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 'ER R i t`, capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. EXPIRES: 2-31-201 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 656 lb uplift at joint 15 and 400 lb uplift at joint 18. April 9,2019 ntirnted on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE frtff-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Ni is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. elm Criteria,OSB-89 and BCS/Building Component Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948673 0367-1S B02-G MONO TRUSS 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:03 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QzAL3W6?J?bgUZBD6xQMgTySIXJPk27hNIbV?UzSjPo 1110TES- 1) This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 9-2-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 1988 lb down and 513 lb up at 5-9-0,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-23=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 14=-1570(F)21=-500(F)29=-500(F) I Trapezoidal Loads(plf) Vert:23=-72-to-8=-123 I I I I 1 I I I I I I I / I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948674 p367-1 S 602-GD MONO TRUSS 1 2 L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:05 2019 Page 1 ii I I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-MMI5UC7FgcrXktLcDMSgvu2geL5KC6O_rc4c4NzSjPm 3-3-8 8-3-8 13-3 8 18-3-8 l 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5 8 Scale=1:48.8 1 0.25 12 4x6 = 5x12 = 7x6 = I 19 4 20 21 5 22 23 6 24 7 25 1 2 18 3 16 ri „ ' N �� r 9M i ,N M C li O C iraAlliAlksillilL9- 17 9 4x4 = •4•�r•Ji'rOJi'i��i�'� 04400���Ji000�4��0��4JO���OJ000��4J04��04���JO�G�00��i`-�''��OJJi��'OOJ�� J�J�'��J��Di �004�400�0�0'�'�O�OO�J4�OJi•OJi� ilit���wR►!�!�!�!�!�!�S!�S!�!�l�S!�!�l�l�SSI�OOSSI�!Psl�4l�l�Al�l�l�SOI�SOAI�I�I�I�Slgsl�Al�2�l�1�2�1�1�2�1�1�1�1�2i!�!�!�!�!�2�1�!�2�2�52�1�2�2�52�2�2�1�52�2�52�!�2�52�2�2�52�2�2�02�501�2�1�1�1�1�1�!�2��!�2�2�!�2�52 1 15 26 14 27 28 13 29 12 30 11 31 10 32 9 7x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5 0-0 5-0-0 5-0 0 5-0-0 2-11 8 late Offsets(X,Y)— [4:0-3-0,0-4-8],[12:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 5-0-0 GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 14-15 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 9 n/a n/a CLL 0.0 CDL 9.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:362 lb FT=20% LUMBER- BRACING- P CHORD 2x6 DF 1800F 2.1E TE TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E EBS 2x4 DF Stud/Std*Except* except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 1=207(LC 25) Max Uplift All uplift 100 lb or less at joint(s)10 except 15=-749(LC 30),1=-219(LC 56),12=-138(LC 22),9=-107(LC 75),11=-172(LC 22),13=-288(LC 24), 14=-712(LC 24),17=-860(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 15=793(LC 43),1=493(LC 54),12=699(LC 80),9=512(LC 83),10=689(LC 82),11=768(LC 81),13=1235(LC ,11 47),14=2834(LC 47),17=937(LC 26) tORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P CHORD 2-15=-501/119,2-3=-1009/969,3-4=-842/822,4-5=-866/855,5-6=-877/862, 6-7=-873/841,7-8=-855/843,8-17=-937/860 T CHORD 14-15=-819/946,13-14=-899/990,12-13=-846/854,11-12=-877/856,10-11=-900/907, 9-10=-714/710 IEBS 8-10=-1044/1044,7-10=-1213/1180,7-11=-1283/1268,6-11=-1153/1167, 6-12=-1206/1217,5-12=-1161/1167,5-13=-1220/1214,4-13=-1390/1231, 01.0 P R Q fi. 4-14=-1416/1266,3-14=-1075/1124,3-15=-1176/1193 \<C, �G'N � tS S/® NOTES- C? *c R 1, 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: t� "�f Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. f-T�200 P E Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to s ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. I Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; OREGON �C MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate li grip DOL=1.60 / -de 14 s 2') 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 j� + ire, Provide adequate drainage to prevent water ponding. C R(t All plates are 3x4 MT20 unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 2-31-ZQ g *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 9,2019 ntimted nn nane 2 ME MNA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek5l connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b0Truss Truss Type Qty Ply 21367-1S K5948674 67-1S B02-GD MONO TRUSS 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:05 2019 Page 2 I D:B RY3axW kgv6 k2RkzwEh B9dzj VxF-M M I5 UC7FgcrXktLcD MSgvu2geL5KC6O_rc4c4NzSj Pm TES- 1 Bearing 0 Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb)15=749,1=219,12=138,9=107, 11=172,13=288,14=712,17=860. 12 1)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at 9-2-12,and 104 lb down and 27 lb up at 28-6-4 on top chord,and 1988 lb down and 513 lb up at 5-9-0,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 14=-1570(F)20=-500(F)28=-500(F) I Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I 1 I I I I I 1A t mit WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI47473 rev.10/03/2015 BEFORE USE. i Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingI %°° ` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948675 $3671S 602-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:06 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-gYsThY8tbwzOLOwon3z3R6awolMmxTt74GgAcpzSjPl i I 2-5-0 7-5-0 12-5-0 17-5-0 22-10-8 2-5-0 5-0-0 5-0-0 5-0 0 5-5-8 Scale=1:39.5 1 0.25 12 3x8 = 8x12 = 3x4 II 7x6 3x4 = 3x4 = 3x6 = I j1 2 17 3 1819 20 4 21 22 5 23 6 24 r 0 15 . 1 141 i wo, ,,1,vg 1 Fr;1 monN O M W N i th r ISI ` 9 Y r �. an 16 0 1 25 26 12 27 11 28 10 29 9 30 8 14 13 4x8 = 3x6 = 7x6 = 3x4 = 4x4 = 3x8 H I 4-11-0 9-11-0 _ 14-11-0 19-11-0 22-10-8 4-11-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [3:0-3-0,0-4-8],[7:0-2-0,0-4-0],[11:0-3-0,0-4-8] TCLL ADING ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 10-11 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.12 10-11 >999 240 CLL 0.0 Rep Stress Ina NO WB 0.61 Horz(CT) 0.02 16 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 11 >999 240 Weight:148 lb FT=20% LUMBER- BRACING- itOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16,7-8:2x6 DF 1800F 2.1E EACTIONS. (lb/size) 13=1939/Mechanical,16=1479/0-5-8 Max Horz 13=125(LC 9) Max Uplift 13=-363(LC 8),16=-253(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. itOP CHORD 2-13=-550/120,3-4=-2536/447,4-5=2914/540,5-6=-2428/467,6-7=-952/214, 8-16=-80/530,7-16=-1419/249 OT CHORD 12-13=-370/1589,11-12=-509/2943,10-11=-501/2850,9-10=-340/1913 EBS 7-9=-220/1385,6-9=-1437/305,6-10=-81/842,5-10=-636/156,5-11=-204/394, 4-11=-229/368,4-12=-672/175,3-12=-198/1307,3-13=-2334/471 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 22-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Igrip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ��t G� PR��`�t� )Provide adequate drainage to prevent water ponding. GG. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \Cj >AGANEF,,c, /O 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 7 s� will fit between the bottom chord and any other members. <Cf P -�! 111 )Refer to girder(s)for truss to truss connections. C" )Bearing at joint(s)16 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify , f capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) I13=363,16=253. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at allOREGON 4/CC panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4- � 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /6 --1)" \t", 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at A. ' 0.•3-4-4,and 104 lb down and 27 lb up at 22-7-12 on top chord,and 633 lb down and 163 lb up at 3-4-4 on bottom chord. The FR R 11.\-' Idesign/selection of such connection device(s)is the responsibility of others. 2)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 9,2019 lo A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR*. Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948675 1367-1S 602-MS MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:06 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gYsThY8tbwzOLOwon3z3R6awolMmxTt74GgAcpzSjPl OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-21=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 19=-500(F)26=-500(F) Trapezoidal Loads(plf) Vert:21=-72-to-7=-123 I I I I I I I I I I I I I I r.. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 367-1S Truss 602P Truss Type MONO TRUSS Qty Ply 21367-1S 1 1K5948676 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:08 2019 Page 1 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-nx_E6EA77XD6bK4BuU?XXXgAPYzmPHeQXaJGgizSjPj 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 8x12 = 3x4 5x8 = 5x8 = 3x4 = 3x6 = 5x6 = 24 7 25 U 12 19 3 20 4 21 5 22 23 6 0 4••4 zun\I 4 ii rA i i iA6 17 NOFF51 Ar.N r M C i ir N �� - Ali Z TO _= 16 IQ 8 26 14 27 13 28 12 29 11 30 10 31 16 15 g 6x6 = 4x6 = 3x4 = 8x10 M18SHS = 4x6 = 5x8 = 3x8 I1 I 5-9-8 10-9-8 15-9-8I 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5 0-0 2-11-8 Offsets(X,Y)-- [4:0-4-0,0-3-0],[8:0-3-12,Edge],[10:0-3-4,0-2-8],[12:0-5-0,0-4-8] Ite ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.25 12-13 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.45 12-13 >745 240 M18SHS 220/195 CDL 11.0 Rep Stress!nor NO WB 0.91 Horz(CT) 0.05 18 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.18 12-13 >999 240 Weight:161 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std"Except* BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. 17-18:2x6 DF 1800F 2.1 E,8-10:2x4 DF No.1&Btr WEBS 1 Row at midpt 3-15 OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=2471/0-2-8,18=2740/0-5-8 Max Horz 15=125(LC 11) Max Uplift 15=-458(LC 8),18=-525(LC 9) 0 ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-618/55,3-4=-4259/759,4-5=-6155/1129,5-6=-6304/1169,6-7=-4880/920, 7-8=-1871/381,9-18=-74/529,8-18=-2681/519 OT CHORD 14-15=-564/2763,13-14=-1017/5608,12-13=-1186/6581,11-12=-1074/5942, 10-11=-705/3763 gEBS 8-10=-485/2816,7-10=-2877/572,7-11=-253/1674,6-11=-1587/334,6-12=-44/676, 5-12=-500/126,5-13=-631/171,4-13=-102/775,4-14=-1925/418,3-14=-325/2070, 3-15=-3481/681 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; f� MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right c TD PROP ed p ;endvertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �;, exposed n i�. s 2) Co TCLLL:ASCE rip DOL=1.677-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ‘AGI N '7 �i®r I)Provide adequate drainage to prevent water ponding. �G' 9C" All plates are MT20 plates unless otherwise indicated. 89200 P E This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , will fit between the bottom chord and any other members. Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify I y capacity of bearing surface. 7 OREGO <d/� Provide mechanical connection(by others)of truss to bearing plate at joint(s)15. G Ir Nt" 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <A 41' 14 2© -}- 15=458,18=525. c/ A_ , et )This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all 'I'/ -R R t_\- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-2019 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 9,2019 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ntinked on page 2 ��, WAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948676 11367-1S BO2P MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:08 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-nx_E6EA77XD6bK4BuU?XXXgAPYzmPHeQXaJGgizSjPj I OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-152(F=-80),2-22=-152(F=-80),9-16=-18 IConcentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-152(F=-80)-to-8=-203(F=-80) I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildinComponent g 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss B03 Truss Type MONO TRUSS Qty Ply 21367-1S 27 1 1(5948677 367-1 S 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:09 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-F7XcKaBmurMzCUfNSC Wm3kCKMylc8n 1 ZmE2gD8zSjPi 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I 0.25 12 4x6 = II 5x6 = 5x12 = 3x4 3x8 = 3x4 = 3x4 = 3x6 = 1 2 19 3 20 4 21 5 22 23 6 24 7 25 17 Al\LIVA/Aill\lirr 4 6111\ 11 �� Y 18 OM N� Of 4C 16 15 I 26 14 27 13 28 12 29 11 30 10 31 3x6 = 3x4 = 5x8 = 3x4 = 4x6 = 3x6 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5 0-0 5-0 0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] - TCLL ADING (ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 CLL 0.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.05 18 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.12 12-13 >999 240 Weight:141 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=127(LC 11) Max Uplift 15=-250(LC 8),18=-284(LC 12) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-566/57,3-4=-2266/395,4-5=-3286/603,5-6=-3408/638,6-7=-2690/518, 7-8=-1052/231,9-18=-108/516,8-18=-1598/287 OT CHORD 14-15=-320/1443,13-14=-511/2961,12-13=-619/3509,11-12=-572/3224, 10-11=-371/2086 /EBS 8-10=-264/1615,7-10=-1599/337,7-11=-115/964,6-11=-810/191,6-12=-67/562, 5-12=-382/241,5-13=-458/176,4-13=-47/641,4-14=-1008/247,3-14=-163/1159, 3-15=-1834/384 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right R(G® PROP . exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� h C�`p 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 ti 7 Provide adequate drainage to prevent water ponding. -7 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :49G21:::P C *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)18 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify d capacity of bearing surface. 37 OREGON �/ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ct `- �j Nt‘ ,C, 15=250,18=284. / }- 2" 49)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all A. ,�' e:,‘"‘panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �R R f]L'- IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at EXPIRES: 12-$1-2019 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. April 9,2019 AD CASES Standard ntirl4ed on opaae 2 M �!WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekIS connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948677 367-1S B03 MONO TRUSS 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:09 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-F7XcKaBmurMzCUfNSCWm3kCKMylc8n 1 ZmE2gD8zSjPi OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 IConcentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I 1 I I I I I 1 I 1 I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mill iVi ilek` I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIrP/1 Qualify Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S II- K5948678 367-1S 603-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:13 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-7un79xEGy4sPh5y8h2biEaN1XZem4fL9hs01 MvzSjPe 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25i 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x6 = 3x4 II 3x6 = 23 7 24 8- 12 18 3 19 4 20 5 21 22 6 Ma N . 11/II..INN rAii hi\ih klrp rAid\. o N M C III INK 1.111111111im_ \/Alk17' O f iO 6x6 = 3x4 = 3x4 = 3x6 = 3x4 = 3x4 II I 15 25 14 26 13 27 12 28 11 29 10 30 9 5x6 = I 5-9-8 10-9-8 15-9-8 20-9-8I 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0 SPACING- 2-0-0 CSI. DEFL. 5-0-0 2-11-8 late Offsets(X,Y)- [4:0-3-0,0-3-0],[8:0-6-0,0-3-0],[12:0-3-0,0-3-0] ADING (psf) in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 14-15 >740 360 MT20 220/195 (Roof 11.0 oof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 14-15 >339 240 TCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) -0.02 9 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 14-15 >999 240 Weight:141 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 16-17:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. All bearings 28-3-8 except(jt=length)17=0-5-8. (Ib)- Max Horz 1=209(LC 33) Max Uplift All uplift 100 lb or less at joint(s)10 except 15=-796(LC 38),1=-471(LC 64),12=-148(LC 30),9=-122(LC 83),11=-179(LC 30),13=-139(LC 30), I 14=-192(LC 30),17=-919(LC 33) Max Gray All reactions 250 lb or less at joint(s)except 15=943(LC 64),1=501(LC 62),12=714(LC 88),9=510(LC 91),10=695(LC 90),11=768(LC 89),13=699(LC 87),14=725(LC 86),17=996(LC 34) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - 1OP CHORD 2-15=-780/311,2-3=-1029/973,3-4=-855/836,4-5=-850/838,5-6=-860/852, 6-7=-861/855,7-8=-852/835,8-17=-996/919 OT CHORD 14-15=-957/974,13-14=-839/835,12-13=-865/855,11-12=-875/880,10-11=-892/941, 9-10=-731/756 IEBS 8-10=-1129/1109,7-10=-1312/1234,7-11=-1407/1309,6-11=-1252/1209, — 6-12=-1294/1253,5-12=-1206/1188,5-13=-1247/1227,4-13=-1205/1195, r.°G PRQ1r 4-14=-1258/1230,3-14=-1133/1157,3-15=-1280/1280 ,‘�,� `6'S NOTES- ��CJ i" GtN� � /O/� )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; kJ 'fi' MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28 1-12 zone;cantilever left and right :g �Q exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip � 2)TCLL:L:ASCE 7 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 � er)p./e"--4-4 Provide adequate drainage to prevent water ponding. I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p OREGON *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,tt,c to - will fit between the bottom chord and any other members. /6 Aly 14, 2,0N 6)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4 capacity of bearing surface. �R R L� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) 15=796,1=471,12=148,9=122,11=179,13=139,14=192,17=919. EXPIRES: 12-31-2019 This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 ntinupd nn nano 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE M11-7473 rev.10103J2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI iTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,OSB-89 and BCS/Building Component MINIM Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-1S K5948678 367-1 S B03-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:14 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-b4LVNH EujN_GJ FXKFI6xmovCGzz?p6blvW mbuLzSjPd TOTES- This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-9-0 for 300.0 plf. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. OA CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-21=-72,9-15=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:21=-72-to-8=-123 I I I I I I I I I I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i i�° er k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Bi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 0 K5948679 367-1S 2 B03-HG MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:15 2019 Page 1 I D:BRY3ax W kgv6k2RkzwEh B9dzjVxF-3Hvtad F W U h67wp6XoSdAJ?SS LN M CYXKS8AV8QozSjPc 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 I 0.25 12 4x6 = 5x6 = f5x12 = 3x4 = 3x4 II 3x8 = 3x4 = 3x4 = 12 19 3 20 4 21 5 22 23 6 24 7 25 8— d, . 0 C� 1 C "az 18 16 1526 27 14 28 29 13 30 12 31 11 32 10 33 I 3x6 = 3x4 = 7x6 = 3x4 = 3x6 = 3x4 4x8 = I 5-9-8 10-9-8 15-9-8I 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0 0 2-11-8 Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-6-0,0-3-0],[12:0-3-0,0-4-8]Ite TCADING (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.13 13-14 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.24 13-14 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.03 18 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.10 13-14 >999 240 Weight:322 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-18:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=2853/Mechanical,18=2105/0-5-8 Max Horz 15=125(LC 7) Max Uplift 15=-529(LC 4),18=-372(LC 8) liRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-571/52,3-4=-4834/873,4-5=-6809/1250,5-6=-5637/1047,6-7=-4030/764, 7-8=-1457/304,9-18=-68/531,8-18=-2042/370 OT CHORD 14-15=-604/2885,13-14 1153/6022,12-13=-1149/6376,11-12=-902/5006, 10-11=-532/2955 EBS 8-10=-374/2210,7-10=-2275/462,7-11=-242/1617,6-11=-1452/310,6-12=-170/993, 5-12=-1210/331,5-13=-261/977,4-13=-191/1177,4-14=-1692/375,3-14=-481/2774, 3-15=-3644/710 NOTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �{��D �}�Q��s Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. �� ���t N�F� /p Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 2 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; -f7r .4.•9200P E MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate i" grip DOL=1.60 l� 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 _ .. Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. --- OREGON 4/./)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1:73 IZ �i N will fit between the bottom chord and any other members. /.0T v 4 j 2� - - 8)Refer to girder(s)for truss to truss connections.I (�j Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ' �R capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 15=529,18=372. EXPIRES: 12-31-2019 11)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all April 9,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. $ Itiedone G22 WAiN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M;Tek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 b Truss Truss Type Qty Ply 21367-1S K5948679 367-15 B03-HG MONO TRUSS 2 n L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:15 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-3HvtadFW Uh67wP6XoSdAJ?SSLNMCYXKS8AV8QozSjPc OTES- 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord,and 633 lb down and 163 lb up at 0-8-4,and 1899 lb down and 490 lb up at 9-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 26=-500(F)29=-1500(F) Trapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER"REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 0 K5948680 367-1S BO3A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:11 2019 Page 1 I D:B RY3ax W kgv6k2RkzwEh B9dzjVxF-B WfM kFCOQSch SooladZE89Hfsm_4cg9sDYXxHOzSj Pg 3-3-8 8-3-8 13-3-8 18-3-8 23-3-8 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-0-0 5-5-8 Scale=1:49.1 1 0.25 12 4x6 = 5x6 = 5x12 = 3x4 II 4x6 = 3x6 = 3x6 = 3x6 = 11— 12 19 3 20 4 21 5 22 23 6 24 7 25 II: r- 17 j ( ..,\Nr\lyr \sly\/ rnh I= "N r .. .18 I:=2 1 16 15 26 14 27 13 28 12 29 11 30 10 31 4x6 = 3x6 = 5x8 = 3x6 = 4x6 = 3x6 II 7x6 = I 5-9-8 10-9-8 15-9-8 20-9-8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 5-0-0 2-11-8 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] ] TCLL ADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.17 12-13 >999 360 MT20 220/195 ICDL 11.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.34 12-13 >995 240 CLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(CT) 0.05 18 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.15 12-13 >999 240 Weight:141 lb FT=20% LUMBER- BRACING- liOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15:2x4 DF No.1&Btr,17-18:2x6 DF 1800F 2.1 E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 15=1334/Mechanical,18=1625/0-5-8 Max Horz 15=209(LC 32) Max Uplift 15=-1155(LC 30),18=-1015(LC 39) Max Gray 15=1828(LC 25),18=1954(LC 60) 110 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-15=-566/57,2-3=-948/928,3-4=-2742/1442,4-5=-3714/1778,5-6=-3824/1819, 6-7=-3128/1596,7-8=-1565/1107,9-18=-108/516,8-18=-1928/1013 BOT CHORD 14-15=-1247/2058,13-14=-1644/3397,12-13=-1814/3914,11-12=-1715/3630, 10-11=-1361/2536,9-10=-733/763 I EBS 8-10=-1198/2097,7-10=-2102/1315,7-11=-1131/1575,6-11=-1474/1222, 6-12=-1075/1242,5-12=-1141/1167,5-13=-1301/1246,4-13=-1198/1445, 4-14=-1761/1451,3-14=-1382/1923,3-15=-2625/1786 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; (IV P R Q fi t. MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-1-12 zone;cantilever left and right `<C\'‘ CiSsS exposed DOL; d vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Co ��GI NEER f©) TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.104 44 �Z�/ -j7 Provide adequate drainage to prevent water ponding. ,, O C' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. / - 4)Refer to girder(s)for truss to truss connections. Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON �((� capacity of bearing surface. 4- -,j \t'`jr- 15=1155, u&. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b) i6 1 1 4 2d ��— 15=1155,18=1015. /j I This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all R R(`� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. dragThis loads along bottoms been s nehodrd for from 0-0-0 rto 28 9-0 forag load of 0300.0 plf.0 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist EXPIRES: 12-31-2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 9,2019 ntimied on nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MS-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948680 367-1 S B03A-D MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:11 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-BWfMkFCOQSchSooladZE89Hfsm_4cg9sDYXxHOzSjPg OTES- 2) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-16=-18 Concentrated Loads(Ib) Vert:8=-82 ITrapezoidal Loads(plf) Vert:22=-72-to-8=-123 I I I 1 I I 1 I I I I 1 I / WARNING•Verify design parameters and READ NOTES ON TNlS AND INCLUDED MlTEK REFERENCE PAGE MI1-7473 rev.iDt03f2d 15 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1iTek@ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314am.. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948681 367-1 S 63A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:26 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-FO31 uOOQu3VZI5SeyGKIFKPFhp4NdX_4gNgDJfzSjPR 4-4-5 9-4-5 14-4-5 19-9-13 4-4-5 5-0-0 5-0-0 5-5-8 Scale=1:33.4 1 0.25 12 4x6 = 5x12 = 3x6 = 3x4 = 3x4 = 3x4 = 111 1 2 16 17 3 18 19 4 20 5 21 m 6 - 14 T 2 z Illy.,24\144 iyxml 4 1.77\1 1 r lir N O A 9 N r M c I ° I 15 0 22 11 23 10 24 9 25 8 26 7 1312 3x4 — 3x4 = 3x4 = 3x6 = 3x6 3x4 = I 1-10-5I 6-10-5 11-10-5 16-10-5 19-9-13 LADIN1-10-5 5-0-0 5-0-0 5-0-0 2-11-8 G te Offsets(X,Y)-- [6:0-6-0,0-3-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.08 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.19 9-10 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.02 15 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 9-10 >999 240 Weight:103 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-15:2x6 DF 1800E 2.1E 6-0-0 oc bracing:11-12. OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 12=958/Mechanical,15=1197/0-5-8 Max Horz 12=127(LC 9) Max Uplift 12=-184(LC 8),15=-202(LC 12) 0 ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-12=-998/176,2-3=-570/86,3-4=-1500/269,4-5=-1596/307,5-6=-714/165, 7-15=-112/514,6-15=-1175/206 OT CHORD 10-11=-275/1166,9-10=-318/1731,8-9=-245/1377 WEBS6-8=-159/1137,5-8=-1028/227,5-9=-18/604,4-9=-398/174,4-10=-452/129, 43-10=-53/672,3-11=-989/241,2-11=-143/1099 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 19-2-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate { Q� II grip DOL=1.60 t1 L V r TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �C` Css Provide adequate drainage to prevent water ponding. \� ,AGIN4- /a' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ✓ ' nr� -V will fit between the bottom chord and any other members. 89200PE Refer to girder(s)for truss to truss connections. Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify // /- capacity of bearing surface. w •'� ist.-- )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=184,15=202. -y OREGON 44 This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all �- 2 "Ix A. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. }' Q 14 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /� A. ' �` Ni)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at �R R`�„\- 19-7-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard EXPIRES: 12-31-2019 April 9,2019 ntinued nn nave 2 AI WARNING•Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIE** is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTP/1 Quality Criteria,OSB-89 and BCSI Building Component 11111.11111250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948681 367-1 S B3A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:26 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-F031 uOOQu3VZI5SeyGKIFKPFhp4NdX_4gNgDJfzSjPR OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-18=-72,7-13=-18 I Concentrated Loads(Ib) Vert:6=-82 Trapezoidal Loads(plf) Vert:18=-72-to-6=-123 I I I t I I I I 1 H1 I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. �14 Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MR** always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b367-1 S Truss B04 Truss Type MONO TRUSS Qty Ply 21367-1S 25 1 K5948682 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:16 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YTSFozG9F?E_YZhjMA9PrD?XbngjH_fbNgFhyEzSjPb 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x4 = I 3x4 I 3x6 =I 1 2 17 3 18 4 19 20 5 21 6 22 ° 15 rimr/r1prI N47lI 9 O N i I-- O N C C., C ISI 9 o 23 12 24 11 25 10 26 9 27 I 14 13 3x4 = 3x4 = 5x6 = 4x4 = 3x12 = 3x6 11 I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] TCLL OADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F 2.1E THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/0-2-8,16=1390/0-5-8 I Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) IRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 EBS 3-13=-1508/327,3-12=-114/939,4-12=-728/199,4-11=-145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate aGD P R Q f tS grip DOL=1.60 `` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �CO �NG1 N��R /� 3)Provide adequate drainage to prevent water ponding. /� I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. kt ^� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide $92QQPE V will fit between the bottom chord and any other members. 6)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. /} f � Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 7 OREGON IZ 13=213,16=239. Is " to ,•\ c A 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all '�6 i''. 7 'Z° �'� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. A. ' )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ' R rj L" v 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 2- 1- 0 9 LOAD CASE(S) Standard April 9,2019 ntimtad nn nage 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. lo 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b367-1S Truss Truss Type Qty Ply 21367-1S K5948682 367-1 S 904 MONO TRUSS 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:16 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YTSFozG9F?E_YZhjMA9PrD?XbngjH_fbNciFhyEzSjPb OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I U I I I I I I I I I -... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI14473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-IS 0 K5948683 367-1 S B04-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:19 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-y28OQ_11XwcYPOQ111i6Trd3l_hAUNx23oTMZZzSjPY 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 0.25 12 4x6 = 5x12 = 5x6 = 3x4 = 3x6 = 3x4 II 3x6 = 21 T I 1 2 16 3 17 4 18 19 .a 20 6 14 J N C MNm C CI LI �, 15 d 0sw..sv•i'i'i'i'Oi'i'.ss..••..'i'i%%O�•••••'•i•.'•.s'i'i'i'i'i'Oi'i'Oi'i�i'i' I13 22 12 23 11 24 10 25 9 26 8 6x6 = 3x4 = 3x4 = 5x6 = 3x4 = 3x4 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 _ late Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-6-0,0-3-0],[10:0-3-0,0-3-0] IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.09 12-13 >740 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.20 12-13 >339 240 CDL 11.0 Rep Stress Incr NO WB 0.49 Horz(CT) -0.02 8 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) -0.00 12-13 >999 240 Weight:118 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1.1 OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. All bearings 23-4-0 except(jt=length)15=0-5-8. (lb)- Max Horz 1=210(LC 33) Max Uplift All uplift 100 lb or less at joint(s)9 except 13=-796(LC 38),1=-472(LC 64),10=-176(LC 30), 8=-119(LC 80),12=-194(LC 30),11=-146(LC 30),15=-897(LC 33) Max Gray All reactions 250 lb or less at joint(s)except 13=943(LC 64),1=501(LC 62),10=770(LC 85),8=511(LC 87),12=725(LC 83),11=711(LC 84),9=695(LC 86),15=974(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-781/310,2-3=-1032/979,3-4=-854/831,4-5=-856/842,5-6=-861/850, It6-7=-855/836,7-15=-974/897 OT CHORD 12-13=-957/972,11-12=-837/829,10-11=-869/870,9-10=-893/941,8-9=-743/771 EBS 3-13=-1278/1280,3-12=-1134/1158,4-12=-1256/1228,4-11=-1210/1198, 5-11=-1277/1235,5-10=-1235/1192,6-10=-1392/1291,6-9=-1294/1214,7-9=-1123/1103 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; f t��[} P R Q fir MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right �(v ` `ss exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Gj Gi NES f� grip DOL=1.60 �� 1)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �C/ -f7 Provide adequate drainage to prevent water ponding. 89200PE c' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - AjlO<94s.--.- ---s- I)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -5:7L 47OREGON 0� 4, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) I 13=796,1=472,10=176,8=119,12=194,11=146,15=897. / Al)'. 2." 'i " 8)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all A. ' ��` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'Y/'R ARA- EXPIRES: , I This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 23-9-8 for 300.0 plf. EXP E RES: 2-31- 01 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at April 9,2019 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. r{On�9� I ntlnpleOVRRNINCYe�rify design parameters and READ NOTES ON TNtS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Nult MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b367-1S Truss Truss Type Qty Ply 21367-1S K5948683 367-1 S B04-D MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:20 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QEimdKJflDkP1A_UbODL039EmO1 PDgBBISDv5?zSjPX OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-18=-72,8-13=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:18=-72-to-7=-123 1 I I I I I I I I I I I I I : NM� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 111 K5948684 367-1 S B04-MS MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:21 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-uRG8rgKH3XsGeKZg9jkaYGiUVoPnyCOKW6ySeRzSjPW 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I0.25 12 4x6 = 8x12 = 7x6 = 3x4 = 3x6 = I 3x4 II 4x8 = 23 ' 1 2 17 3 18 4 19 20 21 5 22 6 15 i .PV .Ig I Pr,X%6\WT O N O N t M C I 14 13 24 12 25 26 11 27 10 28 9 29 4x6 = 3x4 = 7x6 = 4x6 = 3x8 4x6 = II I 5-9-8 10-9-8 _ 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 _ 5-0-0 5-0-0 3-0-0 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[7:0-3-12,0-4-0],[10:0-3-0,0-4-8] TOADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.11 11-12 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.20 11-12 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.03 16 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.08 11-12 >999 240 Weight:150 lb FT=20% LUMBER- BRACING- liOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-16:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 13=1732/0-2-8,16=1699/0-5-8 Max Horz 13=126(LC 11) Max Uplift 13=-325(LC 8),16=-296(LC 12) IORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-593/40,3-4=-3368/601,4-5=-4545/844,5-6=-3382/645,6-7=-1304/282, 8-16=-75/523,7-16=-1655/297 BOT CHORD 12-13=403/2033,11-12=-814/4383,10-11=-751/4195,9-10=-461/2559 WEBS 3-13=-2529/511,3-12=-282/1830,4-12=-1423/330,4-11=-141/472,5-11=-130/630, 5-10=-1167/277,6-10=-167/1191,6-9=-1836/380,7-9=-305/1848 IOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions = 9 P � shown;Lumber DOL-1.60 plate I grip DOL=1.60 <,.00 FRQF[� TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10cscs, 3)Provide adequate drainage to prevent water ponding. tGt �� �0 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,-,„,N'' I)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �✓ '9 will fit between the bottom chord and any other members. 89200PE t'' Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,.,�11'� �•,/ . 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. , • •'¢,r I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=325,16=296. 7OREGON 40 )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all t- ,£7 �1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A 1 1�' e;? '1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)633 lb down and 163 lb up at F�R f``. 9-2-12 on top chord,and 633 lb down and 163 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. EXPIRES: 12-31-2019 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 9,2019 OAD CASE(S) Standard nti e 2ki ge . a erdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not �* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` mi 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 quality Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948684 367-1 S B04-MS MONO TRUSS 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:21 2019 Page 2 I D:B RY3axW kgv6 k2RkzwEh B9dzjVx F-uRG8rg KH 3XsGe Kzg9j kaYG i U VoPnyCOK W6ySeRzSj P W IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-20=-72,8-14=-18 I Concentrated Loads(Ib) Vert:19=-500(F)26=-500(F) Trapezoidal Loads(plf) Vert:20=-72-to-7=-123 I I I I I I i I I I I I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03{2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek' mi 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948685 367-1 S BO4A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:17 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Of0e?JHnolMgAjGvwtgeoQXiLAOy0RulbU_FVgzSjPa 3-3-8 I 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 I 0.25 12 4x6 = 5x12 = U 5x6 = 3x4 = 3x4 = 3x4 II 3x6 = 22 v 1 2 17 3 18 4 19 20 5 21 6 15 r ca: N O)N h I:I' O cc.. rw ■. --4 16 Y- 1 14 13 23 12 24 11 25 10 26 9 27 8 3x12 = 3x4 = 3x4 = 5x6 = 4x4 = 3x6 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 LADIN5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 G te Offsets(X,Y)-- [4:0-3-0,0-3-0],[7:0-4-0,0-3-0],[10:0-3-0,0-3-4] (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.09 11 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.24 10-11 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.59 Horz(CT) 0.03 16 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.06 11 >999 240 Weight:118 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, OT CHORD 2x4 DF No.1&Btr*Except* except end verticals. 10-14:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except* 2-13:2x4 DF No.1&Btr,15-16:2x6 DF 1800F2.1E ITHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=1123/Mechanical,16=1390/0-5-8 Max Horz 13=128(LC 11) Max Uplift 13=-213(LC 8),16=-239(LC 12) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-565/58,3-4=-1813/316,4-5=-2450/457,5-6=-2173/421,6-7=-911/207, 8-16=-106/515,7-16=-1366/243 i BOT CHORD 12-13=-288/1189,11-12=-407/2312,10-11=-435/2495,9-10=-312/1770 I EBS 3-13=-1508/327,3-12=-114/939,4-12=-728/199,4-11=-145/461,5-11=-267/341, 5-10=-586/130,6-10=-52/778,6-9=-1303/281,7-9=-211/1341 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate �® P R Q/' grip DOL=1.60 `�'Q` Ft��s 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 \Aai NES. /p 3)Provide adequate drainage to prevent water ponding. ,O, )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �✓ nn "J7 'c' 89204 P E 1' will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. .., �;.. 7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . capacity of bearing surface. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON �� 13=213,16=239. ti 4- Ntx 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ".140 '41yo4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /lg ' c2¢` 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R t V. I Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRE 12-31-2019 LOAD CASE(S) Standard April 9,2019 ntinued on oaoe 2 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10!03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nu building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiMIT**.is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314atom. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948685 367-1 S B04A MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:18 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-UsaOCflPncUhnsr6UbBtxe4t5aM Blu8ug8ko16zSjPZ IIOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-19=-72,8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-72-to-7=-123 I I I I I I I I I I I I I I I! I MNMN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Nm. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss BO4P Truss Type MONO TRUSS Qty Ply 1 1 21367-15 Job Reference(optional) K5948686 367-1 S Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:22 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-MdgX20Lvgr 7GU8tjRFp5UFY9BoGhemUlmi0AuzSjPV 3-3-8 8-3-8 13-3-8 18-3-8 23-9-8 3-3-8 5-0-0 5-0-0 5-0-0 5-6-0 Scale=1:40.4 1 0.25 12 4x6 = 8x12 = 3x4 II 4x8 = 5x8 = 3x4 = 4x6 = 1 2 17 3 18 4 19 20 5 21 6 22 .--- 15 gm wpm I & O N rimi W N M r Pr co r r .S .-.NivNir/ �� 16 9 c0 —, r kl I14 13 23 12 24 11 25 10 26 9 27 8 4x6 = 3x8 = 3x4 = 7x6 = 5x6 = 3x8 II I 5-9-8 10-9-8 15-9-8 20-9-8 23-9-8 5-9-8 5-0-0 5-0-0 5-0-0 3-0-0 late Offsets(XX)-- [4:0-4-0,0-3-0],[7:0-3-12,Edge],[10:0-3-0,0-4-8] la - TCLL (psf) 0 0SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.13 11 >999 360 MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.24 10-11 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(CT) 0.03 16 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.09 11 >999 240 Weight 134 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr*Except*0.1 4-7:2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except* 15-16:2x6 DF 1800F 2.1E,7-9:2x4 DF No.1&Btr THERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 13=2061/0-2-8,16=2306/0-5-8 Max Horz 13=125(LC 9) Max Uplift 13=-385(LC 8),16=-455(LC 9) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-13=-615/54,3-4=-3353/597,4-5=4493/832,5-6=-3896/737,6-7=-1599/333, 8-16=-74/528,7-16=-2252/452 BOT CHORD 12-13=484/2254,11-12=-811/4315,10-11=-851/4562,9-10=-610/3160 EBS 3-13=-2837/565,3-12=-226/1517,4-12=-1379/321,4-11=-129/480,5-11=-288/322, 5-10=-979/222,6-10=-139/1075,6-9=-2328/472,7-9=-389/2304 litOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 23-2-4 zone;cantilever left and right n exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ...„.?„,.0 PR VF�s grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ‘,„‘Gil N /A� 3)Provide adequate drainage to prevent water ponding. /T Q.4 I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide $9200 P E will fit between the bottom chord and any other members. 6)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify � 1' capacity of bearing surface. �� �,,. )Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) tn Cr �G, A._OREGON 13=385,16=455. *! tix 44,1A. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all S® 41' Q y 14, Zai – panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. q C5' 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '+'I fs RIO- EXPIRES: I 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at 23-6-12 on top chord. The design/selection of such connection device(s) is is the responsibility of others. 2- 1'241 g 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). April 9,2019 OAD CASES Standard Aar Ontl2e2,9�8Oe�rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design validforuse only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948686 I67-1S BO4P MONO TRUSS 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:22 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-MdgX20Lvgr 7GU8tjRFp5UFY9BoGhemUlmi0AuzSjPV kAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-152(F=-80),2-19=-152(F=-80),8-14=-18 I Concentrated Loads(Ib) Vert:7=-82 Trapezoidal Loads(plf) Vert:19=-152(F=-80)-to-7=-203(F=-80) I I I I I I 1 I I I I I 111 I d WARNING•Veriry design parameters and READ NOTES ON TNIS AND INCLUDED MI7EK REFERENCE PAGE MII.7473 rev.10I03120t5 BEFORE USE. * I! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the mi fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP/1 Q 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. N uality Criteria,OSB-89 and BCSI Building Component Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948687 367-1 S B05 MONO TRUSS 9 1 i Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:23 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gpOvGMLYb86_uej3G8n2ehnk8bl xQAed_QRZiKzSjPU I 3-3-8 8-3-8 13-3-8 18-3-8 23-6-12 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-3 4 5-2-4 Scale:1/4"=1' I0.25 12 6x6 = 3x4 3x6 = 5x6 = 3x4 = 3x4 = 4x8 = 18 12 19 3 20 4 21 5 22 23 6 24 7 25 26 8 m IN -, 27 15 28 14 29 13 30 12 31 11 32 10 33 16 9 17 3x4 = 3x4 = 5x6 = 3x6 = 3x4 II 3x4 3x6 II 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-8 23-6-12 23'19r8 25-9-8 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 2-9-4 0-2-12 2-0-0 2-11-8 _ 1 late Offsets(X,Y)-- [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] OARING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL 25.0 Plate GripDOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 Roof Snow=25.0) MT20 220/195 CDL 11,0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a CDL g,p Code IBC2015(TPI2014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% LUMBER- BRACING- - OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800F 2.1E IEACTIONS. (lb/size) 16=1002/0-2-8,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-189(LC 8),11=-366(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, 7-8=-168/591,8-9=-35/526 OT CHORD 15-16=-241/1044,14-15=-326/1942,13-14=-330/1919,12-13=-203/1197, 11-12=-1109/276,10-11=-1109/276 WEBS 7-11=-1914/497,3-16=-1321/291,3-15=-83/869,4-15=-648/168,4-14=-209/397, I 5-14=-209/402,5-13=-609/162,6-13=-86/804,6-12=-1208/262,7-12=-199/1303, 8-10=-897/183,7-10=-248/933 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right ct exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate tic"V PR QF grip DOL=1.60 ,`(<C` Fss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �GI NF�c� /7 3)Provide adequate drainage to prevent water ponding.I - )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f�` *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n. 892QQ P E will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. irr .• °:.;,6 -. .- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4� 16=189,11=366. — Ctr This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all -9 OREGON 4i panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Iii G. 14*9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at '41k y > '2d� }- 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,� OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Rl1-11- EXPIRES: 12-31-2019 April 9,2019 ntinued on oaae 2 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall arrorer building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mil 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss B05 Truss Type MONO TRUSS Qty 9 1 Ply 21367-1S 1. IlbJob Reference(optional) K5948687 367-1S Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:23 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-gpOvGMLYb86_uej3G8n2ehnk8b1 xQAed_QRZiKzSjPU IAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I I I I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1I ¢ J a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiT®kg omm building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPN QuaCoronla,C i 92880 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.lity Criteria,DSB-89 and BCSI Building Component Truss Truss Type Qty Ply 21367-IS K5948688 367-1Sillb 806 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:25 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-nCVfg2No7mNi7xtSOZpWj6t4ePjPu48WRjwgnCzSjPS 3-3-8 8-3-8 13-3-8 18-3-8 23-6-12 28-9-0 3-3-8 5-0-0 5-0-0 5-0-0 5-3-4 5-2-4 Scale:1/4"=1' 1 0.25 12 6x6 = 5x6 = 3x4 = 4x8 = 18 3x6 = 3x4 = 24 7 25 26 8 3x4 4 21 5 22 23 6 1 2 19 3 20 0 rn� 1,1r\%Myr ,,.=NM MM IQ_ m EJ i 16 27 15 28 14 29 13 30 12 31 11 32 10 33 9 17 3x4 = 3x4 = 5x6 = 3x6 = 3x4 II 3x4 = 3x6 II I 4x8 = I 5-9-8 10-9-8 15-9-8 20-9-81 23-6-12 2379-8 25-9-8 1 28-9-0 5-9-8 5-0-0 5-0-0 5-0-0 2-9-4 0-2-12 2-0-0 2-11-8 Ilate Offsets(X,Y)— [4:0-3-0,0-3-0],[13:0-3-0,0-3-4] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.09 13-14 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.24 13-14 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.04 11 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.05 14 >999 240 Weight:143 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. /EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-16:2x4 DF No.1&Btr,9-18:2x6 DF 1800F 2.1E IEACTIONS. (lb/size) 16=1002/Mechanical,11=2016/0-5-8 Max Horz 16=127(LC 9) Max Uplift 16=-189(LC 8),11=-366(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IOP CHORD 2-16=-565/58,3-4=-1553/266,4-5=-1975/365,5-6=-1634/301,6-7=-603/620, 7-8=-168/591,8-9=-35/526 OT CHORD 15-16=-241/1044,14-15=-326/1942,13-14=-330/1919,12-13=-203/1197, 11-12=-1109/276,10-11=-1109/276 WEBS 7-11=-1914/497,3-16=-1321/291,3-15=-83/869,4-15=-648/168,4-14=-209/397, 5-14=-209/402,5-13=-609/162,6-13=-86/804,6-12=-1208/262,7-12=-199/1303, 8-10=-897/183,7-10=-248/933 'ROTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.Il;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-8,Interior(1)3-3-8 to 28-6-4 zone;cantilever left and right r exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate c® PRQF grip DOL=1.60 ` GENE �/ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �GJ �N �jSy 3)Provide adequate drainage to prevent water ponding. ,4. 7 )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $9,Z��P E � *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. %fr _ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) - 4 1' 16=189,11=366. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all OREGON to panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �4. ``�,, ��]x Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 27 lb up at r 24; 28-6-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. �j FIR 10- OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 -- AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek2 Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS4TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948688 Ob367-1 S B06 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:25 2019 Page 2 I D:B RY3ax W kg v6 k2 RkzwE h B9dzj V x F-n CVfg 2 N o 7 m N i 7xtS OZP Wj 6t4e Pj P u 48 W Rjwg n CzSj P S OAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-72,2-22=-72,9-17=-18 Concentrated Loads(Ib) Vert:8=-82 Trapezoidal Loads(plf) Vert:22=-72-to-8=-126 I I I I I I I I I I 1 I I I d WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. P Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948689 10367-1S CO1 MONO TRUSS 91 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 5 Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:26 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-F031 u000u3VZI5SeyGKIFKPNap6ydd14gNgDJfzSjPR 2-9-0 5-6-0 2-9-0 2-9-0 1.5x4 I I 3x4 = 1.5x4 H Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 i Mil III I EN'Igl 141111I I imum mum p oillimm,i �% 12 7 9 3x6 = 3x6 = 8 6 II 5-6-0 I 5-6-0 IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 7 n/a n/a IICLL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:29 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, OT CHORD 2x4 DF 2400F 2.0EIt except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=81(LC 11) Max Uplift 8=-61(LC 8),7=-29(LC 12) Max Gray 8=637(LC 24),7=610(LC 27) RORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-594/45,4-7=-526/59 OT CHORD 7-8=-137/292 EBS 3-8=-404/128,3-7=-404/151 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��c p R F� This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide D will fit between the bottom chord and any other members. cs Refer to girder(s)for truss to truss connections. �5 D �NG NE 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. �C+„7r �j I)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at allig,��0 P �` panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ti % 4OREGO N�� eco <0 11)" 14 24 4 Iifri€F?R11.-\-- EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. _ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 4 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I t iekF is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S 11 K5948690 67-1S C01-D MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:27 2019 Page 1 ID:jaigHA2yM7LWX3u1OVv7rizjVrO jbdQ5kP2fNdQNF1gV_r_oXyXJCRBM?jDvlPnr5zSjPQ 2-9-0 I 5-6-0 2-9-0 2-9-0 1.5x4 I I 3x4 = 1.5x4 I I Scale=1:16.9 0.25 112 1 2 10 3 11 4 5 III i mom II I 1■.All .■ 1 i .i 12 7 9 6x6 = 6x6 = 1 B 6 I5-6-0 5-6-0 'LADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.10 7-8 >581 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 7-8 >262 240 TCDL 11.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.00 7 n/a n/a 1111CLL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:29 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, OT CHORD 2x4 DF 2400F 2.0E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EACTIONS. (lb/size) 8=247/Mechanical,7=248/Mechanical Max Horz 8=244(LC 32) Max Uplift 8=-788(LC 30),7=-725(LC 39) Max Gray 8=836(LC 51),7=805(LC 50) 111ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-594/45,2-3=-782/787,3-4=-775/775,4-7=-526/60 4 OT CHORD 7-8=-829/815 EBS 3-8=-1106/1136,3-7=-1134/1158 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; itMWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide cO Q,t• will fit between the bottom chord and any other members. `�� �G�NE s�S�® 6)Refer to girder(s)for truss to truss connections. A n 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �,--ls,NLY c' T �Ai Y 4 8=788,7=725. This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all ti, . 89200 E panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag //� loads along bottom chord from 0-0-0 to 5-6-0 for 300.0 plf. `+ I v 4, CC��'CC ° '9)- 14 2© 4 EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall xixixim mit building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,21 B N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 U367-1S Truss Truss Type Qty Ply 21367-1S K5948691 367-1 S CO1 P MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 3 Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:28 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-BnBoJ3PgQhlH_Pc13hMDLIVhuctk5XzM7h9KOXzSjPP 2-9-0 I 5-6-0 2-9-0 2-9-0 1.5x4 II 3x4 = 1.5x4 II Scale=1:16.9 0.25 112 I 1 2II 10 3 11 4 5 MOM III I i 11M1111111. . r1 12 7 9 4x6 = 4x6 = II 8 6 5-6-0 5-6-0 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.03 7-8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.06 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 7 n/a n/a NCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 **** 240 Weight:33 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1Eit except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 8=468/Mechanical,7=468/Mechanical Max Horz 8=79(LC 9) Max Uplift 8=-100(LC 8),7=-71(LC 12) Max Gray 8=735(LC 24),7=708(LC 27) 111ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-638/85,4-7=-570/99 itOT CHORD 7-8=-191/361 EBS 3-8=491/199,3-7=-491/223 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-0,Interior(1)2-9-0 to 5-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � P R op" *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C Q will fit between the bottom chord and any other members. Co ` `t `�EF �t� )Refer to girders)for truss to truss connections. C • i 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ..1,- it 8=100. �44 1 n n .7 This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 9200P panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AO,"7...... ...- IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 9 A_OREGON f� Uniform Loads(plf) ti 4- ",-7 dab`4I. Vert:1-2=-152(F=-80),2-4=-152(F=-80),4-5=-152(F=-80),6-9=-18 © , v... , IEXPIRES: 12-31-2019 April 9,2019 _sItir... , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. �R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI i IPk* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92860 III Truss Truss Type Qty Ply 21367-1S K5948692 367-1 S EB1 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:29 2019 Page 1 ID:jaiciHA2yM7LWX3u 1 OVv7rizjVrO-fzIAWPQIB_t7cZADdPtTtyl wcOGSgyFW MLuuw_zSjPO 1-10-8 1-10-8 1 3x4 = Scale=111.5 2 7 3 4 i1.5x4 II I .. ......•••♦ ♦♦ ♦••••♦ • ..., 4*;•'`.�. OOi'i•Oi'i'iii'i'Oi'OOi'i'OOi'i'i'i0'ii'i'00%% V .p�p000•pOOpOOpO�••O�•OOO.pOOp�O*I'•.?, Oii'i000'D.••O'i'i0•iiiii'i'.'i•OOi'i0�0�.+ • 000000000'000'OOOOOp�p��p.•.�.�.❖,.• •� Oi'i•OOi'i'i'i'i'ii0'i`i'i'ii'OOi'i'i'ii'i'i'ii�!o40`:t 1.5x4 II 6x6 = 6 8 5 1-10-8 1-10-8 IOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 VertCT -0.00 5-6 >999 240 TCLL 110 00 *111 Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 6 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:10 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, itOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-129(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-331(LC 32),1=-204(LC 64),5=-441(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=536(LC 68),1=497(LC 62),5=532(LC 69) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-516/377,2-3=-418/419,3-5=-515/53 illOT CHORD 5-6=-384/386 EBS 2-5=-649/649 OTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � D PRO, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 6,204 lb uplift at .`� ss joint 1 and 441 lb uplift at joint 5. �� �y f 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all C.7 �� '7 %-- Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �4 7� This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag �920C}PE• loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. if CC 177 ,�OREGON Dr fit/ 4\ '4; '474, 2� 42 R R t 1 L- e� EXPIRES: 12-31-2019 April 9,2019 MINIM: A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MJI.7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S O K5948693 367-1 S EB2 SPECIAL 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:30 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-79JYkIRxyl?_EjlPB6PiQAa50QchZPhfb?eRSQzSjPN 1-10-8 1-10-8 1 3x4 = Scale=1:10.9 2 7 3 4 1.5x4 Il III 111 I Deee0e0*••• ••• •e•••••• 'Oi0ee0e+0i�: 4,4•• •eeeeeeeeeeeeee♦ Aiee'eeeeeeee4•., ♦ ♦.eeeeeeeeeee♦eee9eeee9eeeeeeeeee.e• ♦eeeeeeeeeeeeeeee♦ eeeeeeeeeeeeeeeo� ♦eeeeeeeeeeeeeeee• ♦eeeeeeeeeeeeeee. ♦eeeeeeeeeee ♦ee• ♦eeeeeeeeee..��... •eeeeeeeeeeee ♦eeeeeeeeeeeeeeee_ O,'i'i�'' •ee♦ eeeeeeeeeeeeeeeeeeeeeeeeeeeeyA pppp�ipeppppp`peppOpppppp`peppppOppO,,�'. .......................0'�'e'......lI . eeeeeeeeeeeeeeeeeeeeeeeepeeeee, 1.5x4 II♦eee6x6 = 6 8 5 1-10-8 1-10-8 !FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 6 n/a n/a 1111CLL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:101b FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, 4OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-125(LC 34) Max Uplift All uplift 100 lb or less at joint(s)except 6=-313(LC 32),1=-215(LC 64),5=-405(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=541(LC 64),1=497(LC 62),5=532(LC 69) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-529/358,2-3=-416/417,3-5=-516/49 OT CHORD 5-6=-382/384 EBS 2-5=-617/617 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c PR �t will fit between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 lb uplift at joint 6,215 lb uplift at cQC s, joint 1 and 405 lb uplift at joint 5. , *AGIN . ., 61/b7)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all ZL' �j panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. $90GQQP "St'This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag �) loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. ' s/ iiliPA"---- .-- cr - ,�OREGON�� i ./.0x' 14, 2. \I, 4RRtL\ IEXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MtI.7473 rev.10/03/2015 BEFORE USE. I` 250 Klug Circle Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'lei kA is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCSI Building Component :1"---- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948694 367-1 S EB3 SPECIAL 31 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:31 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-bMswx5SZjc7rrsKbkpwxyN6GGgywltfppfN_szSjPM 1 I 1-10-8 I 1-10-8 3x4 = Scale=1:8.3 2 7 3 4 i 1.5x4 1 '''''0''0'''O''''''''''''0''�'•'00'O' ♦♦♦♦♦ ♦ ♦ �Oci''i 'i'i0'i'i'i'i'i'i'1000000'1000000♦Oi'i'i'i'i'i'i'i'i'i'i'i'i'Oi�!,4000'i' OOpp�♦p0�♦00'ii♦p0000000000p�p�00♦O�♦OOOOOOOOO:ri-d0'-*; ♦'i'i'O♦O'Oi'100'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'�'100'i'i0'i'i'i0'i'i� A .'♦'i' p'♦p'pp♦O'00♦�i0♦ppOpOppppOp'Op000pO00pOOpOp�♦p,•s s I" Oi'Oi'i0i'i0'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'i'♦'i'i'i'Op0000'i'i'i�'i'i'i'i' 6 8 3x4 = 5 1-10-8 1.5x4 I I 1-10-8 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0O Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 6 n/a n/a CLL 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:8 lb FT=20% CDL UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-108(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-225(LC 32),1=-268(LC 64),5=-254(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=605(LC 64),1=495(LC 62),5=532(LC 69) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250 Ib or less except when shown. TOP CHORD 2-6=-593/267,2-3=410/411,3-5=-516/41 OT CHORD 5-6=-374/375 EBS 2-5=-497/497 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. � ® PR Opt' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 225 lb uplift at joint 6,268 lb uplift at `S, t�s joint 1 and 254 lb uplift at joint 5. N. IAGI N,E ' 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all z(3 /fj ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �' )This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag 89200PE r loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. - 400 .„.. I -yL , OREGON4CC A iQ 9)., 14, 2p v.4 ffriRRtL\- EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. imuir I, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR*. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948695 $67-15 EB4 SPECIAL 32 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:32 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-4YQJ8RSBTvFiTOvolXRAVbfQ_DI9113y2J7YXJzSjPL I I 1-10-8 I 1-10-8 1 3x4 = Scale=1:14.1 2 8 3 4 i1.5x4 II I _ 9 7 1 .pppOpOpp�ppppOOppp�J.ppO.;7-o i ° O :•9 x6 • 6x6 = 6 10 5 3x6 I I 1-10-8 1-10-8 Ill OADING LL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 TCDL 11.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 CLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) -0.01 6 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 240 Weight:12 lb FT=20% UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-146(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-402(LC 32),1=-202(LC 36),5=-596(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=534(LC 68),1=499(LC 62),5=591(LC 36) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-468/454,2-3=-424/425,3-5=-515/71 10 T CHORD 5-6=-393/395 EBS 2-5=-805/805 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4 MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� �® QF�st� will fit between the bottom chord and any other members. C Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 402 lb uplift at joint 6,202 lb uplift at `� NAG! t,, `® joint 1 and 596 lb uplift at joint 5. 7)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all C? V �^ Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4Cf -S7 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag • �2OOPE r loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. • I 0 L 4OREGQN�� tad ... / 14, ?° 4 FRR1L\- " EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f'5liTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948696 467-1S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:33 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Yk_hMnTpEDNZ5AU_sEyP2oCcLdefmoH5Hzs53lzSjPK 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1 1.5x4 1 2 4x8 = rfi 1 4x4 = o 110!I4m r• 0 N B o 1111.111111 o ■I 10 4 1 6 5 3x4 = 3x6 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] 2-0-0 ADING (psf)) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% CDL LUMBER- BRACING- 11 P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-139(LC 8) Max Uplift 6=-214(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-647/72,4-8=-49/516,3-8=-564/381 EBS 3-5=-351/370 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. 0,V3 �• This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `� ��®�`(S'o' *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Gil NE /QQ 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��✓ J?` capacity of bearing surface. 89200PE Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 214 lb uplift at joint 6 and 264 lb uplift at joint 8. ,,,0/ ►'/ 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all -1:___ .--- ', CZ, ,:-+,--. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. CC li 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� OREGON 4, 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at f� '�/41' 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. }' 14, 2-d - II12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 41pLA- EXPIRES: .0' OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 E P IE 12-31-2019 April 9,2019 ntinued on nane 2 I WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.f0/03I20t5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �} building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi *. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/7 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948696 367-1 S EJ01 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:33 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Yk_hMnTpEDNZ5AU_sEyP2oCcLdefmoH5Hzs53IzSjPK IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(pif) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I 1 I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not int a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ItA ilekQ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I b Truss Truss Type Qty Ply 21367-1S K5948697 367-1S 0 EJO2 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:33 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Yk_hMnTpEDNZ5AU_sEyP2oCcLdefmol5Hzs531zSjPK I 2-0-0 2-0-0 Scale=1:22.0 1 7 1 1.5x4 II 1 2 4x8 = �o " 4x4 I4 �/ 8 I ■„ O ■ o e 10 4 1 65 3x4 = 3x6 I I 2-0-0 _ 2-0-0 late Offsets(X,Y)- [3:0-1-12,0-2-0] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 ICDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 LL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a DL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:16 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-139(LC 8) Max Uplift 6=-213(LC 8),8=-264(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-647/70,4-8=-48/516,3-8=-564/381 EBS 3-5=-349/368 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,r I J PR Qfi S *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �`T. F will fit between the bottom chord and any other members. �Ci�Gi i'. T Culp 6)Refer to girder(s)for truss to truss connections. Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify eCf 17capacity of bearing surface. $9200PE (- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 264 lb uplift at joint 8. -1 -! ,., 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -y OREGON I1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up atCr ,� ,`� 1,4 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. id:r.;P 1 4 t 2Q -12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q`OAD CASES) Standard R{L, Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntim«'d on nano 2 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Or 67-1 S Truss EJ02 Truss Type SPECIAL Qty 2 Ply 1 21367-1S 3 K5948697 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:34 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Yk_hMnTpEDNZSAU_sEyP2oCcLdefmo15Hz353kzSjPK 10AD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mu-7473 rev.10/03/2015 BEFORE USE. iMIDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0K594b Truss Truss Type Qty Ply 21367-15 367-1S EJO3 SPECIAL 2 1 8698 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:34 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjvxF-OxY3Z7UR?XVQiK3AQyTeaokn51ztVFYFWdcebBzSjPJ 2-0-0 2-0-0 Scale=1:22.0 17 1 1.5x4 II 1 2 4x8 = Sao IIiE :4 0 10 4 1 6 5 3x4 = 3x6 I I 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] TCADING (psf) 2- 0-0 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-138(LC 8) Max Uplift 6=-213(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-647/69,4-8=-48/516,3-8=-564/380 EBS 3-5=-348/367 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. c This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` L� P �F�*s *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9` will fit between the bottom chord and any other members. �co ,,,,GINE•- is/©' 6)Refer to girder(s)for truss to truss connections. i.` Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ) y87G0QP E "7r capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 6 and 263 lb uplift at `� joint 8. . i� 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all ,. � ► opv Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. fl Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON <r/ )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)104 lb down and 34 lb up at 4- 4f N.1)` 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,h y 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / �Q AD CASE(S) Standard SERR' (443(443 -{— 11,I- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 ifigifigigaw A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. N Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,and is for an individual building component,not @ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria.DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 St) Truss Truss Type Qty Ply 21367-1S K5948698 367-1S EJ03 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:34 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-OxY3Z7UR?XVQiK3AQyTea0kn51 ztV FYFWdcebBzSjPJ TOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I 1 I I I I 1 I I I I I AWARNlNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948699 0:7-1S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:35 2019 Page 1 I D:BRY3axW kgv6k2 RkzwEh B9dzj VxF-U76RnT V3mgdH KUeNzft7 DHyrRJ6 Ei pOkH LC7dzSjPl 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 1 4x8 = :w=, 9 N II4x4 = O N ,/ N ■�1 8 O 111 ! ILO i, .. 10 4 1 6 5 3x4 = 3x6 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] LL TCADING (psf) 2- 0-0 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP oof Snow=25.0) R1Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 DL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 LL 0.0 Rep Stress Ina* NO WB 0.12 Horz(CT) -0.00 8 n/a n/a DL 9.0 Code IBC20151TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr lEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-138(LC 8) Max Uplift 6=-212(LC 8),8=-263(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/68,4-8=-47/517,3-8=-564/380 EBS 3-5=-346/365 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �t��V �{��c st� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide `\ will fit between the bottom chord and any other members. C \AG.'NE&,, /pA� 6)Refer to girder(s)for truss to truss connections. �'. 4- Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify $72QQP I capacity of bearing surface. ‘-c" 7 rProvide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 6 and 263 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. fl I Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .� OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Cr L- 2 s`��, 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4-1; 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /� 74' se` AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntinued on Daae 2 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt1-7473 rev,10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 11111111111111 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 11111 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0K5948699 367-1 S EJ04 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:35 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-U76RnTV3mgdHKUeNzf t7DHyrRJ6EipOkHLC7dzSjPI IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I 1 11 I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10J03/2015 BEFORE USE. ��° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 367-1S EJ05 SPECIAL 2 1 K5948700 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:35 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-U76RnTV3mgdHKUeNzf t7DHyrRJ6EipOkHLC7dzSjPl 2-0-0 2-0-0 Scale=1:22.0 1 7 1 2 I 1.5x4 II 4x8 = Mm N IIiL :4 x = 'r,9) r 10 4 I 6 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,Y)— 13:0-1-12,0-2-0] -- TCLL OADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) -0.00 8 n/a n/a CDL g.p Code IBC2015ITPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 Ib FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-212(LC 8),8=-262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ItORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/67,4-8=-47/517,3-8=-564/379 EBS 3-5=-345/364 IIOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I)Provide adequate drainage to prevent water ponding. 2 r This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `G� P ��t s *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. \.C.;\(('!,\`G t jN E sip' 6)Refer to girder(s)for truss to truss connections. �Cf )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '. -4,� I capacity of bearing surface. •(92®®� )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 212 lb uplift at joint 6 and 262 lb uplift at / joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all -�< { panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I Ictii 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. yOREGON4, 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at /. \ 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. }� 20 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� '� ' c3.Q` RiRil— I OAD CASE(S) Standard — Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntinued on Daae 2 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI�Tek ail 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ,ir, li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-1S K5948700 367-1S EJ05 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:36 2019 Page 2 I D:B RY3axW kgv6k2RkzwEh B9dzjVxF-yJgp_oVhX818yeDZXN V6fRg7brttz92Yzx51g4zSj PH IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mr Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 1111 K5948701 367-1S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018•MiTek Industries,Inc. Mon Apr 8 16:50:36 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-yJgp_oVhX818yeDZXNV6fRg7brfKz93Yzx51g4zSjPH I 2-0-0 I 2-0-0 Scale=1:22.0 I 7 1.5x4 II I 1 2 4x8 = 11'LuI rn �4 M I P11 I4x4 0 ,, OMi ''' O y ■ 10 4 6I 53x4 = 3x6 2-0-0 2-0-0 late Offsets(X,Y)- [3:0-1-12,0-2-0] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP jRoofSnow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-211(LC 8),8=-262(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/66,4-8=-46/517,3-8=-564/379 EBS 3-5=-344/362 IOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � c2�© P R®� s *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t.N will fit between the bottom chord and any other members. �� ti�G`��FR (�/® 6)Refer to girder(s)for truss to truss connections. I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��CI 89200 -57 capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 262 lb uplift at PE r joint 8. ,, 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all ,/"fir ' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. AM 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9 OREGON C '1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at L Nt)" As 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. / 0- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � y 4 t 2-(3 41Z" 'e/ OAD CASE(S) Standard RRII-l- I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mii-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-1S K5948701 367-1S EJ06 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:36 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-yJgp_oVhX818yeDZXNV6fRg7brfKz93Yzx51g4zSjPH LOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'lek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948702 367-IS EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:37 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QWEBC8WKISt?Zno1541 LCeMILE?ZicJhCbqJCWzSjPG I I 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 I 1 2 4x8 = ="; 44 r> 9MN I �__ OO 10 4 6I 3x4 = 5 3x6 H 2-0-0 2-0-0 Offsets(X,Y)-- [3:0-1-12.0-2-0] TCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=110/0-5-8 Max Horz 6=-137(LC 8) Max Uplift 6=-211(LC 8),8=-234(LC 9) Max Gray 6=553(LC 24),8=549(LC 26) itORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/65,4-8=-45/517,3-8=-527/362 EBS 3-5=-343/361 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I)Provide adequate drainage to prevent water ponding. C This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� y® �;:i`.S', *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. „`CO `�G`PNE /0 6)Refer to girder(s)for truss to truss connections. Li I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify $gZO�P -37capacity of bearing surface. '� 1✓ Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 234 lb uplift at joint 8. p ♦ �T ., 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid anels and at all •4141. r Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. GREG®� t(/ 1)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ` -17 i\t LOAD CASE(S) Standard /�Illi Y 1 ��Q I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `r R 4 Ll Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 9,2019 ntin;IPd on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mg T _ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M''ek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948702 367-1S EJ07 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:37 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QWEBC8WKISt?Zno1541LCeMILE?ZicJhCbgJCWzSjPG IOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I t 11 I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiMk®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSU1'P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948703 367-1S EJO8 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:37 2019 Page 1 IIID:BRY3axWkgv6k2RkzwEhB9dzjVxF-QWEBC8WKISt?Zno1541 LCeMILE?ZicJhCbqJCWzSjPG 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 H I 1 2 4x8 = I 'o 1011 IIi :4 x = v 9 ;Ti O 10 4 1 65 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] !LADING (psf) TOLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) i/deft Ud PLATES GRIP Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 * Rep Stress Ina NO WB 0.11 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:17 lb FT=20% LUMBER- BRACING- 11 OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-136(LC 8) Max Uplift 6=-210(LC 8),8=-260(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/64,4-8=-45/517,3-8=-564/378 EBS 3-5=-341/359 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. c2 n r This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��YiG P}�Q/ ss *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide T� will fit between the bottom chord and any other members. . GI t4 &R /O 6)Refer to girder(s)for truss to truss connections. I)Bearing at joint(s)8 considers parallel to grain value using ANSI/7P11 angle to grain formula. Building designer should verify �! �! capacity of bearing surface. gg200PE r Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 210 lb uplift at joint 6 and 260 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7OREGON 4, 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at Cs Cr G. -.7tx 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. j' fR,V:P 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� 4'OAD CASE(S) Standard ��R�t I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPI RES: 12-31-2019 ntinued on nane 2 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. litDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUT'P/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 111 1<5948703 367-1 S EJ08 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:38 2019 Page 2 I D:B RY3axW kgv6k2 RkzwEh B9dzjVxF-u ioaP UXy31?sBxMyfoYaksvT5eLoR3Zr0 FaskyzSj P F IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I 1 1 I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M;'i'ak° 111111 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5945704 367-1 S EJO9 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:38 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-uioaPUXy31?sBxMyfoyaksvT5eLnR3IrQFaskyzSjPF I I-- 200 2-0-0 Scale=1:22.0 1 7 1.5x4 II I 1 2 4x8 = -: =, o ,o „ 4z4 = v N 1118 0 12 4 I 65 3x4 = 3x6 II 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12.0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-125(LC 8) Max Uplift 6=-194(LC 8),8=-244(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/62,4-8=-40/517,3-8=-564/346 EBS 3-5=-305/323 OTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; I MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 I)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �(�D ��C *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s will fit between the bottom chord and any other members. C AGI . f©` 6)Refer to girder(s)for truss to truss connections. `i r I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4.44 �' capacity of bearing surface. c 89200PE r' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 6 and 244 lb uplift at joint 8. moi./ 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all ' tri' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I O)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 OREGON (jLCt- / 1) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- ALJ//// ' 2 Alk ���� 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. /� 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /�/ 7 4, Qfei1 I OAD CASE(S) Standard R R1-�- 1 Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP RES: 12-31-2019 ntinued nn Dane 9 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall laa building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivl i1'ekQ 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948704 367-1S EJ09 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:38 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-uioaPUXy31?sBxMyfoYaksvT5eLnR3lroFaskyzSj PF IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I 1 I I IAWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED!VITEN REFERENCE PAGE 510-7473 rev.10/03/2015 BEFORE USE. �R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Qualify Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948705 p367-iS EJ 10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:39 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-MuLycgYag37jp5x8CV3pH3Se2h0AW 1_fvJPGPzSjPE I I 2-0-0 I 2-0-0 Scale=1:22.0 1 7 1.5x4 II I 1 2 4x8 = 1 UI I 4x4 = ,q N 8 O 12 4 I 6 5 3x4 = 3x6 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] - OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Ina NO WB 0.10 Horz(CT) -0.00 8 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL LUMBER- BRACING- IP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. BS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-123(LC 8) Max Uplift 6=-191(LC 8),8=-242(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) 11 RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/61,4-8=-39/517,3-8=-563/341 I WEBS 3-5=-300/317 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. I This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. °[} rt C\1:1:69 �� *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `' S� will fit between the bottom chord and any other members. �� � h /O 6)Refer to girder(s)for truss to truss connections. T Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 41-i $' capacity of bearing surface. ct 89200PE r Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 lb uplift at joint 6 and 242 lb uplift at1.° e joint 8. gR 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all - rim. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. IIGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17 OREGON <j/� )Hanger(s)or oter connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �`'- �D` 1-9-4 on topchord. The design/selection of such connection device(s)is the responsibility of others. 4 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �' 2,a'?:)1 ' LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXP)RE 12-31-2019 d on oaa- April 9,2019 rai A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 J b Truss Truss Type Qty Ply 21367-1S K5948705 367-1S EJ 10 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:39 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-MuLycgYag37jp5x8CV3pH3Ser2h0AW 1_fvJPGPzSjPE OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 IConcentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I 1 I I I 1! A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lfi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi i 4iTekQ Iis always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,ViA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 21367-1S K5948706 367-1S EJ11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:39 2019 Page 1 I D:B RY3axW kgv6k2RkzwEhB9dzj VxF-M u LycgYaq 37j p5x8CV3pH3Ser2 h0AW3_fvJ PGPzSj PE I 2-0-0 2-0-0 Scale=1:22.0 I 7 1.5x4 II I 1 2 4x8 = :�=, o o aQ I PrA II 4 4x4 = N �, o i, MINI 12 4 I 6 5 3x4 = 3x6 I I 2-0-0 2-0-0 late Offsets(X,Y)— [3:0-1-12,0-2-0] OADING (psf)II SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 4-5 >999 240 CLL 10 0 1.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btrit TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-121(LC 8) Max Uplift 6=-188(LC 8),8=-239(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1.0 OP CHORD 2-5=-648/60,4-8=-38/517,3-8=-563/336 EBS 3-5=-294/311 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ® PR QF� *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide s will fit between the bottom chord and any other members. ,`5 IAGI N ... fes` 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �/ ")? capacity of bearing surface. 89200 P C' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 6 and 239 lb uplift at joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. II Cr Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.101 -9 OREGON 44/ Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at li r�� . � 1-9-4 on top chord. The design/selection of such connection devices)is the responsibility of others. / 'Q}' 2®, '{- 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). d 7 ' e;i'' RIL- 1AD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntinued nn nane 9 April 9,2019 1 A WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply21367-1S K5948706 367-1S EJ 11 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:40 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-r5vKgAZCbNFaQFW KmCa2gH_paSOEvzJ7uZ3zprzSjPD OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I a I 'I I A. 1 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. r I! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notle a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ammo design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f4Tie k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948707 367-1S EJ12 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:40 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-r5vKgAZCbNFaQFWKmCa2gH_paSODvzL7uZ3zprzSjPD I 2-0-0 2-0-0 Scale=1:22.0 $ 7 1.5x4 II 1 2 4x8 = II �q 9 o IIPPI 4x4 = rq N i♦/ (•, 8i EMI 0 II i i: MilaMLI 12 4 6 3x4 = I5 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CDL 9.0 LL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr r TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, T CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-119(LC 8) Max Uplift 6=-186(LC 8),8=-236(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/59,4-8=-37/517,3-8=-563/331 EBS 3-5=-288/306 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. ()Fe. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. { ® Q C *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ` s will fit between the bottom chord and any other members. \Cj� ., -' - s/® 6)Refer to girder(s)for truss to truss connections. C? " Bearing atjoint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4-C $Q,ZQQP --7 capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 6 and 236 lb uplift at joint 8. , , 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all 1 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 OREGON Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4- � �b` 'f* 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,q r 14, 'Z.Qh$ . OAD CASE(S) Standard 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t�j �fiR�6 t�- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 ntinued on oaae 2 !liI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MEW a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mi MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948707 367-1S EJ12 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:40 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-rsvKgAZCbNFaQFW KmCa2gH_paSODvzL7uZ3zprzSjPD OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I 1 I I I I i I __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekIE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �a�° building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NI i 9ek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/f Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948708 367-1S EJ 13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:41 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-JHTi1 WZgMgOQ2P5WKw5HMUX_KsMSeOcH7DoWLHzSjPC I 2-0-0 2-0-0 Scale=1:22.0 1 7 1.5x4 II Irl■ 1 2 4s8 = I O o,.9 CV 4x48 = 0 N I II-/ O O 12 4 63x4 = 1 6 3x6 I I 2-0-0 2-0-0 Ilate Offsets(X,Y)- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 1CDL 11.0 Rep Stress lncr NO WB 0.10 Horz(CT) -0.00 8 n/a n/a CLL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, CT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800E 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-117(LC 8) Max Uplift 6=-183(LC 8),8=-233(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IlRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/58,4-8=-36/517,3-8=-563/326 EBS 3-5=-282/300 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. F� This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �} Q *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide is will fit between the bottom chord and any other members. �CJ�.•. I P1 R s"© 6)Refer to girder(s)for truss to truss connections. I )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��4 �920�P -7 capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 6 and 233 lb uplift at -, joint 8. --f --...! 9)This truss has been designed for a moving concentrated load of 250.0lb live and 250.01b dead located at all mid panels and at all -- - panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -yr OREGON �� 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ,l/ „� QED` 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. �' 14 2 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).11 t�j ' fiRRtLL CAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 ntinoed on nane 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0b Truss Truss Type Qty Ply 21367-1S K5948708 367-1S EJ13 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:41 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-JHTi1 WZgMg0Q2P5WKw5HMUX_KsMSeQcH7DoWLHzSjPC IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I 1 I I I I I, I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11.1473 rev.10!03/2015 BEFORE USE. ip Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �� A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948709 367-15 0 EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:42 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-nT14FsaS7_WHgZgjudcWvi484FihNttQLtY4tjzSjPB I I 200 2-0-0 Scale=1:22.0 1 7 1.5x4 II 1 2 4x8 = I 00 1111.111 o , 9 mi „ :tt 4 = N 4 v/ I. 111 12 4 1 65 3x4 = 3x6 I I 2-0-0 2-0-0 _ late Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:18 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-116(LC 8) Max Uplift 6=-180(LC 8),8=-230(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) it0RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/57,4-8=-35/517,3-8=-563/321 EBS 3-5=-277/294 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 )Provide adequate drainage to prevent water ponding. a cc�� n r This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �V QF *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide GINE' ;i will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 1,I � )Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifyizc" 89200 rcapacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 6 and 230 lb uplift at ,,^ ' ----) _ joint8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all a � ` __ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 OREGON t,,, !„(f 4- 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at ' ,4 ZQu t: 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. } e�' `j, 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Yj F?IRI IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 ntinued on oaae 2 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tx a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M,T®k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948709 367-1S 0 EJ14 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:42 2019 Page 2 I D:BRY3axW kgv6k2RkzwEhB9dzjVxF-nT14FsaS7_W HgZgjudcWvi484FihNttQLtY4tjzSjPB IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 I Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) II I I I I I I I I 1 I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE_".7 7 ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �£ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing W ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948710 0367-15 EJ15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:42 2019 Page 1 I D:BRY3ax W kgv6k2 RkzwE h B9dzjVxF-nT14 F5aS7_W HgZgjudcWvi484 Fig Nt?QLtY4tjzSjPB 2-0-0 2-0-0 Scale=1:22.0 I7 1.5x4 II 1 2 4x8 = I . -. g, 9 1111 4x4 = didi P !P8 "VM�I 12 4 1 6 6 3x4 = 3x6 I I 2-00 H 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 iCDL 11.0 Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 8 n/a n/a CLL 0.0 CDL 9.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight 19 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 13 T CHORD 2x4 DF No.1&Btr EBS 2x4 DF Stud/Std*Except* except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-108(LC 8) Max Uplift 6=-167(LC 8),8=-218(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/54,4-8=-30/518,3-8=-563/300 EBS 3-5=-253/269 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 IProvide adequate drainage to prevent water ponding. c� Pf� � This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V V *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,. tS will fit between the bottom chord and any other members. �Gj� ��Gt N s`o 6)Refer to girder(s)for truss to truss connections. C;? 2i Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify $� capacity of bearing surface. 89200P� t� Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 167 lb uplift at joint 6 and 218 lb uplift at �..- joint 8. ' a " 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all ��' panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON �� 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 4,. -.7 '}©�br 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. Y 14 `( 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /11 '9' �RRtI..\- ROAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 IMMO mit A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 7 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeit' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948710 0367-1S EJ 15 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:42 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-nT14FsaS7_WHgZgjudcWvi484FigNt?QLtY4tjzSjPB IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) 111 Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I mo WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948711 367-1S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:43 2019 Page 1 I D:B RY3axW kgv6k2 RkzwEh B9dzj VxF-Fg bTSCb4u Ie8H i FvRL81RvcJgf2u6KHaaXHdQAzSj PA 2-0-0 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = EllIWIMINIMI 1 l'' II';9 m rn 4x4 = N o 1!i�■ 12 4 I 6 5 3x4 = 3x6 I I 2-0-0 Ite 2-0-0 Offsets(X,Y)-- [3:0-1-12,0-2-0) TCLL (Ps25 0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 CDL 11.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% LUMBER- BRACING- iiOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-107(LC 8) Max Uplift 6=-164(LC 8),8=-214(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-5=-648/54,4-8=-29/518,3-8=-563/294 EBS 3-5=-247/263 irTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ilProvide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <0, 0 PR Qre.s� *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �\ G((1� /� 6)Refer to girder(s)for truss to truss connections. IBearing at joint(s)8 considers parallel to grain value using ANSI/1-P!1 angle to grain formula. Building designer should verify $920 P E -t"-_,r capacity of bearingsurface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 214 lb uplift at -" joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all - l e< panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0 Ct 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGONI1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at �. ,�� 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. "i?' 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 44i�� F2C) 4 4' 'es IOAD CASE(S) Standard FPR4tA- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 ntinttpd on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948711 367-1S EJ16 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:43 2019 Page 2 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-FgbTSCb4u Ie8HiFvRL8IRvcJgf2u6KHaaXHdQAzSjPA 1OAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I II I I I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire IC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 367-I S EJ17 SPECIAL 2 1 illK5948712 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:44 2019 Page 1 I ID:BRY3axWkgv6k2RkzwEhB9dzjVxFjs9rgycjfbm?vsg5?2f 79Ua307rmZjpB1AyczSjP9 I 2-0-0 I 2-0-0 Scale=1:22.0 I 1.5x4 7 1 2 4x8 = rn0o 0 IIIL4 = 9 0 o i_■ 12 4 i 6 5 3x4 = 3x6 I I 2-0-0 late Offsets X,Y 2 0-0 — [3:0-1-12,0-2-0] TCLL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 111 CDL 11.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:19 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-105(LC 8) Max Uplift 6=-161(LC 8),8=-211(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IIIRCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/53,4-8=-28/518,3-8=-563/289 EBS 3-5=-241/257 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C c?f_ Op s *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. CoN *.AGI N - .- 0/Q 6)Refer to girder(s)for truss to truss connections. )Bearing at joint(s)8 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify $92Q0P E -S7� I capacity of bearing surface. Q Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 6 and 211 lb uplift at Nti / joint 8. t/• 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all —L • �� .• panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Q 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v GREG®� k, 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated Ioad(s)104 lb down and 34 lb up at 4- ,�� 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. }� 1Rg•4 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' c�,�` .47 /2.1F3 I OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 April 9,2019 rigaiiiiiav ri:m,:. 7 72M701.7.7-1:2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing tvliTk" Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948712 .0 367-1S EJ17 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:44 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-js9rgYcjfbm?vsg5?2f 79Ua307rmZjpBiAyczSjP9 IOAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) IVert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtt-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not NM ME a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '` IN- 250 Klug Circle building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Ib Truss EJ18 Truss Type SPECIAL Qty Ply 21367-1S K5948713 367-1S 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:44 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-js9rgYcjtbm?vsg5?2f 79Ua307rmbjpBiAyczSjP9 I 2-0-0 I 2-0-0 Scale=1:22.0 I7 1.5x4 II 4x8 = 1 2 I 1 w rn� 9PilL (41 ,/ 8 0 i 1Ma 12 4 1 6 5 3x4 = 3x6 II 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12,0-2-0] 1113 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL I1.0 CLL 10 0 * Rep Stress Ina NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&BV IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-103(LC 8) Max Uplift 6=-157(LC 8),8=-208(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/52,4-8=-27/518,3-8=-563/283 EBS 3-5=-235/251 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. {�(_0 P Q�css *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide L C will fit between the bottom chord and any other members. ��CO NGI I J /� 6)Refer to girder(s)for truss to truss connections. �v 1 I)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 87L{�� 'yam capacity of bearing surface. '� )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 6 and 208 lb uplift atidlilli, joint 8. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. I 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OREGON . 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 0 Cr L. 7 �b 1i ' RR11.�- Q' 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. Al}' 2° T 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' "' 1 OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 EXPIRES: 12-31-2019 ntinued on oaae 2 April 9,2019 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall R� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V I�"�Qk° NI 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948713 Ob367-1S EJ18 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:44 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-js9rgYcjfbm?vsg5?2f 79Ua3O7rmbjpB1AyczSjP9 IAD CASE(S) Standard Uniform Loads(plf) Vert:4-6=-18 Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I 1 I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I iMIDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Malek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0K5948714 367-1S EJI9 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:45 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-B2jDttcLQvusXOPIZmADXKifKTkMaDts 1 rmkU2zSjP8 I 2-0-0 I 2-0-0 Scale=1:22.0 I1.5x4 II 7 I 1 2 4x8 = • min 0 o- w -9 0 4x4 = N lUlL 80 o 1/4I . MI 12 4 1 6 5 3x4 = 3x6 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12.0-2-0j (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-101(LC 8) Max Uplift 6=-154(LC 8),8=-204(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/51,4-8=-26/518,3-8=-563/278 NOTES- 0)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �{� p PR pi- will fit between the bottom chord and any other members. L 6)Refer to girder(s)for truss to truss connections. GI N h / 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify N �/f capacity of bearing surface.0 nf�•�r-�n Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 204 lb uplift at 87000PE 44.! joint 8. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all ,1 �',,• panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at el '' 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ci ,* 4 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /O iiiR)14 -" IOAD CASE(S) Standard -R f R L� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 April 9,2019 ontinued on owe 2 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Qualify Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply21367-1S K5948714 367-1S EJ19 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:45 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-B2jDttcLQvusXOPIZmADXKifKTkMaDts1 rmkU2zSjP8 1OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R MIN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y,iTek* le 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948715 367-1S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:46 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-fEGb5DdzAD0j8A_U7ThS3YEg4t3aJg90GVWHOVzSjP7 2-0-0 2-0-0 Scale=1:22.0 I1.5x4 II 7 1 2 4x8 = 111 Er e w� 9 �� m A 1' 4X4 = A 8.. .. 0 1� 12 4 1 6 5 3x4 = 3x6 2-0-0 late Offsets X,Y-- 2-0-0 ( ) [3:0-1-12,0-2-0] — - TCLL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 IIICDL 11,0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CLL 0,0 Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 8 n/a n/a CDL 9,0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-99(LC 8) Max Uplift 6=-150(LC 8),8=-201(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/51,4-8=-25/518,3-8=-563/272 NOTES- I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �CI � P f ®� will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. s` `N n 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - t'r`.' /p iiicapacity of bearing surface. (�N. „7 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 6 and 201 lb uplift at $}20Qp� joint 8. ' This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 100, 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON 4, 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. C11 Cr be 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <h '41" 1 4 2. �-�� v OAD CASE(S) Standard , I )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 '4'/ F?R 1 LL Uniform Loads(plf) Vert:4-6=-18 EXPIRES: 12-31-2019 ntinued on Daae 2 April 9,2019 Illp A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. imm Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing it $i�° �il is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. �Y�Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948715 367-1S EJ20 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:46 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-fEGb5DdzAD0j8A_U7ThS3YEg4t3aJg90GV WHOVzSjP7 TOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 ' Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ''° kms' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-IS 0 K5948716 367-1 S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:46 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-fEGb5DdzAD0j8A U7ThS3YEg4t3aJgBOGVWHOVzSjP7 I 2-0-0 2-0-0 Scale=1:22.0 ' 1.5x4 II 7 1 2 4x8 = -I I M ■ O -9 0 4X4 8 9 ....MCS 12 4 I 6 5 3x4 = 3x6 2-0-0 I2.0.0 I late Offsets(X,Y)-- [3:0-1-12,0-2-0] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=2 1.0 )0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 I CDLL 1.0 Rep Stress Ina NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CDL 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-97(LC 8) Max Uplift 6=-147(LC 8),8=-197(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/50,4-8=-24/518,3-8=-563/266 NOTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 4) MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 11 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1- *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide CJ��T` `} P �Ffi��i' will fit between the bottom chord and any other members. T.Y� Refer to girder(s)for truss to truss connections. GIN / 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify C? ®/"j 1capacity of bearing surface. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 147 lb uplift at joint 6 and 197 lb uplift at 4t` , 89200 P E. joint 8. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,f, Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ` ,,. 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON (lf� 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4. A• 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 016/���),' - r ' �{. IOAD CASE(S) Standard `� �R{L, Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntinUPd on oaoe 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. NutDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948716 367-1S EJ21 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:46 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-fEGb5DdzAD0j8A_U7ThS3YEg4t3aJgBOGV W HOVzSjP7 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mi �* 250 Klug Circle a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii�g building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1le15. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!TPl1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 III b367-1 S Truss EJ22 Truss Type SPECIAL Qty Ply 21367-1S 2 1 K5948717 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:47 2019 Page 1 I D:BRY3axW kgv6k2RkzwEh B9dzjVxF-7 RgzIZebxW 8amKZggBChcln?pG Pp27T9V8FgzxzSj P6 I I 2-0-0 I 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = .:MI =, .9 N — �111 -7 9 M O 4x4 = 8 I o 0 12 4 I 6 5 3x4 3x6 I I 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12,0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-96(LC 8) Max Uplift 6=-143(LC 8),8=-194(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/49,4-8=-22/518,3-8=-562/260 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � � [} P /- will fit between the bottom chord and any other members. 'N 6)Refer to girder(s)for truss to truss connections. Co G E / 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <tt p� Icapacity of bearing surface. 'JT )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 6 and 194 lb uplift at $9200PE joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all ` 4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1111 , 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at -37/ OREGON 1(/ 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /C 44' 14, 2,0 OAD CASE(S) Standard I Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ��R R`�`, V Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntinuprl nn nave 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Nut* Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS//TPII Quality W.Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S III K5948717 367-1 S EJ22 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:47 2019 Page 2 I D:B RY3axW kgv6k2 RkzwEhB9dzjVxF-7 RgzlZebxW 8a m KZgg BChcl n?pGPp27T9V BFgZxzSj P6 I OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 • Trapezoidal Loads(plf) II Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S I K5948718 367-1 S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:48 2019 Page 1 IIID:BRY3axWkgv6k2RkzwEhB9dzjVxFcdOMVvfDigGROU7tEujw8zgl2nalJko?O5NzSjP5 2-0-0 I 2-0-0 Scale=1:22.0 I 1.5x4 II 7 1 2 4x8 = o N I 7 9 4 II4x48 = A I i ■ , 0 0 ■ 12 4 I 6 5 3x4 = 3x6 2-0-0 2-0-0 LADING te Offsets(X,Y)-- [3:0-1-12.0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress lncr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:20 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-94(LC 8) Max Uplift 6=-140(LC 8),8=-190(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/49,4-8=-21/518,3-8=-562/254 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n r I *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �✓��� P R Op" str will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. CO G t N ., -• /� 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify f? 'T Icapacity of bearing surface. G(t )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint 6 and 190 lb uplift at cc' 89200 P E f' joint 8. 9)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `441. :o...-- - �Sf illa Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at .9 OREGON 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 0 Cr .4-, "LJ A, 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Al}' 7 4 '14 0- ley OAD CASE(S) Standard �� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-201 Vert:4-6=-18 ntimtert on nano 9 April 9,2019 I WARNfNG-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MfTEK REFERENCE PAGE Ml1-7473 rev.10/03/20t 5 BEFORE USE. MIMI lei valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing {�I Iek' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Qualify Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b IIITruss Truss Type Qty Ply 21367-1S K5948718 367-1S EJ23 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:48 2019 Page 2 I D:B RY3axW kgv6k2 RkzwEh B9dzjVxF-cd OM VvfDiq GRO U7tEujw8zKAZg I2nalJ ko?O5NzSj P5 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 IITrapezoidal Loads(pif) IIVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I : EM-A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss EJ24 Truss Type SPECIAL Qty Ply 21367-1S K5948719 1367-1S 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:48 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cdOMVvfDigGROU7tEujw5zKAZgl1 nanJko?O5NzSjP5 I I 2-0-0 2-0-0 Scale=1:22.0 I 1 1.5x42 II 7 4x8 = 1 T d,ci A I m �9 1 :4 = x1111 co 11 0 0 !i� 12 4 I 6 5 3x4 = 3x6 ll 2-0-0 2-0-0 LADING te Offsets(X,Y)- [3:0-1-12.0-2-0] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL 9.0 LUMBER- BRACING- iiOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-92(LC 8) Max Uplift 6=-136(LC 8),8=-186(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/48,4-8=-20/518,3-8=-562/248 NOTES- I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c[} P Q -- will fit between the bottom chord and any other members. �, s 6)Refer to girder(s)for truss to truss connections. `Co ti at N',.h s4, 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify � T capacity of bearing surface. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at joint 6 and 186 lb uplift at 89200PE joint 8. This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all „pr '; panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. # 0)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at -44 At_OREGON1ll� 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. CI 4.- 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -, 4p1" 14 '24 Q' OAD CASE(S) Standard I )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ��R 1 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntinNed on nane 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall swam building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPl1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b367-1S IIITruss Truss Type Qty Ply 21367-1S K5948719 367-1 S EJ24 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:48 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-cdOMVvfDigGROU7tEujw8zKAZgl1 nanJko?O5NzSjP5 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 I Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I I I I I I I IMMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milekp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948720 367-1S 1111 EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 S Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:49 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-4pykjFgrT8Ol?di3obE9hAsLJ45GW12SySkxdpzSjP4 II2-0-0 I 2-0-0 Scale=1:22.0 I1 1.5x42 II 7 4x8 = I o O N 9 N cP v, 9 I/II 4x4 = M „ 8 a 12 4 I 6 5 3x4 = 3x6 2-0-0 2-0-0 11late Offsets(X,Y)— [3:0-1-12,0-2-0] 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TILL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL CLL 11.0 Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 8 n/a n/a 0.0 Code IBC2015/TPI2014 9.0 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std`Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-90(LC 8) Max Uplift 6=-132(LC 8),8=-183(LC 9) Max Gray 6=553(LC 24),8=585(LC 33) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/47,4-8=-19/518,3-8=-562/242 NOTES- IWind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. IThis truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P Rr This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q C will fit between the bottom chord and any other members. .`._ Gil�� s�� 6)Refer to girder(s)for truss to truss connections. Co 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� �"77j capacity of bearing surface. I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 132 lb uplift at joint 6 and 183 lb uplift at 4�C/ :9200P S`,• 0 . joint 8. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all • panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. f Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. )Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at 1t OREGON 4/1-9 4 on top chord. The design/selection of such connection device(s)is the responsibility of others. li ON 42' 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �©/�j j' 1 4 2- 111 AD CASE(S) Standard i R R �. Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntirnled on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY!i Te 11 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIf Quality Criteria,OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948720 $167-1S EJ25 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:49 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-4pykjFgrT8Ol?di3obE9hAsLJ45GW 12SySkxdpzSjP4 IAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 I Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I I I I I I I I 1 I 1 I I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE**is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss (Truss Type Qty Ply 21367-1S K5948721 ir 367-1S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:50 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-Y0W6wbgTERW9dnH FMJmOEOPW3URVFVKcB6UV9GzSjP3 I I 2-0-0 2-0-0 Scale=1:22.0 1 II 1 1.5x42 7 4x8 = Iii4 = g ►- 8 0 4 12 4 i 6 3x4 = 5 3x6 II 2-0-0 2-0-0 111late Offsets(X,Y)-- [3:0-1-12,0-2-0] 0ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Roof DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 DL 11.0 Rep Stress Ina NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL LUMBER-it BRACING- "-OP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr IEACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-88(LC 8) Max Uplift 6=-129(LC 8),8=-179(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/47,4-8=-18/518,3-8=-562/236 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� P h *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �© VF will fit between the bottom chord and any other members. �'� ����N ErCf�j SS 6)6)Refer to girder(s)for truss to truss connections. T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,Cf capacity of bearing surface. p Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 6 and 179 lb uplift at 200P joint 8. This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all y . . , panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ✓ Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. fl Hanger(s)1) or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at -9 OREGON tx 4/ 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 43' 2)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /4) 7 IOAD CASE(S) Standard g.R R 10- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntinued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* MINIM is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 lib Truss Truss Type Qty Ply 21367-IS K5948721 367-1S EJ26 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:50 2019 Page 2 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YOW6wbgTERW9dnH FMJmOEOPW3URVFVKcB6UV9GzSjP3 OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) IVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I I 1 I 1 I I I I I I I I IA WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekx Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see• ANSI/TPII Qua Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.lity Criteria,DSB-89 and BCS1 Building Component 250 Klug Circle Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948722 67-1 S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:50 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-YOW6wbgTERW9dnH FMJmOEOPW3URVFVMc86UV9GzSjP3 II I 2-0-0 2-0-0 Scale=1:22.0 1.5x4 1 2 7 4x8 = 1 -:�=, I o O N m - � O 1 M ' FAI II4x4 = I NEI . , 8 q 111 WIN= 12 4 6 3x4 = II 5 3x6 II 2-0-0 I 2-0-0 I Ilate Offsets(X,Y)-- [3:0-1-12.0-2-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x4 DF No.1&Btr tTOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr EACTIONS. (lb/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-87(LC 8) Max Uplift 6=-125(LC 8),8=-175(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-5=-648/46,4-8=-17/518,3-8=-562/229 NOTES- )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.I P R *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� Qfi will fit between the bottom chord and any other members. � jINE ��P 6)Refer to girder(s)for truss to truss connections. T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7,-___, 0 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 6 and 175 lb uplift at 89200PE joint 8. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all411P. y panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `-- -' Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. in tr 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at y may_OREGONtx 40 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. ,Q �'� 2)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Y 14 1 2 OAD CASE(S) Standard FiR I`\- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntinued on Daae 2 I mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. I ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not `¢ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i iA^� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 114ek4 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see11. ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948722 67-1S EJ27 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:50 2019 Page 2 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Y0W6wbgTERW9dnH FMJmOEOPW3URVFVMcB6UV9GzSjP3 LAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) iiVert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) I 1 I 1 I I I I I I i I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-15 K5948723 67-1SOr EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:51 2019 Page 1 I D:B RY3axW kgv6k2RkzwEh B9dzjVxF-0C4U 8xh6?le0 FxsRv0Hdmbxhpun k_yFlQm D2i izSj P2 I 2-0-0 I 2-0-0 Scale=1:22.0 1111 1.5x42 II 7 4x8 = II =, O N M A ,9 I 1I! 84x4 = 0 0 y� 12 4 63x4 = 5 3x6 H I 2-0-0 2-0-0 late Offsets(X,Y)-- [3:0-1-12.0-2-0j ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Vd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5 >999 360 MT20 220/195 Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-5 >999 240 CDL 11.0 Rep Stress Ina NO WB 0.06 Horz(CT) -0.00 8 n/a n/a CLL 0.0 * 9.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 5 >999 240 Weight:21 lb FT=20% _ .,DL LUMBER- BRACING- ��� EBS 2x4 DF Stud/Std*Except*P CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, OT CHORD 2x4 DF No.1&Btr except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x6 DF 1800F 2.1E OTHERS 2x4 DF No.1&Btr I EACTIONS. (Ib/size) 6=109/Mechanical,8=192/0-5-8 Max Horz 6=-85(LC 8) Max Uplift 6=-121(LC 8),8=-171(LC 9) Max Gray 6=553(LC 24),8=585(LC 26) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-5=-648/46,4-8=-15/518,3-8=-562/223 O 3 NOTES- Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �a P Rr This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide c;',.. F°�� Q�C will fit between the bottom chord and any other members. �1AG,NE- ,�t51,rp 6)Refer to girder(s)for truss to truss connections. T 7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. • Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 121 lb uplift at joint 6 and 171 lb uplift at s g a� f '` f . joint 8. )This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at allW> panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 34 lb up at OREGON 4i 1-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. �Lf "Q y ZQ� � 2)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q 1il.f4 OAD CASE(S) Standard �R R t i..\- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:4-6=-18 April 9,2019 ntiniied nn n ae 7!. I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. * Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tele Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948723 67-1S EJ28 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:51 2019 Page 2 I D:B RY3axW kgv6k2RkzwEh B9dzjVxF-0C4 U 8xh6?Ie0 FxsRv0Hdmbxh pu n kyfiQmD2iizSj P2 OAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-82 Trapezoidal Loads(plf) Vert:1=-132(F=-60)-to-2=-135(F=-63),2=-135(F=-63)-to-3=-146(F=-74) $ I 1 I I II I I I I I V A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mi fek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek` mew bill is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ll Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-IS K5948724 111 67-1S FG01 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:52 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-UOesLHikm3mts5ReTkosJpUt5H8zjL5ueQzbE8zSjP1 I 2-9-12 5-7-8 I 2-9-12 2-9-12 Scale=1:18.6 3x4 II 3x8 = 3x4 II i1 2 11 3 12 4 5 Ile MlliM Ill I 1 ,.111.1= � I-IMI MIIIENIEWIEMNilan ( i 138 14 7 4x8 = 3x4 I I I 10 9 6 4x8 = 2-9-12 5-7-8 I 2-9-12 2-9-12 11ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 8 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.30 Horz(CT) 0.00 7 n/a n/a LCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:80 lb FT=20% DL 9.0 MBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, IT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. –REACTIONS. (lb/size) 9=1564/Mechanical,7=1564/Mechanical Max Horz 9=-80(LC 4) Max Uplift 9=-235(LC 4),7=-235(LC 5) Max Gray 9=1584(LC 16),7=1587(LC 15) ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-608/39,4-7=-544/39 tOT CHORD 8-9=-150/824,7-8=-150/824 EBS 3-9=-1121/183,3-8=-139/1473,3-7=-1119/181 TES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. IIIBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed;4 f��® PR��rs MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate c grip DOL=1.60 C?tNE / � (} TOW ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Partially Exp.;Ct=1.10 � jS1 �� 5)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $gQQP �- *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 9 and 235 lb uplift at r *'oint7. � YThis truss has been designed fora moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all QR��Q� �(/ panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 2' 0 Girder carries tie-in span(s):22-10-8 from 0-0-0 to 5-7-8 "/f,�� 14, � AD CASE(S) Standard .R R t` Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-484(F=-466) April 9,2019 II / N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mff-7473 rev.10/03/2015 BEFORE USE. ; Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MAC building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 167-1S Truss Truss Type Qty Ply 21367-1S 111 K5948725 67-1 S FGO1 A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:53 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ybCFZdjMXMukUF0g1 RJ5r012ghTASoL2t4i9mbzSjPO I 2-9-12 I 5-7-8 I 2-9-12 2-9-12 Scale=1:16.7 1 2 11 3 12 4 5 3x4 MI 11 I I III= 1111h&IIMMII. I i MI i0 'Oi 13 8 14 7 10 4x8 = 1 3x4 II 4x8 = 9 6 2-9-12 5-7-8 2-9-12 2-9-12 LADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 8 >999 240 ITCDL 11.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.00 7 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:78 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, T CHORD 2x6 DF 1800F 2.1E except end verticals. 1 EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EACTIONS. (lb/size) 9=1564/Mechanical,7=1564/Mechanical Max Horz 9=-76(LC 6) Max Uplift 9=-233(LC 4),7=-233(LC 5) Max Gray 9=1582(LC 16),7=1586(LC 15) 111ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-609/39,4-7=-545/39 OT CHORD 8-9=-153/862,7-8=-153/862 itEBS 3-9=-1146/185,3-8=-138/1472,3-7=-1145/183 OTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 4 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; nn MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate t ci�V PR V� TgrCLLip D::ASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 O.� ,~Gt N��1���/Q 5)Provide adequate drainage to prevent water ponding. �f✓u*0 T This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OP 'VC. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide2 ter/ will fit between the bottom chord and any other members. / Refer to girder(s)for truss to truss connections. Zt � 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 233 lb uplift at joint 9 and 233 lb uplift at CC This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all joint 7. y OREGON �4/C panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /� it )Girder carries tie-in span(s):22-10-8 from 0-0-0 to 5-7-8 -37, it_ 14, d) p. ill AD CASE(S) Standard �r?RIO- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-484(F=-466) April 9,2019 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTQkR is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948726 367-1 S 0 FGO2 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:53 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-ybCFZdjMXMukU FOg 1RJ5r01_DhRQSnW2t4i9mbzSjPO 2-7-12 7-1-4 � 9-9-0 I 2-7-12 4-5-8 2-7-12 Scale=1:18.1 11 3x4 H 3x4 = 3x4 = 3x4 H 1 2 12 3 13 4 14 5 6 e X O X j� X YT C , 15 9 16 _ 8 4x8 6x6 = I 11 10 7 4x8 = 4-10-8 9-9-0 I II I 4-10-8 4-10-8 late Offsets(X,Y)-- [9:0-3-0,0-4-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.03 9-10 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 9-10 >999 240 Weight:120 lb FT=20% CDL 9.0 LUMBER- BRACING- li,OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2285/Mechanical,8=2285/Mechanical Max Horz 10=65(LC 5) Max Uplift 10=-327(LC 4),8=-327(LC 5) AORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-604/35,3-4=-2924/378,5-8=-547/32 OT CHORD 9-10=-295/1669,8-9=-281/1669 EBS 3-10=-2010/329,3-9=-163/1732,4-9=-163/1732,4-8=-2010/329 OTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ITop chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. )Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; c4.0 PR V��s MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate t- C 4)TCLrip D ASCE 07-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,GJ�` �GI P E 1, / 5)Provide adequate drainage to prevent water ponding. �� �` T �/ This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4 izt i7,Z�t}PE � This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 10 and 327 lb uplift 1at joint 8. fl 0)This truss has been designed for a moving concentrated load of 250 OIb live and 250 OIb dead located at all mid panels and at all OREGON panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1)Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0 <,6riiAl}' 142-°20 �. OAD CASE(S) Standard r 7 R I t-'- Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-397(F=-379) April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not [R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iUl iTeJkQ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948727 367-1S FGO2A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:54 2019 Page 1 ID:BRY3axW kgv6k2RkzwEhB9dzjVxF-Qnldmyj_Ig0a6Pb0b9gKOEZ7P5mhBEMB6kSil1 zSjP? I 2-7-12 71-4 9-9-0 I 2-7-12 4-5-8 2-7-12 Scale=1:18.1 3x4 II 3x4 = 3x4 = 3x4 II 1 2 12 3 13 4 14 5 6 I k ••• 15 16 9 17 18 8 4x8 = 6x6 = 11 10 7 4x8 = 4-10-8 9-9-0 4-10-8 4-10-8 late Offsets(X,Y)-- [9:0-3-0,0-4-4) ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.02 9-10 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.04 9-10 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 8 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 9-10 >999 240 Weight:122 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1E except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=2776/Mechanical,8=2794/Mechanical I Max Horz 10=-71(LC 6) Max Uplift 10=-419(LC 4),8=-422(LC 5) Max Gray 10=2784(LC 15),8=2819(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-10=-606/36,3-4=-2986/400,5-8=-547/32 OT CHORD 9-10=-306/1684,8-9=-291/1683 EBS 3-10=2102/350,3-9=-193/1841,4-9=-193/1859,4-8=-2105/350 NOTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. n�1 r Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ��s �D R v�`S.MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �`G1 N 1C� f ip OL=1.60 Co 4)TgrCLLD ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �N.7 V`v �*T Ol',,., Provide adequate drainage to prevent water ponding. $92dQP This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Refer to girder(s)for truss to truss connections. 1.411' AlliP )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 lb uplift at joint 10 and 422 lb uplift Q at joint 8. �7 OREGON 4' 0)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all L r ' 2®'� CC '�. panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '1 4 4ea5: © 11)Girder carries tie-in span(s):19-0-0 from 0-0-0 to 9-9-0 ('tt�/- b Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 92 lb up at r�R 11,.� 111 1-3-8,and 534 lb down and 92 lb up at 8-7-8 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXP I RES: 12-31-2019 LOAD CASE(S) Standard April 9,2019 ntintlid nn naae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MINIM Nu building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948727 367-1 S FGO2A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:54 2019 Page 2 ID:BRY3axWkgv6k2RkzwEh89dzjVxF-Qnldmyj_Ig0a6Pb0b9gKOEZ7P5mhBEMB6kSil1 zSjP? OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-397(F=-379) IConcentrated Loads(Ib) Vert:15=-500(F)18=-500(F) I I I I I I I I I I I 1 I le A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nott* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IUliTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 067-1S Truss Truss Type Qty Ply 21367-1S K5948728 67-1 S FGO2B MONO TRUSS 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:55 2019 Page 1 I D:B RY3 ax W kgv6 k2 RkzwE h B9dzj Vx F-u zJ?z I kc3_8 RkYAD85 LZx R6 NAV 9 Kwmj L LO B G rTzSj P_ I 4-8-9 9-5-2 4-8-9 4-8-9 0.25 12 Scale=1:19.0 3x4 II 1 4x4 = 2 9 3 3x4 = 10 4 5 o Ir, ri/ ______ o I •♦♦O♦O�♦�p�ipp�p'Op♦♦4p�p♦j♦�p�iO�ODip�♦p�♦p�p0♦�♦j♦�♦�Oi'p♦O�♦�♦p'p�0�♦p�♦Opp♦�di�Op♦O�O�O♦♦♦♦OOi'i'iOi'i♦i'Oii'i'Oi'i'i'i'i'i'i♦Oi'Oi'i'i'i'i'i'Oi'i'i'i'ii♦i'OiO4',•o!i b Truss Truss Type Qty Ply 21367-1S K5948729 367-1S HG01 MONO TRUSS 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:56 2019 Page 1 I D:BRY3axWkgv6k2RkzwEhB9dzjVxF-NAtN BeIEgH H ILiIPiasoTfIYMvVLfAjUZ2xpMvzSjOz 4-0-12 8-1-8 4-0-12 4-0-12 0.25 12 Scale=1:19.5 3x4 1 2 4x4 = 11 3 3x4 = 12 4 5 I I I-i-i . 138 14 7 3x4 = II 10 9 6 3x4 4x4 = 4-0-12 8-1-8 4-0-12 4-0-12 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.01 8-9 >999 240 TCDL 11.0 Rep Stress lncr NO WB 0.20 Horz(CT) 0.00 7 n/a n/a ICLLCDL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 8 >999 240 Weight:106 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, OT CHORD 2x6 DF 1800F 2.1Eit except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FACTIONS. (lb/size) 9=899/Mechanical,7=899/Mechanical Max Horz 9=82(LC 5) Max Uplift 9=-146(LC 4),7=-126(LC 8) Max Gray 9=917(LC 20),7=899(LC 28) 11ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-776/132,2-3=-768/120,4-7=-545/48 itOT CHORD 7-8=-101/765 EBS 2-8=-157/893,3-8=-108/389,3-7=-902/121 OTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 1-y MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ��® v�C ip )TrCLLD::ASCE 77-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 `�j'( ���NE� s�/© 5)Provide adequate drainage toprevent water ponding. C? q 9 �/ n for a 10.0psf bottom chord live load nonconcurrent with anyother live loads. �✓ 0 This truss has been designed t�y n This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 872V�P� will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4114. •0.1.-- .--. ! 4 9=146,7=126. This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all ,A}_OREGON '17, panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. tkr ,n�"�7,Q� u ' '� 1)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 8-1-8 V 14. 2P 4 11 AD CASE(S) Standard R(� �- �� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-10=-149(F=-131) April 9,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948730 0367-1S HG02 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:56 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-NAtNBelEgHHILilPiasoTffaZvVefDNUZ2xpMvzSjOz 1-10-83-9-0 I 1-10-8 1-10-8 1 2 " 10 W 11 =' 5 Scale=1:16.6 iMO EM in 1ill rill" I N■ ■■ ME E e 1 111111=IME ' 12 7 9 4x4 = i 8 4x4 = 6 3 9-0I I 3-9-0 EADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 7-8 >999 360 MT20 220/195 (RoofSnow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.01 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 7 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.00 7-8 >999 240 Weight:54 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-5, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=499/Mechanical,7=499/Mechanical Max Horz 8=-76(LC 4) Max Uplift 8=-100(LC 4),7=-100(LC 5) Max Gray 8=764(LC 20),7=722(LC 23) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-602/25,4-7=-507/25 EBS 3-8=-296/64,3-7=-296/63 OTES- 2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. IBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ® PRQ1 . TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 '\ '' `��Q Provide adequate drainage to prevent water ponding. co 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ( ..T? 12 $*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide =9�i® Y f, will fit between the bottom chord and any other members. Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,7. f f,. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ct 1)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 3-9-0 �"OREGON 41 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �G� 'kt q y 2,0 4.A O 14, _ t LOAD CASE(S) Standard IDead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4i .�R t}�1- Uniform Loads(plf) Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-194(F=-176) EXPIRES: 12-31-2019 April 9,2019 a. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �q IYI Fie is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948731 0367-1S HG03 SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:57 2019 Page 1 ID:BRY3axWkgv6k2RkzwEhB9dzjVxF-rMRIO_msbbP9zsJbGHO10sBIJIgoOgdeoigMuMzSjOy 1-10-8 I 3-9-0 1-10-8 1-10-8 1 2 " 10 1? ' 11 5 Scale=1:17.5 I. MI 111111i MI 1,111111I I NOWA =MI 9 4x8 = 12 7 I 8 6 458 = 3-9-0 3-9-0 "LADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.01 7-8 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.01 7-8 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 7 n/a n/a CDL 9.0 Code IBC2015/TP12014 Matrix-MP Wind(LL) 0.01 7-8 >999 240 Weight:56 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-5, except end verticals. OT CHORD 2x6 DF 1800F 2.1EIt BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=1174/Mechanical,7=1174/Mechanical Max Horz 8=-82(LC 4) 4Max Uplift 8=-192(LC 4),7=-192(LC 5) Max Gray 8=1211(LC 16),7=1214(LC 15) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-601/25,4-7=-506/25 'VEBS 3-8=-290/68,3-7=-290/67 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. IBottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �{s ® PRoFess TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 L c 5)Provide adequate drainage to prevent water ponding. �Cj ,...‘GINE -,,, `NE -� /p 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide k/ will fit between the bottom chord and any other members. 89200PE r. Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 4411, .s . ,, ' 8=192,7=192. 0)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. '7OREGON P./a- 1) Girder carries tie-in span(s):19-10-0 from 0-0-0 to 3-9-0;8-4-0 from 0-0-0 to 3-9-0 - -.7 ZON '�- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. l3 )' 14 �. OAD CASE(S) Standard R R L` Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) EXPIRES: 12-31-2019 Vert:1-2=-72,2-4=-72,4-5=-72,6-9=-554(F=-398,B=-139) April 9,2019 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �A IYI iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948732 367-1 S 0 MS 1 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:58 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-JY?8cKnVMvX0bOuoq_vGY4ktiiBV77hn1 MQwQozSjOx 1-10-8 1-10-8 1 2 4x4 = g 3 q Scale=1:16.5 I M ► in ii. ., . ._ ■■ _ ,iim4 r 10 6 8 I 4x4 = 5 3x4 III 1-10-8 1-10-8 !FADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a RCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-75(LC 8) Max Uplift 8=-151(LC 8),5=-151(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) 11ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/224,3-6=-623/155 tiTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ifTCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) co� PR 0 p�`ScS' 8=151,5=151. F* C 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all �C3 - GINS /© panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'Z- �j �Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �/ $< ) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200 P E 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) 40p. ,00„;40„. is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). AD CASE(S) Standard -�` OREGON to Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1- N. A. Uniform Loads(plf) /0 "4- 14, 2.° "� Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 it4 cip• Concentrated Loads(Ib) I R}�`� �. I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 9,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948733 67-1 S MS2 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:58 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-JY?8cKnVMvX0bOuoq_vGY4ktgiBV77gn 1 MQwQozSjOx I 1-10-8 1-10-8 1 2 4x4 = g 3 4 Scale=1:16.8 IME M ME 11 MI1 liI MI ■■ t ,,41•Mildni 11111 i 10 6 8 Ill I 5 3x4 I 4x4 = 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E.0 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std EACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-76(LC 8) Max Uplift 8=-153(LC 8),5=-153(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/228,3-6=-623/155 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) {��d P R Qfiest� 8=153,5=153. `i` 8)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all �Cj . Gt N� ,h �® panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C? '9 i�. Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �/ "�' I Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up atct" 89200P E r. 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. idr/ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). --,, In AD CASE(S) Standard -y OREGON 43:' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4- x v` i4„ Uniform Loads(plf) '..t Ilk'' '14 r 2g) ' ' Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 /11. •` 1�j�' Concentrated Loads(Ib) R R�' �. I Vert:9=-500(F)10=-500(F) - EXPI RES: 12-31-2019 April 9,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mitDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948734 0367-1S MS3 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:50:59 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-nIZWpgn77CftCAT_NiQV5HH2N6VjsauwG09TzEzSjOw 1-10-8 1-10-8 1 4x4 = Scale=1:17.1 2 9 3 4 .1111 IMI I I t MN Ell 9 O1 sem1 10 6 8 7 5 3x4 4x4 = 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (RoofSnow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCLL 10.0 1.0 R Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a CDL 9,0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std EACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-78(LC 8) Max Uplift 8=-155(LC 8),5=-156(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/233,3-6=-623/156 OTES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4Refer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) (Q� PR Q�r 8=155,5=156. ,`�,� `sS This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all �Gj ��GI N��� /�} panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,SO T /� Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �/ �` Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200P E 1' 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.'. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). — 4� .' AD CASE(S) Standard f7`' OREGON1(r Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 10 Sr '�/ Uniform Loads(plf) �S' 1 4 2" t� Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 A.f b R`� T- Concentrated Loads(Ib) r+ I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 9,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Mt1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948735 367-1 S MS4 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:00 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Fx7u 10oltWnkciK2AxPxkeVpD4Wryb164Ugv1 VhzSjOv I 1-10-8 I 1-10-8 1 4x4 = Scale=1:17.3 2 9 3 4 I•i► I• I i Iii . I $ I• ME .111111 10 6 8 7 5 3x4 4x4 = 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (Ib/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-79(LC 8) Max Uplift 8=-157(LC 8),5=-158(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/237,3-6=-623/156 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) a�® PR(1 fir 8=157,5=158. „`'�C` `6:0 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all �Gj . Gl NE.n /o panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C;} 'T /� IGraphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. w tt�� n y Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up atCC' x,9200 P 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Air- 11AD CASE(S) StandardOREGON �� Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 10 L. 41 Uniform Loads(plf) /^ An' 7 4 2-°d Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 "Op, Loads(Ib) Sf ER R 1 t.,\, I Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/03/2015 BEFORE USE. '. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall emml building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' hu 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Quality Criteria,DSB-89 and BCS/Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948736 367-1 S MS5 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:00 2019 Page 1 ID:jaigHA2yM7LWX3u1OVv7rizjVrO-Fx7u10oltWnkgK2AxPxkeVpD1 Wryb144Ugv1VhzSjOv 1-10-8 1-10-8 1 454 = Scale=1:17.6 29 3 4 111 Lii .:I .. . I1, IIIMMU 10 6 8 I354 7s I 4x4 = 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. T CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std ACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-81(LC 8) Max Uplift 8=-160(LC 8),5=-160(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/243,3-6=-623/157 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ,,,t0 PR Opt,5=160. ��`` `6t0 8)This truss has been designed for a moving concentrated load of 250.01b live and 250.0Ib dead located at all mid panels and at all �Cj NGI NEAR /� panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. > Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. / ' r� 'V Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at ��GU®P 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. gm 1 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). F.. j ,, " , AD CASE(S) Standard 7 OREGON Lf/ Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 L. 27 N As. Uniform Loads(plf) ' }- 14 '1C3 # Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 q r R " IConcentrated Loads(Ib) ",. Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not g a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Oil Truss Truss Type Qty Ply 21367-1S K5948737 367-1S MS6 SPECIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:01 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-j7hGEMpNegvbSTdMV7SzAiMOIwBBKU I DjKea17zSjOu 1-10-8 1-10-8 1 4x4 = Scale=1:17.8 2 g 3 4 3x4 � I► 1y= I i „ 1 ■■ . %Mal. 1i 10 6 8 7 5 3x4 11 4x4 = 1-10-8 I 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP LL25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 6-7 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.00 6-7 >999 240 TCDL 11.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 5 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.00 6-7 >999 240 Weight:17 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. (lb/size) 8=584/Mechanical,5=584/Mechanical Max Horz 8=-83(LC 8) Max Uplift 8=-162(LC 8),5=-162(LC 9) Max Gray 8=764(LC 24),5=691(LC 26) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-721/247,3-6=-623/157 TES- Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ITCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. IRefer to girder(s)for truss to truss connections. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) c2�[} PR Ore, 8=162,5=162. .��,�` {t;S'ey 8)This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all �Gj �� �N E�`zy fp panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �? TT Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. k/ -57 Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)534 lb down and 208 lb up at 89200 PE r 0-11-4 on top chord,and 534 lb down and 208 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. a �T _vim 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1AD CASE(S) Standard .9 OREGON j4' Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4 -7 N Uniform Loads(plf) ',4 '41).' 14, 2." Vert:1-2=-72,2-3=-72,3-4=-72,5-8=-18 A, I Concentrated Loads(lb) rel�f R 4�„�• Vert:9=-500(F)10=-500(F) EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,OSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 0 K5948738 367-1 S SB1 SPECIAL 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:02 2019 Page 1 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-BJEeRhq?P71 S3dCZ3gzCjwvYdJXA3sjNy_O7ZZzSjOt I 1-10-8 I 1-10-8 1 3x4 = Scale=1:13.5 2 7 3 4 I1.5x4 II 1 .................... ................... . ..... . . .......ti................ ..• .. ......... ............... ... ip•OiO�i•0iiiv��ii'ii�i'ii'i0i'ii'i'i'o'Oij• I 3x6 II 6x6 = 6 8 5 1-10-8 1-10-8 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP LL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.01 6 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:12 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, OT CHORD 2x4 DF No.1&BtrII except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-142(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-386(LC 32),1=-182(LC 36),5=-560(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=534(LC 68),1=499(LC 62),5=555(LC 36) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=478/437,2-3=-423/424,3-5=-515/67 OT CHORD 5-6=-391/393 EBS 2-5=-767/767 OTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; itMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ® PR AFF Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 6,182 lb uplift at , ..`. t�s joint 1 and 560 lb uplift at joint 5. 4Co• taGI N /Q 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all T /jj. Ipanel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. -7 This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist dragcc" 89200 E loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 4 OREGON�t �4/ 'd '4)'- 14, 253 4?..4 RRtk- I EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10l03/2015 BEFORE USE g '..ii, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948739 367-1 S 0 SB2 SPECIAL 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:03 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-fWo1 f1 gdAR9JhnnIcYURF7RgIjtPoGW WAe7h6OzSjOs I 1-10-8 I 1-10-8 1 2 6x6 = 3 Scale=1:19.3 7 4 1.5x4 II i \ I I •�OSW. .000OO�Opp��:,4 3x6 H • = 6 8 5 1-10-8 1-10-8 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP CLL25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.00 5-6 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.00 5-6 >999 240 TCDL 11.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.02 6 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-P Wind(LL) 0.00 6 **** 240 Weight:16 lb FT=20% CDL 9.0 UMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, itOT CHORD 2x4 DF No.1&Btr except end verticals. EBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-179(LC 30) Max Uplift All uplift 100 lb or less at joint(s)except 6=-520(LC 32),1=-403(LC 32),5=-917(LC 31) Max Gray All reactions 250 lb or less at joint(s)5 except 6=531(LC 68),1=502(LC 62),5=911(LC 36) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-578/590,2-3=-436/439,3-5=-514/118 OT CHORD 5-6=-409/414 EBS 2-5=-1177/1177 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; IMWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P R Fr will fit between the bottom chord and any other members. 0 C Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 6,403 lb uplift at '4 t� joint 1 and 917 lb uplift at joint 5. \o ��A INE 'T (S'fO 7)This truss has been designed for a moving concentrated load of 250.OIb live and 250.01b dead located at all mid panels and at all f,' T 1j � panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �W $��QQ .7 )This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-8 for 300.0 plf. 7. , OREGON t,, to /? 14, 2 gyp, FRRtt. EXPIRES: 12-31-2019 April 9,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not it, a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A T building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI a Iek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Qualify Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 OID Truss Truss Type Qty Ply 21367-1S K5948740 367-1S WG1 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:05 2019 Page 1 I ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-cuwn4jsui2P1w5x8kyXvLYX4LXUHGBDpeycnAuzSjOq 3-2-10 8-9-14 14-5-2 20-0-6 25-7-10 28-10-0 3-2-10 5-7-4 5-7-4 5-7-4 5-7-4 3-2-6 Scale:1/4"=1' I 7x6 = 1 2 2i 3 IRI [711 6a i 'l C I 5 IRI 2 IR 6 R 2� 671 7 1A5 8 9 r [7 Ea Ei MI E9 E] m [] p��p�ppp��2x; yO�pODOp�O�ppOO�Di�i�i�i0i�0i�i�i�Oi�Di�i�i�i�i�i�i�i�i�i�i�i�i�i�i�DiOpO�000�p�pO��O�p���� Q Op: ......6....ys�: _LaO....e.,�•e..e..e •.a��0i�♦ 6x6 = 26 18 27 28 17 29 16 30 15 31 14 32 13 12 33 34 35 36 11 37 19 7x6 = 10 I 4x4 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD IMOVEMENT OF THE BEARING. 2-8-4 6-0-4 7-11-0 11-7-84-9-0 1-3-0 I 15-1-4 17-2-12 I 22-3-8 221-1070 27-7-0 - 28-10-01 2-8-4 3-4-0 1-10-120-6-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[14:0-3-0,0-4-8] 3-8-8 3 5-12 2-1-8 5-0 12 ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.04 11-12 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 19 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.02 11-12 >999 240 Weight:343 lb FT=20% CDL 9.0 LUMBER- BRACING- liOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 0-3-8 except(jt=length)19=2-11-12,1=2-11-12,10=1-6-8,14=14-4-8,15=14-4-8,9=1-6-8. I (Ib)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 19=-867(LC 22),1=-396(LC 56),10=-1160(LC 27), 14=-244(LC 22),15=-359(LC 22),9=-333(LC 61),18=-185(LC 33),16=-176(LC 22),13=-308(LC 25), 11=628(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 19=1515(LC 47),1=346(LC 54),10=678(LC 22), 14=1397(LC 1),15=1846(LC 1),18=1315(LC 46),16=1112(LC 47),13=1797(LC 1),11=3902(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-19=-700/135,2-3=-843/845,3-4=-2441/1276,4-5=-1084/1482,5-6=-1061/1330, 6-7=-1867/1120,7-8=-962/970,8-10=-625/109 I OT CHORD 18-19=-1055/1676,17-18=-1013/1586,16-17=-933/1232,15-16=-1058/1326, 14-15=-1284/976,13-14=-949/1033,12-13=-989/1080,11-12=-884/1326, 10-11=-1058/1352 WEBS 3-19=-2105/1391,3-17=-1166/1841,4-17=-1268/2286,4-15=-2652/1520, 5-15=-1219/1214,5-14=-1127/1170,6-14=-2154/1422,6-12=-1165/1821, 7-12=-1091/1605,7-10=-1716/1317 nv PROF ,6 ,`�,`` GINE Gs�l 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: t �� jC11 /) Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,,,,,,C-0" ,: T IBottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. 4 89200PEr„ Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ... ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; " MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plateCC I grip DOL=1.60 71- 9 OREGON�e. �(/ TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 L. Provide adequate drainage to prevent water ponding. j' 2- t�'�- 6)All plates are 3x4 MT20 unless otherwise indicated. f� �F. 4' ��T' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R�, �. EXPIRES: �31- g 111 This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 867 lb uplift at joint 19,396 lb uplift at joint 1,1160 lb uplift at joint 10,244 lb uplift at joint 14,359 lb uplift at joint 15,333 lb uplift at joint 9,185 lb uplift at joint 18,176 lb April 9,2019 uplift at ioint 16,308 lb uplift at joint 13 and 628 lb uplift at joint 11. �{ W2 9- �� ntlflple a verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek8l connectors.This design is based only upon parameters shown,and is for an individual building component,not �e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M,Tek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948740 367-1S WG1 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:06 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-45U9H3tWTMXtYFVKIg28tm3F4xgw?eTytcMLjKzSjOp OTES- 0)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-10-0 for 300.0 plf. I2)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-10-0 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. I5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-4,1400 lb down and 241 lb up at 6-9-4,1400 lb down and 241 lb up at 22-9-4,and 1400 lb down and 241 lb up at 24-9-4,and 1400 lb down and 241 lb up at 26-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ', LOAD CASE(S) Standard )Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B)33=-1310(B)34=-1310(B)36=-1310(B) I I I I I I 1 I I I I I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. ��• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I110k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!P/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 0 367-IS WGIA SPECIAL 1 K5948741 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:08 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-OTcwilum?znbnYfjP54cyB9bbkWlTYyFKwrSnDzSjOn 3-2-10 8-9-14 14-5-2 20-0-6 25-7-10 28-10-0 3-2-10 5-7-4 5-7-4 5-7-4 5-7-4 3-2-6 Scale:1/4".1' I 7x6 = 1 22� 3 ISZI [711 [RI04-- fl I3 IS l 5 fl l 6 2�ZI IR] 7 8 9 N / ri El E '� •iO�����'Oi�+ 1e y�O� • 6x6 = 26 18 27 28 17 29 16 30 15 31 14 32 13 12 33 34 35 36 11 37 19 7x6 =I 10 4x4 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. I 2-8-4 6-0-4 7-11-0 11-7-8 15-1-4 17-2-12 22-3-8 2210TT0 27-7-0 28-10-0 I 2-8-4 3.4-0 1-10-12 3-8-8 3-5-12 2-1-8 5-0-12 0-6-8 4-9-0 1-3-0 _ late Offsets(X,Y)- [4:0-3-0,0-4-8],[14:0-3-0,0-4-8] _ 1110ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.04 11-12 >999 240 ICDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 19 n/a n/a CLL 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.02 11-12 >999 240 Weight:345 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 0-3-8 except(jt=length)19=2-11-12,1=2-11-12,10=1-6-8,14=14-4-8,15=14-4-8,9=1-6-8. I (Ib)- Max Horz 1=-238(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 19=-901(LC 22),1=-366(LC 56),10=-1185(LC 27), 14=-251(LC 22),15=-365(LC 22),9=-310(LC 61),18=-181(LC 25),16=-170(LC 22),13=-299(LC 25), 11=-625(LC 22) Max Gray All reactions 250 lb or less at joint(s)9 except 19=1535(LC 47),1=360(LC 54),10=714(LC 22), 14=1434(LC 1),15=1869(LC 1),18=1293(LC 46),16=1082(LC 47),13=1748(LC 1),11=3884(LC 47) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-19=-665/126,2-3=-848/847,3-4=-2388/1270,4-5=-1077/1447,5-6=-1056/1311, 6-7=-1863/1122,7-8=-964/970,8-10=-599/103 I OT CHORD 18-19=-1048/1648,17-18=-1006/1559,16-17=-929/1217,15-16=-1052/1310, 14-15=-1270/975,13-14=-948/1033,12-13=-987/1084,11-12=-883/1322, 10-11=-1055/1348 WEBS 3-19=-2111/1411,3-17=-1191/1848,4-17=-1291/2286,4-15=-2641/1535, 5-15=-1233/1230,5-14=-1150/1189,6-14=-2175/1442,6-12=-1193/1849, 7-12=-1120/1631,7-10=-1742/1340 GG r IOTES- r,.._ \��yD ��`ss 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,. 04 N� n /P Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ,N .0, IBottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. 89200PE -7 Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; , MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I Q OREGON Ix 4,// TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 rt yG 5)Provide adequate drainage to prevent water ponding. j 'Z C 6)All plates are 3x4 MT20 unless otherwise indicated. /�rYI A. 1 ' �� I)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R pIA- *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. EXPIRES: 2-31-2019 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 901 lb uplift at joint 19,366 lb uplift at joint 1,1185 lb uplift at joint 10,251 lb uplift at joint 14,365 lb uplift at joint 15,310 lb uplift at joint 9,181 lb uplift at joint 18,170 lb April 9,2019 uplift at ioint 16,299 lb uplift at joint 13 and 625 lb uplift at ioint 11. t ntl2140/.4 �rify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI ilek` mit is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Qu250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314ality Criteria,DSB-89 and BCS/Building Component �� . Corona,CA 92880 b367-1S Truss Truss Type Qty Ply 21367-1S K5948741 367-1 S WGI A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:09 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Ug9lv5vOmHvSPiEvzobrVOhmL8sGC?CPZaa?JfzSjOm OTES- 0)This truss has been designed for a moving concentrated load of 250.OIb live and 250.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 28-10-0 for 300.0 plf. i I2)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 28-10-0 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-9-4,1400 lb down and 241 lb up at 6-9-4,1400 lb down and 241 lb up at 22-9-4,and 1400 lb down and 241 lb up at 24-9-4,and 1400 lb down and 241 lb up at 26-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 11)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(Ib) Vert:28=-1310(B)29=-1310(B)33=-1310(B)34=-1310(B)36=-1310(B) I I I I I I I I I I I I : -A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948742 367-15 111 WG2 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:11 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Q2H2Kmxflu9Ae0OH4DeJapnSSycbgvl hOt36OYzSjOk I 2-9-12 7-7-4 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.7 I 3x4 II 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 1 2 19�� 3 MI 20�� . ►a 21 ►A 5 ►� 2yL ►al ,,,, 23 0,4 7 ►� 24 0-,44 9 ra AlloEj IIIIIIIIIII��.. IDO��.., y o 41 MI NMI,•,;a��bpOb NI ..-.-a.-a.-a.-a.�.�•-ao..-.-.-.-.-.-a.-aae�aaa.-..-.-a...--- --..ti �.zy.-• -s.-..�►-a.-.-.-.-a.-.-a.-aa.-�.-a.-a..� s�liAl�li.Allil�lh_'6 ! �s6litit��s!it�0002�p1�l�l�l�2�p01�i!%dilitititi!�il�liiplO�l�l�l�l�l�l�l�pli!�plp�!id�il�lO�!�! 6x6 = 26 16 27 28 3x4 = 7x6 = 6x6 = 18 25 17 7x6 = 15 29 14 30 13 31 12 32 11 10 1 7x6 = I 2-3-0 5-2-8 7-6-8 10-0-0 14-9-8 19-7-0 24-9-8 2-3-0 2-11-8 2-4-0 2-5-8 4-9-8 4-9-8 5-2-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[13:0-3-0,0-4-8] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 16 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.02 11-12 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 18 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 16 >999 240 Weight:299 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 17-3-0 except(jt=length)18=2-6-8,1=2-6-8,17=0-3-8,15=0-3-8. I (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-869(LC 22),1=-317(LC 46),11=-714(LC 33),13=-112(LC 22),14=-331(LC 23),12=-121(LC 22),17=-213(LC 25),15=-135(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=1499(LC 47),1=364(LC 54),11=816(LC 42),13=808(LC 82),14=1738(LC 1),12=858(LC 83),17=1416(LC 46),15=897(LC 80) lORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-18=-596/118,2-3=-884/884,3-4=-2350/1136,4-5=-921/1187,5-6=-835/861, 6-7=-789/776,7-8=-790/769,8-11=-520/68 BOT CHORD 17-18=-939/1532,16-17=-845/1477,15-16=-849/1265,14-15=-864/1169,13-14=-971/805, 12-13=-850/766,11-12=-850/825 111/EBS 3-18=-2035/1301,3-16=-1125/1846,4-16=-1191/2173,4-14=-2476/1393, 5-14=-1180/1121,5-13=-951/1139,6-13=-1092/1094,6-12=-1014/1056,7-12=-1074/1084, 7-11=-1030/1057 TOTES- n 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: _co P R ope Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t(,_ s Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Co ‘4,GI l'iJ /0 Webs connected as follows:2x4-1 row at 0-9-0 oc. Ng T I)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to fit/ f� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 8924C}PE C`" Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; •MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 vow � TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding.)ilt f7 OREGON 4,,,This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. L 'y/ �©` �. II Cr ° *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ./o� 9Y 1 r h r will fit between the bottom chord and any other members. II ffr7Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 869 lb uplift at joint 18,317 lb uplift at , -6,1:3111..\- joint 1,714 lb uplift at joint 11,112 lb uplift at joint 13,331 lb uplift at joint 14,121 lb uplift at joint 12,213 lb uplift at joint 17 and 135 lb uplift at joint 15. EXPIRES: 12-31-2019 This truss has been designed for a moving concentrated load of 250.01b live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 t stn s WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek 111is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948742 367-1S WG2 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:12 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-vFrQY6xH3C11 GAzUex9Y71 JGCLxciPMH rFXpfw_zSjOj IOTES- 0) This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 3-10-4,and 1400 lb down and 241 lb up at 5-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard i)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(lb) Vert:26=-1310(B)27=-1310(B) I I I 1 I I I I I I I I I ....... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 111 K5948743 367-1S WG2A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:14 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-rdzBzozXapYIVT7smLBOCSOPT9V1tC_8irlm?tzSjOh 2-9-12 7-7-4 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.7 3x4 II 7x6 = 3x4 IIT, 3x6 = 3x6 = 3x6 = 3x6 = 12 21 3 171 22[73 I� r5i23 fl 5 fl 24l I51 15 1 25 7 26 9 : ---'''' , i ti (ln o it: r ®x .7 6x6 = 28 18 29 30 17 31 16 32 15 33 34 35 14 36 13 37 12 38 39 11 10 20 27 19 6x6 = 3x6 = 7x6 = 6x6 = 6x6 = 1 I 1-10-8I 5-2-8 7-2-0 9-2-12 10-0-0,11 -0-0 14-9-8 16-7-0 19-7-0 24-9-8 _ 1-10-8 3-4-0 1-11-8 2-0-12 0-9-4'1-0-0 3-9-8 1-9-8 3-0-0 5-2-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[11:0-2-12,0-4-0],[12:0-3-0,0-4-8],[14:0-3-0,0-4-8],[18:0-3-0,0-4-8],[20:0-2-12,0-4-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.05 11-12 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.10 11-12 >963 240 CDL 11.0 Rep Stress lncr NO WB 0.66 Horz(CT) 0.01 11 n/a n/a CLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.04 11-12 >999 240 Weight:302 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: EBS 2x4 DF Stud/Std 10-0-0 oc bracing:13-14,12-13,11-12. REACTIONS. All bearings 0-3-8 except(jt=length)20=2-2-0,1=2-2-0,11=0-5-8,16=4-1-8,13=0-5-8. II (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 20=-824(LC 22),1=-252(LC 56),11=-1411(LC 33), 16=-396(LC 22),13=-588(LC 24),19=-201(LC 25),17=-162(LC 22),15=-659(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 20=1036(LC 21),1=395(LC 54),11=4634(LC 46), 16=1829(LC 1),13=3428(LC 47),19=1359(LC 46),17=1098(LC 47),15=4021(LC 47) 1ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-20=-544/102,2-3=-889/888,3-4=-1547/997,4-5=-1196/2709,5-6=-2210/1067, 6-7=-4780/1469,7-8=-898/809,8-11=-563/49 BOT CHORD 19-20=-874/1074,18-19=-838/1060,17-18=-1094/801,16-17=-1038/745,15-16=-856/766, 14-15=-666/576,13-14=-1375/3697,12-13=-1263/3612,11-12=-1259/2985 ItEBS 3-20=-1525/1230,3-18=-1063/1486,4-18=-1314/2718,4-16=-3034/1514, 5-16=-3557/1582,5-14=-1381/3206,6-14=-2681/1404,6-12=-1218/2452, 7-12=-1398/3442,7-11=-3638/1572 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ����V QF�str Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. `i��t N��� /® Webs connected as follows:2x4-1 row at 0-9-0 oc. I)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �✓ �*7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200 P E r )Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I �',- ys ,> )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. ®REG® k This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G ALJ *s.Ix 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide °�� 4 Y 142C will fit between the bottom chord and any other members. / I)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 824 lb uplift at joint 20,252 lb uplift at I�� joint 1,1411 lb uplift at joint 11,396 lb uplift at joint 16,588 lb uplift at joint 13,201 lb uplift at joint 19,162 lb uplift at joint 17 and 659 lb upliinatjoint 15. EXPIRES: 12-31-2019 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 ntinued on Daae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Nut 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 b Truss Truss Type Qty Ply 21367-1S K5948743 367-1S WG2A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:15 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-JgXZA8_9L7gc7di3J3iFkfxaDZrGcfEHxV1 JXJzSjOg OTES- 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 11)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 I2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 3-10-4,1400 lb down and 241 lb up at 5-10-4,1400 lb down and 241 lb up at 11-10-4,1400 lb down and 241 lb up at 13-10-4,1400 lb down and 241 lb up at 15-10-4,1400 lb down and 241 lb up at 17-10-4, 1400 lb down and 241 lb up at 19-10-4,and 1400 lb down and 241 lb up at 21-10-4,and 1400 lb down and 241 lb up at 23-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-20=-90(F=-72) Concentrated Loads(Ib) IlVert:12=-1310(B)28=-1310(B)29=-1310(B)33=-1310(B)35=-1310(B)36=-1310(B)37=-1310(B)38=-1310(B)39=-1310(B) 1 I I I I I I I I I I I : 11•111111®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. NMI. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948744 367-15 0 WG3 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:17 2019 Page 1 I ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-FCeJbq?PtkwKMxrRRUIjg4064Mcy4e2aOpWQbCzSjOe 2-10-10 7-9-14 12-9-2 17-8-6 20-9-0 2-10-10 4-11-4 4-11-4 4-11-4 3-0-10 Scale=1:34.8 3x4 II 3x4 = 7x6 3x4 = 3x4 = 3x4 II 1 216� 3 17� 11lil 18 l� 5 M 6 7 8 1 ® El 0 m LI MI 0 o Op�O•pp: 22 23 13 24 �•.pj..pjp��i���O��.pO����������y�����pO�.00i�i�ii�i�00i�000ii�i�iO�00i�0i�ii�ii�i0i�i�00i�000i 4x4 = 3x4 = 3x4 = 7x6 = 4x4 = I15 21 14 12 25 11 26 10 27 9 FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN I WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 0-9-8 5-4-4 6-1-0 1 10-3-8 15-2-12 20-9-0 0-9-8 4-6-12 b-8-12 4-2-8 4-11-4 5-6-4 LADING te Offsets(X,Y)-- [4:0-3-0,0-4-8],[10:0-3-0,0-4-8] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 13-14 >999 360 MT20 220/195 Roof Snow=25.0)CLL 0.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.04 13-14 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.01 15 n/a n/a CDL g,p * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 13-14 >999 240 Weight:251 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1Eli TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-8, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 14-8-0 except(jt=length)15=1-1-0,1=1-1-0,14=0-3-8,12=0-3-8. I (lb)- Max Horz 1=-234(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 15=-1547(LC 46),1=-290(LC 56),9=-693(LC 25),10=-134(LC 23),11=-319(LC 22),8=-181(LC 60),14=-808(LC 25),12=-155(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 15=726(LC 33),1=378(LC 54),9=759(LC 42),10=877(LC 80),11=1657(LC 1),8=289(LC 61),14=5013(LC 46),12=901(LC 78) IORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-585/109,2-3=-743/744,3-4=-2101/1107,4-5=-935/1156,5-6=-893/900, 6-7=-944/923,7-9=-456/132 BOT CHORD 14-15=-961/1432,13-14=-845/1346,12-13=-849/1160,11-12=-931/1221,10-11=-951/786, 9-10=-801/852 IEBS 3-15=-1902/1259,3-13=-1074/1703,4-13=-1148/2000,4-11=-2312/1357, 5-11=-1209/1157,5-10=-991/1167,6-10=-1103/1105,6-9=-1046/1117 NOTES- I)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: { P � Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. d R® s Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. �•�� G', C9� Webs connected as follows:2x4-1 row at 0-9-0 oc. `�` �y 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to "9 T (/1- ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �✓ n I)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 89200P E MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 411IP<21.4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ' )Provide adequate drainage to prevent water ponding. I )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jZ OREGON 4.i *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide b` will fit between the bottom chord and any other members. G<0 '9)" 14 2Y — CC 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1547 lb uplift at joint 15,290 lb uplift at V Ijoint 1,693 lb uplift at joint 9,134 lb uplift at joint 10,319 lb uplift at joint 11,181 lb uplift at joint 8,808 lb uplift at joint 14 and 155 lb CR `� uplift at joint 12. This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at allXPI RES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 9,2019 drag loads along bottom chord from 0-0-0 to 20-9-0 for 300.0 plf. ntlf]de�24ka VSrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. __ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b 0Truss Truss Type Qty Ply 21367-1S K5948744 367-1S WG3 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:17 2019 Page 2 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-FCeJbq?PtkwKMxrRRUIjg4064Mcy4e2aOpW QbCzSjOe OTES- 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 20-9-0 2)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. '4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 0-11-12,and 1400 lb down and 241 lb up at 2-11-12,and 1400 lb down and 241 lb up at 4-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard I)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-15=-90(F=-72) Concentrated Loads(Ib) Vert:14=-1310(B)22=-1310(B)23=-1310(B) I I I I I I I I t II , I I I Pt AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil®k` I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S III367-15 WG3A SPECIAL 1 K5948745 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:19 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Bbm4OV1 gPLA1 cE?gYvnBvV6PAAEkYa_ts7?Xg4zSjOc 2-10-10 7-9-14 12-9-2 17-8-6 20-9-0 2-10-10 4-11-4 4-11-4 4-11-4 3-0-10 Scale=1:34.8 3x4 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 1 2 15i 3 16 17 5 [ :18 6 [ 319 f7]8 ! . •..... ..................................................................................... t:�:fJJ:ti•:fJ:�:tJ:tJ:�JJ:?:�:tJ:�:�:�:�J:4�DJ:f:�J:�:�:�J:f:�J:O�L��:�:�J:�J:t:�JJJ:f:1:�JJ:�:�J:�:�D:�:�J:�:�:�:�:f:�:O�f:?JJ:?:tf:1JJ:L�:�:1:thy�� 23 24 25 4x4 = 7x6 = 3x4 = 3x4 = 109 14 20 13 21 12 22 11 5x8 = I 5-4-4 10-3-8 15-0-0 20-9-0 5-4-4 4-11-4 4-8-8 5-9-0 LADING te Offsets(X,Y)-- [5:0-3-0,0-4-8],[13:0-3-0,0-4-8] (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.10 10-11 >654 240 ICDL 11.0 Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 10 n/a n/a CDL 9,0 CLL 0.0 * Code IBC2015r PI2014 Matrix-MS Wind(LL) 0.04 10-11 >999 240 Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-8, except end verticals. OT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std*Except* 2-14,7-10:2x4 DF No.1&Btr REACTIONS. All bearings 15-0-0 except(jt=length)10=0-9-0. a (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)12 except 14=-731(LC 24),10=-967(LC 33),13=-158(LC 23), 11=-744(LC 23),1=-190(LC 56) Max Gray All reactions 250 lb or less at joint(s)except 14=810(LC 43),10=2221(LC 46),13=982(LC 1),12=644(LC 74),11=3987(LC 46),11=3871(LC 1),1=506(LC 54) pORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-14=-466/153,2-3=-929/908,3-4=-852/815,4-5=-833/793,5-6=-883/816, 6-7=-1015/887,7-10=-547/46 OT CHORD 13-14=-782/846,12-13=-833/820,11-12=-894/890,10-11=-1055/1070 EBS 3-14=-1088/1122,3-13=-1098/1134,4-13=-1103/1125,4-12=-1093/1122, 5-12=-1167/1174,5-11=-1054/1085,6-11=-1181/1180,6-10=-1016/1165 NOTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: P R fi� Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. D Q C Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 00 ����{, ��N� � k., Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ,C? "* ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. t� �,. ')Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 92OOP ' 11, ..' MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ° 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. Cr This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �,A k j N. , will fit between the bottom chord and any other members. O 14 2-° �4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except(jt=lb) S.j 14=731,10=967,13=158,11=744,1=190. �iwR��-� This truss has been designed for a moving concentrated load of 250.0Ib live and 250.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. EXPIRES: 2-31-201 0)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-9-0 for 300.0 plf. April 9,2019 1)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 20-9-0 I ntirlged on oaege 2 �� !,WAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mit M iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948745 367-1S WG3A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 a Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:19 2019 Page 2 ID:jaigHA2yM7LWX3u1OVv7rizjVrO-Bbm40V1gPLA1cE?gYvnBvV6PAAEkYa_ts7?Xg4zSjOc TES- )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 14-11-12,and 1400 lb down and 241 lb up at 16-11-12,and 1400 lb down and 241 lb up at 18-11-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-7=-72,7-8=-72,9-14=-90(F=-72) Concentrated Loads(Ib) Vert:11=-1310(B)23=-1310(B)25=-1310(B) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AGI-7473 rev.10/03/2015 BEFORE USE.11 r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mjiek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-15 K5948746 367-1S WG4 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc. Tue Apr 9 10:17:59 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-Z2j_syC010RBp0fh1 RYqublzUbATgIRGKIfdYnzSSIs 2-9-12 7-7-4 9-11-11 12-4-12 17-2-4 21-11-12II 24-9-8 2-9-12 4-9-8 2-4-7 2-5-1 4-9-8 4-9-8 2-9-12 Scale=1:40.9 1 10x10 = 5x8 = 1 22071 3 21 e71 [7]22 I. 1 5 ISZI 23[7] A [7I 24 ISZI 7 25 [ :]9 I 0 „ LI i0i�ii�0i�ryii�iO�i400:�OOj�jap�jE4. Xv�p�i00�O�p�pp�p.ppOp���..._, :.►i�O�p�O�p���p������pp�p�pp����i���i�i� 17 �G+,l�!�Sl�llSll�!Ail�9Sl�l!: N. • 9 • 4x4 = 27 28 29 3x6 = 32 33 34 454 = 19 26 18 3x12 I I 16 30 15 14 31 13 12 35 11 10 I 4x6 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. I 4-8-0 7-7-4 10-0-0 10-0-2 12-0-14 12 - 214-1-10 19-5-2 1917-0 24-9-8 4-8-0 2-11-4 2-4-12 0-d-2 2-0-12 0-3-14 1-8-14 5-3-8 0-1-14 5-2-8 late Offsets(X,Y)- [5:0-4-0,0-1-81 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.04 12-13 >999 360 MT20 220/195 I (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.07 12-13 >996 240 TCDL 11.0 Rep Stress Incr NO WB 0.53 Horz(CT) -0.01 11 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 12-13 >999 240 Weight 308 lb FT=20% CDL 9.0 LUMBER- BRACING- -TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JVEBS 2x4 DF Stud/Std THERS 2x4 DF Stud/Std EACTIONS. All bearings 4-1-8 except(jt=length)19=4-11-8,1=4-11-8,11=5-7-14,18=4-11-8,18=4-11-8,12=5-7-14, 12=5-7-14. Horz (Ib)- Max Horz =-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 19=-697(LC 24),1=-123(LC 56),11=-706(LC 33), 18=-565(LC 23),16=-727(LC 22),13=-967(LC 23),12=-531(LC 24),15=-1834(LC 46) Max Gray All reactions 250 lb or less at joint(s)except 19=720(LC 43),1=515(LC 54),11=754(LC 42), I 18=2817(LC 46),18=2765(LC 1),16=3651(LC 47),16=3477(LC 1),13=4716(LC 46),13=4390(LC 1),12=2523(LC 47),12=2486(LC 1),15=330(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-373/160,2-20=-513/495,3-20=-894/882,3-21=-522/785,4-21=-927/1021, 4-22=-775/917,5-22=-861/1004,5-23=-615/644,6-23=-941/971,6-24=-648/664, 7-24=-862/848,7-25=-774/783,8-11=-514/75 OT CHORD 19-26=-761/807,18-26=-640/550,18-27=-1133/2006,17-27=-733/1706,17-28=-394/1453, 28-29=-569/1584,16-29=-997/1905,16-30=-857/779,15-30=-281/175,14-31=-319/226, 13-31=-542/465,13-32=-1094/1029,32-33=-447/382,33-34=-255/258,12-34=-731/666, 12-35=-813/783,11-35=-742/741 _p PR Q,c e. rVEBS SS 5 13=954/1055,6-13=-1131/1139,1103/1082,4-18=-2807/1398,6-12=-944/986,7-12=-14-16=-2969/1390,/113 - 1_-1089/1 02,97 c ' �Gl N E - //) 5-15=-342/144,4-17=410/2588 �Cj £Ti TOTES- CC 89200PE c 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,- Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. -. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. ' ,' :. �„ Webs connected as follows:2x4-1 row at 0-9-0 oc. Ct IAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to OREGON ((J ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; �G✓h ' } 2QN MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate cJ grip DOL=1.60 ` rl R{ =--'- )TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. All plates are 3x4 MT20 unless otherwise indicated. EXPIRES: 12-31-2019 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. April 9,2019 )*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ilit� Ont((��lea Orly ger�fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev.10/03/2010 BEFORE USE. ^ Design vai f use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R A I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing r. 'y,1TQk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-IS K5948746 367-15II WG4 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Mar 10 2019 MiTek Industries,Inc.Tue Apr 9 10:18:00 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-1 EHN3I Df3JZ2RAEtb833Rog8E?WiPIhPZPOA4DzSSIr IIOTES- Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 697 lb uplift at joint 19,123 lb uplift at joint 1,706 lb uplift at joint 11,565 lb uplift at joint 18,727 lb uplift at joint 16,967 lb uplift at joint 13,531 lb uplift at joint 12 and 1834 lb uplift at joint 15. 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 2)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer Imust provide for uplift reactions indicated. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 6-1-12,1400 lb down and 241 lb up at 8-1-12,1400 lb down and 241 lb up at 8-8-12,1400 lb down and 241 lb up at 14-1-12,and 1400 lb down and 241 lb up at 16-1-12,and 1400 lb down and 241 lb up at 18-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. IIIOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-19=-90(F=-72) Concentrated Loads(Ib) Vert:13=-1310(B)27=-1310(B)28=-1310(B)29=-1310(B)32=-1310(B)34=-1310(B) I I III V I , i I II I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ....... mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /O building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948747 67-1S WG4A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 8 Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:24 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-YYZz3D5oEuoKiOunLSN McZpJfBOvDkcc?Pjl LIzSjOX 112-11-8 24-9-8 1111 I I 12-11-8 11-10-0 Scale=1:41.5 I4x8 = 3x6 = 8x8 = 4x4 = 12 3 4 ri 23 ri .5r III 6216 [5<I 25 7173726 A9 : ro-I I ° I . I El 0 /EI • • iiyi '� 0iO : i 4x4 = 28 29 18 30 31 35 36 13 37 38 3x6 II 20 27 19 6x6 = 3217 33 16 34 15 14 7x6 = 12 39 11 10 4x6 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 1 3-0-8 5-10-0 8-4-0 I 8-8-13 12-11-8 17-7-0 20-1-0 22-10-8 24-9-8 3-0-8 2-9-8 2-6-0 0-4-1 4-2-11 4-7-8 2-6-0 2-9-8 1-11-0 late Offsets(X,Y)-- [5:0-4-0,0-4-8],[18:0-3-0,0-4-4] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 18-19 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.02 18-19 >999 240 DL 11.0 Rep Stress Incr NO WB 0.58 Horz(CT) -0.01 16 n/a n/a CDL 9,0 0.0 * Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.01 18-19 >999 240 Weight:318 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1Eit TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 9-3-0 except(jt=length)20=3-4-0,11=2-2-8,12=2-2-8,12=2-2-8,1=3-4-0,19=0-3-8,19=0-3-8. II (lb)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)16 except 20=-825(LC 26),11=-1020(LC 27),17=-859(LC 23), 14=-692(LC 22),12=-577(LC 22),1=-203(LC 56),19=-632(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 20=763(LC 23),11=871(LC 22),17=3472(LC 46), 17=3274(LC 1),14=2813(LC 47),14=2686(LC 1),12=2909(LC 47),12=2854(LC 1),16=621(LC 82),1=473(LC 54),19=3523(LC 47),19=3446(LC 1) ORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I i OP CHORD 2-20=-470/145,2-3=-998/1002,3-4=-2162/1237,4-5=-1111/1144,5-6=-1120/1153, 6-7=-1677/1135,7-8=-656/709,8-11=-803/866 OT CHORD 19-20=-1024/987,18-19=-709/677,17-18=-1291/1202,16-17=-1514/1437, 14-16=-1375/1298,13-14=-1101/953,12-13=-876/761,11-12=-632/623 EBS 3-19=-1466/341,4-17=-2181/1141,6-14=-1743/1038,7-12=-1631/989,8-12=-1087/1000, 3-20=-1248/1272,3-18=-1534/2847,4-18=-1555/3060,7-13=-1381/2287, 6-13=-1401/2382,5-17=-1213/1200,5-16=-499/117,5-14=-1245/1245 110TES- 5�`��C} P R Q�C'[,s 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: C` C Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. C? ANG I N E- - f® Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 892d� p1,. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to11 7 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=12Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; � � MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 4 Cr OREGON tC,l Provide adequate drainage to prevent water ponding. 91+/ �'/,Q ' o)All plates are 3x4 MT20 unless otherwise indicated. Q 14 2;0a �- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' .pn R 1 L\- will fit between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16 except(jt=lb) EXPIRES: 12-31-2019 20=825,11=1020,17=859,14=692,12=577,1=203,19=632. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all April 9,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ii ntliefi,Akihftffelgrify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �x mi p� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I V I iTek' Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlTPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948747 0367-1S WG4A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:24 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-YYZz3D5oEuoKi0unLSNMcZpJfBOvDkcc?Pj I LIzSjOX IOTES- 1) This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 3)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer must provide for uplift reactions indicated. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 4-1-12,1400 lb down and 241 lb up at 4-6-12,1400 lb down and 241 lb up at 6-1-12,1400 lb down and 241 lb up at 8-1-12,1400 lb down and 241 lb up at 18-1-12,and 1400 lb down and 241 lb up at 20-1-12,and 1400 lb down and 241 lb up at 22-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-20=-47(F=-29) Concentrated Loads(Ib) Vert:13=-1310(B)28=-1310(B)29=-1310(B)30=-1310(B)32=-1310(B)35=-1310(B)38=-1310(B) I $ I 1 IIII I I II I I I IA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek® Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948748 367-1S WG5 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:27 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-y7F5hF7hXpAvZTcM0aw3EBRreO2UQ8b2iNyyyczSjOU 2-9-12 7-7-4 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.7 3x4 I I 3x4 = 3x4 = 7x6 3x4 I 3x4 = 3x4 = 1 221rtI 3 Et 22 CA S ►�23 M. 5 M2'�� ►J 25 M7 M. ��9 ra' ' •'A I I. I I ,4 rA �' IrrAi iHI uuiuoui/ / . II �O'i'bOiO'i'i'i'i0'i9�i�Z'= ;-.S�ii''''v000id''ii''i'i�-' b'a�'O��'�O'i�'iO�p'iryi�'Oi0'i'i'i'i'i'i'OOi'i�'iyi'i s'OOD�!iA!�!�!�l�Ol�l�l��;., ,• ti Lily-_-- 1i!!_—_—..----_:d %_4lit�OAIZ!it�l�Sll!i!ll�il!�l�l�sl�2�l�2�l�l�Al�l�l�!�02� 6x6 = 28 18 29 17 30 16 31 15 32 33 14 34 35 36 6x6 = 20 27 19 3x4 = 7x6 = 7x6 = 13 37 12 38 11 10 I 7x6 = I 3-3-0 5-2-8 8-7-2 10-0-0 1,0-7-1 12-8-0 14-9-8 17-11-8 19-7-0 l 24-9-8 3-3-0 1-11-8 3-4-10 1 4-14 7-9 2-0-7 2-1-8 3-2-0 1-7-8 5-2-8 late Offsets(X,Y)-- [5:0-3-0,0 4-8],[12:0-3-0,0 4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 17-18 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.02 17-18 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 20 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 17-18 >999 240 Weight:299 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 0-3-8 except(jt=length)20=3-6-8,11=7-1-8,12=7-1-8,16=4-0-14,1=3-6-8. (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)19 except 20=-872(LC 22),11=-678(LC 25),12=-257(LC 22), 16=-324(LC 22),1=-291(LC 46),17=-381(LC 22),15=-268(LC 22),13=-363(LC 25) Max Gray All reactions 250 lb or less at joint(s)except 20=1592(LC 47),11=734(LC 42),12=1415(LC 1), 16=1417(LC 1),1=376(LC 54),19=792(LC 80),17=2418(LC 47),15=1733(LC 47),13=2153(LC 46) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-20=-583/114,2-3=-890/883,3-4=-2084/1087,4-5=-1015/1675,5-6=-1888/1004, 6-7=-882/1122,7-8=-791/769,8-11=-512/77 BOT CHORD 19-20=-883/1324,18-19=-904/1339,17-18=-748/822,16-17=-795/857,15-16=-845/869, 14-15=-696/788,13-14=-820/999,12-13=-805/948,11-12=-931/806 iEBS 3-20=-1843/1266,3-18=-1094/1678,4-18=-1216/2304,4-16=-2641/1426, 5-16=-2502/1380,5-14=-1185/2206,6-14=-1113/1866,6-12=-2128/1311, 7-12=-1281/1150,7-11=-993/1217 I)2-OTps- ���p P R® F 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: fi Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� N � Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. \ ``T Q Webs connected as follows:2x4-1 row at 0-9-0 oc. �a All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 9,�O0P �, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .i Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 r r TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 7 OREGON X1I In This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ":4) q ' 4. 14 will fit between the bottom chord and any other members. 4s °'''Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19 except(jt=lb) R R t 1,.\' 20=872,11=678,12=257,16=324,1=291,17=381,15=268,13=363. This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all EXPIRES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 9,2019 drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. !,) nti ed on Daae 2 own. AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �n Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the II fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPII Qua Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.lity Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948748 67-1S WG5 SPECIAL 1 �f I L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:28 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-RKpTva8JH6JmBdBZaIRImP_00oOj9brCw1 hVU3zSjOT IFTES- Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 5-3-4,1400 lb down and 241 lb up at • 7-3-4,1400 lb down and 241 lb up at 13-3-4,and 1400 lb down and 241 lb up at 15-3-4,and 1400 lb down and 241 lb up at 17-3-4 on bottom chord. The tdesign/selection of such connection device(s)is the responsibility of others. AD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 0 Vert:1-2=-72,2-8=-72,8-9=-72,10-20=-90(F=-72) Concentrated Loads(lb) Vert:18=-1310(B)29=-1310(B)32=-1310(B)34=-1310(B)36=-1310(B) I I HI I I I I 1 I I I i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 __ I ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not [R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948749 1111[367-1S WG5A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:30 2019 Page 1 I D:jaigHA2yM7LWX3u 1 OVv7rizjVrO-NixEKG9ZpkZUQxLxijTmrg3Jrc4HdYxUOLAcZxzSjOR 2-9-12 7-7-4I 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.2 I 7x6 = 1 2 16E7] 3 17 18 5 I' 197] [Al [7] 20 17] 7 21 [5$9 2. 111 II 11 n n ia . a . � 4x4 = 6x6 = 4x4 = 15 22 14 23 13 24 12 25 11 26 10 1 7x6 = I 5-2-8 10-0-0 14-9-8l 19-7-0 24-9-8 5-2-8 4-9-8 4-9-8 4-9-8 5-2-8 late Offsets(X,Y)- [5:0-3-0,0-4-8],[11:0-3-0,0-4-12],[14:0-3-0,0-4-4] CADING (psf)TCLL SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.02 10-11 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.03 10-11 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.21 Horz(CT) -0.00 10 n/a n/a CDL 9.0 Code 1BC2015/TP12014 Matrix-S Wind(LL) 0.01 10-11 >999 240 Weight:302 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 24-9-8. ' I (Ib)- Max Horz 1=-157(LC 22) Max Uplift All uplift 100 lb or less at joint(s)except 15=-801(LC 24),10=-824(LC 33),11=-357(LC 23), 14=-366(LC 22),13=-326(LC 22),12=-324(LC 23),1=-107(LC 56) Max Gray All reactions 250 lb or less at joint(s)except 15=1410(LC 47),10=1484(LC 50),10=1000(LC 1), 11=2573(LC 48),14=2583(LC 49),13=2260(LC 1),12=2261(LC 1),1=524(LC 54) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-15=-376/138,2-3=-867/816,3-4=-787/738,4-5=-771/742,5-6=-768/742, 6-7=-776/737,7-8=-830/780,8-10=-525/63 BOT CHORD 14-15=-815/778,13-14=-779/767,12-13=-771/753,11-12=-785/767,10-11=-828/778 [BS 3-15=-1035/1079,3-14=-1070/1099,4-14=-1066/1093,4-13=-1080/1102, 5-13=-1066/1086,5-12=-1066/1086,6-12=-1080/1097,6-11=-1066/1088, 7-11=-1069/1083,7-10=-1032/1062 NOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �c n I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ��, G N� '',9, s�® Webs connected as follows:2x4-1 row at 0-9-0 oc. 7 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ibute only loads noted as ise Wind:ASCE 7-10;Vuply connections have fte120mph(3-second en provided to rgust)Vasd 95mph;TCDL=4 2psf;BCDL)or(B), =5.4psf; yh=40ft'Cat.II;Exp B;Enclosed;cated. �� 89200 P E (24 2) MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate I grip DOL=1.60 4�/rte-.,, .. 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 � Provide adequate drainage to prevent water ponding.4 (� � All plates are 3x4 MT20 unless otherwise indicated. OREGON to This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fib` *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide G/��Q y rt r 20 will fit between the bottom chord and any other members. 4p '�I Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 801 lb uplift at joint 15,824 lb uplift at F�RIO- EXPIRES: I l.L joint 10,357 lb uplift at joint 11,366 lb uplift at joint 14,326 lb uplift at joint 13,324 lb uplift at joint 12 and 107 lb uplift at joint 1. This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all EXP)RES: 12-31-2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist April 9,2019 Idrag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. ntitl�red on oaoge 2 -- YWAR IN -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Truss Truss Type Qty Ply 21367-1S K5948749 0367-1S WG5A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:30 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-NixEKG9ZpkZUQxLxijTmrg3Jrc4HdYxUOLAcZxzSjOR OTES- Girder carries tie-in span(s):24-9-8 from 0-0-0 to 24-9-8 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-15=-407(F=-389) I I I I 1 I I I I I I I I I 1 ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 fabrication,i storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quallry Criteria,DSB-89 and BCSI Building Component M250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948750 67-1S WG6 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:32 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-J52_kyBq LLpBgEVKp7WExF8hW PIP5GZnrffjdgzSjOP 2-9-12 7-7-4 13-8-8 18-6-0 24-9-8 I 2-9-12 4-9-8 6-1-4 4-9-8 6-3-8 Scale=1:41.2 i6x6 = 7x6 = 1 219�� 3 M20 MK� 21 �t ��2 ��6 �� 23 CA 7 M 24 Wi 8 F f 5 BB 10 N IIIIIIIIII� Icy ' I A A 0 II:W N -‘:IX'I _Oiiiiivi0ii'IN ! i ti�01�!it�i!it�S9Sl�S!it�9l�000SI�!it�OSO!�901�1�1��901�O1�9091Q�1��l�10a'a � . ►S1�00l�OSS4l�O!�09!�!* 4x4 = 28 15 29 30 31 14 32 33 34 4x4 = 18 26 17 27 16 7x6 = 13 35 12 11 I 7x6 = I 5-2-8 9-4-4 10-5-8 16-1-4 21-7-8 24-9-8 5-2-8 4-1-12 1-1-4 5-7-12 5-6-4 3-2-0 �Alate Offsets(X,Y)— [5:0-3-0,0-2-0],[6:0-3-0,0-4-8],[15:0-2-0,0-4-12],[17:0-3-0,0-4-8] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.04 14-15 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.07 14-15 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.97 Horz(CT) -0.01 13 n/a n/a CLL 0.0 Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.03 14-15 >999 240 Weight:308 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-10, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 9-7-12 except(jt=length)12=3-5-8,13=3-5-8,13=3-5-8,14=0-5-8. I (Ib)- Max Horz 1=-72(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-705(LC 24),12=-747(LC 27),17=-132(LC 22), 16=-889(LC 23),13=-532(LC 25),14=-1158(LC 22),1=-136(LC 56) Max Gray All reactions 250 lb or less at joint(s)except 18=774(LC 43),12=600(LC 30),17=772(LC 79), 16=4352(LC 46),16=4213(LC 1),13=2418(LC 46),13=2321(LC 1),14=6196(LC 47),1=507(LC 54) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-18=-408/110,2-3=-907/887,3-4=-827/853,4-5=-765/925,5-6=-2307/1158, 6-7=-889/1146,7-8=-1024/1036,8-9=-918/910,9-12=-531/41 BOT CHORD 17-18=-829/800,16-17=-964/853,15-16=-502/244,14-15=-1170/1329,13-14=-1052/865, 12-13=-817/775 I EBS 5-16=-4519/1295,3-18=-1014/1089,3-17=-1086/1109,4-17=-1086/1158, 4-16=-1125/1071,8-13=-635/644,8-12=-1002/1051,6-14=-2155/1252,6-15=-1235/2185, 7-14=-1258/1211,7-13=-1155/1344,5-15=-1400/5082 OTES- © P R f1 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: {L �G °F Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. - � 7 (� Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ren `. ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. $92QQPE Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; 'NCMWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. OREGON tx 4// All plates are 3x4 MT20 unless otherwise indicated. `0 Q 2©'� 1 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 14 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide p ' will fit between the bottom chord and any other members. R R I V-�' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 705 lb uplift at joint 18,747 lb uplift at 'joint 12,132 lb uplift at joint 17,889 lb uplift at joint 16,532 lb uplift at joint 13,1158 lb uplift at joint 14 and 136 lb uplift at joint 1. EXPIRES: 12-31-2019 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 =r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall / building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i 4 iTeke Iis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP/1 Qualit Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. y Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 J Truss Truss Type Qty Ply 21367-1S K5948750 67-1S WG6 SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:33 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-nHcMyICS6fx2HO4WNr1 TTShsFp?egjox4JPGAGzSjOO I1OTES- )This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3005 lb down and 517 lb up at 10-5-8,1400 lb down and 241 lb up at 12-4-12,1400 lb down and 241 lb up at 16-4-12,1400 lb down and 241 lb up at 14-4-12,and 1400 lb down and 241 lb up at 18-4-12,and 1400 lb down and 241 lb up at 20-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. I OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-9=-72,9-10=-72,11-18=-86(F=-68) Concentrated Loads(Ib) Vert:14=-1310(B)15=-2812(B)29=-1310(B)31=-1310(B)32=-1310(B)34=-1310(B) I I I I I I I I I I I I 1 1 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED!VITEN REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek'building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV I f I�ik} is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948751 367-1S WG6A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:35 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-kgk7N_DieGBmXiDvUG3xYtmBVdmSIm2DXcuNE9zSjOM 2-9-12 7-7-4 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.2 I 7x6 = 1 2 19 3 201.71 ilK11.71 21 II 51.51 22D< I5t rRi23 7 24 A 9 A.° R•7 [7 [t m El 0 i'i'i'Oi'✓O •c� • • pO�p'Opj'Opp�Oi'p�0i'p�����0��0�0�0�'�'OO�Opp'OpO�p'�'i'O��'�Op'Opp 6x6 = 26 27 28 16 29 30 6x6 = 18 25 17 15 31 14 32 13 33 12 34 11 10 I7x6 = I 1-5-0l 5-2-8 6-8-8 10-0-0 14-9-8 19-7-0 24-9-8 1-5-0 3-9-8 1-6-0 3-3-8I 4-9-8 4-9-8 5-2-8 late Offsets(X,Y)-- [5:0-3-0,0-4-8],[11:0-3-0,0-4-0],[12:0-3-0,0-4-8],[18:0-3-0,0-4-0] OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.03 16-17 >999 240 CDL 11.0 Rep Stress Incr NO WB 0.41 Horz(CT) -0.01 18 n/a n/a CLL 0.0 I CDL 9.0 * Code IBC2015/TPI2014 Matrix-MS Wind(LL) 0.01 16-17 >999 240 Weight:302 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1Eif TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 18-1-0 except(jt=length)18=1-8-8,1=1-8-8,17=0-3-8,15=0-3-8. I (Ib)- Max Horz 1=-76(LC 4) Max Uplift All uplift 100 lb or less at joint(s)except 18=-807(LC 22),11=-751(LC 33),12=-122(LC 22), 14=-336(LC 23),13=-115(LC 22),1=-289(LC 46),17=-445(LC 25),15=-240(LC 22) Max Gray All reactions 250 lb or less at joint(s)except 18=913(LC 21),11=852(LC 42),12=858(LC 83), 14=1800(LC 1),13=812(LC 82),1=377(LC 54),17=2789(LC 46),15=1466(LC 47) RCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OP CHORD 2-18=-563/109,2-3=-887/889,3-4=-2270/1121,4-5=-911/1142,5-6=-833/859, 6-7=-789/775,7-8=-792/772,8-11=-520/68 BOT CHORD 17-18=-953/1461,16-17=-810/1436,15-16=-916/1241,14-15=-857/1197,13-14=-959/803, 12-13=-850/766,11-12=-849/822 EBS 3-18=-2032/1318,3-16=-1145/1840,4-16=-1207/2151,4-14=-2445/1403, 5-14=-1184/1138,5-13=-979/1153,6-13=-1114/1115,6-12=-1037/1078,7-12=-1096/1106, 7-11=-1054/1080 I)2-ppS- P R r ly truss to be connected together with 10d(0.131"x3")nails as follows: Vd ©/O Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� 1 N s/ Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. N F T Q Webs connected as follows:2x4-1 row at 0-9-0 oc. �? ?/ ')All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 4.,r • 17 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 9� P . Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate --40!" grip DOL=1.60 'ir- ' AP TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 j� Provide adequate drainage to prevent water ponding. -f7 OREGON . i All plates are 3x4 MT20 unless otherwise indicated. �,. t 2 '��r `� it This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. © 4 �"� 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4f. PRO- ) /e/will fit between the bottom chord and any other members. P R(I. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 807 lb uplift at joint 18,751 lb uplift at joint 11,122 lb uplift at joint 12,336 lb uplift at joint 14,115 lb uplift at joint 13,289 lb uplift at joint 1,445 lb uplift at joint 17 and 240 EXPIRES: 12-31-2819 lb uplift at joint 15. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 250.0Ib dead located at all mid panels and at all April 9,2019 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1!) ntirwed on oaae 2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall it �►I� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MaTekR is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type Qty Ply 21367-1S K5948751 67-13 WG6A SPECIAL 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:35 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-kgk7N_DieGBmXiDvUG3xYtmBVdmSIm2DXcuNE9zSjOM OTES- This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 2-4-12,and 1400 lb down and 241 lb up at 4-4-12,and 1400 lb down and 241 lb up at 6-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) Concentrated Loads(Ib) Vert:26=-1310(B)28=-1310(B)30=-1310(B) I I I I I I I I I I I I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. g Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-18 K5948752 367-1S 0, WG7 SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:37 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-g2stofFyAtRUm?NHch6PelrL3QOgmiU W?wNUJ 1 zSjOK 2-9-12 7-74 12-4-12 17-2-4 21-11-12 24-9-8 2-9-12 4-9-8 4-9-8 4-9-8 4-9-8 2-9-12 Scale=1:41.7 I3x4 II 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 1 21 19 3 20 19 [5 ‘21 6Z 5 6ZI 22 6ZI C 6ZI 23 191 7 j1 24 [ 19 ra 7 El of rj 1.7 [] „�����������p • • al i 0f►�������Oti�OpPp�� 18 17 25 26 27 16 3x4 = 6x6 = 4x6 = 4x6 = 15 28 14 29 13 30 12 31 11 10 I6x6 = 7x6 = I 5-2-8 5r7£) 10-0-0 14-9-8 19-7-0 24-9-8 5-2-8 0-5- 4-4 -8 4-9-8 4-9-8 5-2-8 late Offsets(X,Y)-- [4:0-3-0,0-4-8],[13:0-3-0,0-4-8] ADING (psf)1/0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lld PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.05 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.08 16-17 >798 240 CDL 11.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.00 14 n/a n/a CLL 0.0 CDL 9,0 * Code IBC20151TPI2014 Matrix-MS Wind(LL) 0.03 16-17 >999 240 Weight:299 lb FT=20% LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 19-2-0 except(jt=length)17=0-7-8,15=0-3-8. I (Ib)- Max Horz 17=-72(LC 6) Max Uplift All uplift 100 lb or less at joint(s)11 except 17=-449(LC 4),13=-124(LC 5),14=-288(LC 5), 12=-116(LC 4),15=-339(LC 5) Max Gray All reactions 250 lb or less at joint(s)except 17=2490(LC 15),11=665(LC 40),13=829(LC 46), 14=1657(LC 1),12=854(LC 47),15=1919(LC 15) illRCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-608/42,2-3=-258/58,3-4=-1843/301,4-5=-138/598,8-11=-520/68 OT CHORD 16-17=-263/1125,15-16=-185/776,14-15=-185/776,13-14=-264/115,11-12=-64/294 WEBS 3-17=-1172/261,3-16=-106/981,4-16=-186/1472,4-14=-1842/391,5-14=-560/143, 5-13=-343/167,6-13=-485/119,6-12=-405/83,7-12=497/109,7-11=-367/63 DOTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc.I c D �F Webs connected as follows:2x4-1 row at 0-9-0 oc. F All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to .` t�6t ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �Gj _�N('j�N �R fp 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; ,.,7N-,, n .'P MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate ,___'‘...t $��QvP t� grip DOL=1.60 V TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a4 )*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q , � will fit between the bottom chord and any other members. OREGON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11 except(jt=lb) �I— f �� A 17=449,13=124,14=288,12=116,15=339. �r 14 2 Q - 9)This truss has been designed for a moving concentrated load of 250.OIb live and 250.OIb dead located at all mid panels and at all 'Yl fi VP IA- panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads.I R R i]t, Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-2019 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1394 lb down and 240 lb up at 1-6-4,and 1394 lb down and 240 lb up at 3-6-4,and 1394 lb down and 240 lb up at 5-6-4 on bottom chord. The design/selection April 9,2019 of such connection device(s)is the responsibility of others. ntinked on page 2 -- I it AL WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek i iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S K5948752 t367-1S WG7 SPECIAL 1 I 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:37 2019 Page 2 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-g2stofFyAtRUm?NHch6PelrL3QOgmiU W?wNUJ 1 zSjOK OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-90(F=-72) I Concentrated Loads(Ib) Vert:15=-1305(5)25=-1305(B)27=-1305(B) I I I I I I I I I I I I 1 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Di esign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MNTekx is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 b Truss Truss Type Qty Ply 21367-1S 0 K5948753 367-1S WG7A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:40 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-4dXOQhHrTop3dT6sHpf6FxTuCeRRzOuzhub8vMzSjOH 2-9-12 5-1-10 7-7-4 12-4-12 14-9-13 17-2-4 21-11-12 24-9-8 2-9-12 2-3-14 2-5-10 4-9-8 2-5-1 2-4-7 4-9-8 2-9-12 Scale=1:41.7 I3x4 H 7x6 = 3x4 II 3x4 = 3x4 = 3x4 = 3x4 = 1 217.1 19 1 :1 3 ISZI 20 ISZI X21 IR 5 I. 1 22 7 23 rej 7 Ixi 24 A 9 : 0 0 m s ' v % X V ii 18 17 25 26 27 16 28 15 29 14 30 31 32 6x6 = 6x6 = 6x6 = 3x4 = 6x6 = 13 33 12 34 11 10 I 7x6 = I 5-2-8 5--0 9-1-8 10-0-0I 14-8-8 14 '-8 19-7-0 24-9-8 5-2-8 0 8 3-10-8 b-10-8 4-8-8 0-1-0 4-9-8 5-2-8 late Offsets(X,Y)-- [5:0-3-0,0-4-8),[12:0-3-0,0-5-0],[13:0-3-0,0-4-0],[14:0-3-0,0-4-0] ] ADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.04 16-17 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.07 16-17 >834 240 CDL 11.0 Rep Stress!nor NO WB 0.44 Horz(CT) 0.00 13 n/a n/a CLL 0.0 Code IBC2015/TP12014 Matrix-MS Wind(LL) 0.03 16-17 >999 240 Weight:302 lb FT=20% CDL 9.0 LUMBER- BRACING- OP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-9, except end verticals. OT CHORD 2x6 DF 1800E 2.1E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. EBS 2x4 DF Stud/Std REACTIONS. All bearings 10-4-8 except(jt=length)17=0-3-0,16=4-2-0,16=4-2-0,15=0-3-8. I (Ib)- Max Horz 17=-238(LC 23) Max Uplift All uplift 100 lb or less at joint(s)12 except 17=-927(LC 22),11=-750(LC 25),16=-672(LC 24), 13=-692(LC 24),15=-156(LC 24) Max Gray All reactions 250 lb or less at joint(s)except 17=1899(LC 47),11=849(LC 42),12=693(LC 81), 16=3730(LC 47),16=3681(LC 1),13=3847(LC 47),13=3828(LC 1),15=898(LC 78) IIORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OP CHORD 2-17=-580/63,2-3=-831/801,3-4=-876/1101,4-5=-2340/1065,5-6=-906/1215, 6-7=-809/848,7-8=-798/774,8-11=-523/65 BOT CHORD 16-17=-881/806,15-16=-948/1306,14-15=-858/1239,13-14=-927/1241,12-13=-1004/815, 11-12=-858/778 IEBS 3-17=-1018/1321,3-16=-1336/1157,4-16=-2464/1370,4-14=-1174/2190, 5-14=-1197/2282,5-13=-2535/1380,6-13=-1242/1158,6-12=-972/1193,7-12=-1126/1118, 7-11=-1012/1125 OTES- 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ��[} PR QF 1 Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. t-,,••'' .\ GIN fi'- Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Gj E Webs connected as follows:2x4-1 row at 0-9-0 oc. ilAll loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate1110. " • grip DOL=1.60 •+✓- 1- TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 0 Provide adequate drainage to prevent water ponding. 7,,- OREGON 4' This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z- \� 4, *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide /6 1 will fit between the bottom chord and any other members. 4r c� IProvide mechanical connection(by others)of truss to bearing plate at joint(s)17. C j R I��. )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12 except Qt=lb) 17=927,11=750,16=672,13=692,15=156. EXPIRES: 12-31-2019 10)This truss has been designed for a moving concentrated load of 250.01b live and 250.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. April 9,2019 iiiiiiiiiiiv ..A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall d building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeI ANSI/TP/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Orb Truss Truss Type Qty Ply 21367-IS K5948753 367-1S WG7A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:40 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-4dXOQhHrTop3dT6sHpf6FxTuCeRRzOuzhub8vMzSjOH IOTES- 1)This truss has been designed for a total drag load of 300 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 24-9-8 for 300.0 plf. 12)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 24-9-8 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ifHanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1400 lb down and 241 lb up at 1-6-4,1400 lb down and 241 lb up at 3-6-4,1400 lb down and 241 lb up at 9-6-4,and 1400 lb down and 241 lb up at 11-6-4,and 1400 lb down and 241 lb up at 13-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-8=-72,8-9=-72,10-18=-91(F=-73) Concentrated Loads(Ib) Vert:15=1310(B)25=-1310(B)27=-1310(B)30=-1310(B)32=-1310(B) I I I I I I I S I 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' mit 250 Klug Circle is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 II Truss Truss Type Qty Ply 21367-1S 67-1S WG8 SPECIAL 1 K5948754 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:41 2019 Page 1 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Yg5Od 1 ITE6xwFdh2rWALo80ER2gai W E6wYLhSpzSjOG 3-2-0 8-8-0 11-10-0 3-2-0 5-6-0 3-2-0 3x4 I I 3x4 Scale=1:20.7 //' 3x4 = 3x4 = \/ i1 2 12 2< 3 X 'l'\ /X 4 /� 5 6 I "' r.r. i """"""""""•"""""""":'•' : 0b367-1 S Truss WG8 Truss Type SPECIAL Qty 1 Ply 21367-1S 2 Job Reference(optional) K5948754 Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:41 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-Yg5Od1 ITE6xwFdh2rWALo80ER2gai W E6wYLhSpzSjOG OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-90(F=-72) I Concentrated Loads(Ib) Vert:16=-1305(F)17=-1305(F) I I I I I I I I I I I I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Ili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 Quallry Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Ob Truss Truss Type Qty Ply 21367-1S K5948755 367-1S WG8A SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:42 2019 Page 1 ID:jaigHA2yM7LWX3u1 OVv7rizjVrO-00fmrNJ5_Q3nsnGFPEhaKMZPCRAvRzVF8C4F_FzSjOF i I 3-2-0 8-8-0 11-10-0 I 3-2-0 5-6-0 3-2-0 3x4 I I 3x4 11 Scale=1:21.3 3x4 = 3x4 = i1 2 12X 3 X X 4 6 I - • Iiii 16 9 17 18 'k�''i�%%%i0�%%%i'ii'i'i'i'i'ii'�ti�'i'i'i'i'i'i'�d ii'i'i'i'i'i'i'i'i'i'i'i'i'i'i' 's'a 3x4 = �� i'i'i'i'i'i'i'i'Oi'i'Oii'i'i'i'i'Oi'ii' 4x4 = 4x4 = 11 15 10 8 19 7 I 3-7-8 5-11-0 9-1-12 11-10-0 3-7-8 2-3-8 3-2-12 2-8-4 OADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 8-9 >999 360 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.02 8-9 >999 240 TCDL 11.0CLL 4 Rep Stress Incr NO WB 0.24 Horz(CT) -0.00 11 n/a n/a CDL 9.0 Code IBC20151TPI2014 Matrix-MS Wind(LL) 0.01 9 >999 240 Weight:146 lb FT=20% UMBER- BRACING- TOP CHORD 2x6 DF 1800F 2.1E TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-6, except end verticals. OT CHORD 2x6 DF 1800F 2.1EIt BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EBS 2x4 DF Stud/Std FACTIONS. All bearings 3-11-0 except Qt=length)6=2-11-12,7=2-11-12,10=0-3-8,8=0-3-8. (Ib)- Max Horz 1=-76(LC 4) I Max Uplift All uplift 100 lb or less at joint(s)except 11=-295(LC 4),1=-356(LC 22),6=-357(LC 24),7=-280(LC 5),10=-172(LC 8),8=-176(LC 4) Max Gray All reactions 250 lb or less at joint(s)6 except 11=1422(LC 1),1=360(LC 20),7=1288(LC 1), 10=1238(LC 15),8=1254(LC 15) ORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. P CHORD 2-11=-652/110,3-4=-2069/438,5-7=-653/108 OT CHORD 10-11=-286/1243,9-10=-286/1243,8-9=-290/1241,7-8=-290/1241 EBS 3-11=-1591/374,3-9=-170/1205,4-9=-166/1189,4-7=-1594/370 OTES- )2-ply truss to be connected together with 10d(0.131"x3")nails as follows: I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. n i ® P f�Ore. )Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=5.4psf;h=40ft;Cat.II;Exp B;Enclosed; ;',SC. ``i �N� c 5' MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate f i grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �w �G�{wP �C"r Provide adequate drainage to prevent water ponding. e This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - ' )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 11,356 lb uplift atI fl joint 1,357 lb uplift at joint 6,280 lb uplift at joint 7,172 lb uplift at joint 10 and 176 lb uplift at joint 8. OREGON 4.../This truss has been designed for a moving concentrated load of 250.0Ib live and 250.01b dead located at all mid panels and at all L 4 panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. t4;) }' f4 � Q' 10)Girder carries tie-in span(s):5-6-0 from 0-0-0 to 11-10-0 �j 1)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. I ivi 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1394 lb down and 240 lb up at 5-0-12,and 1394 lb down and 240 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) ER R`� ,is the EXPIRES' 9 responsibility of others. April 9,2019 OAD CASES Standard nti ed,2�t�,e.2 =sew Ak verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. , �^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 libTruss Truss Type Qty Ply 21367-1S K5948755 367-1S WG8A SPECIAL 1 e� L Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,OR-97035, 8.240 s Dec 6 2018 MiTek Industries,Inc. Mon Apr 8 16:51:42 2019 Page 2 ID:jaigHA2yM7LWX3u 1 OVv7rizjVrO-00fmrNJ5_Q3nsnGFPEhaKMZPCRAvRzVF8C4F_FzSjOF OAD CASE(S) Standard Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-72,2-5=-72,5-6=-72,7-11=-90(F=-72) I Concentrated Loads(Ib) Vert:16=-1305(F)17=-1305(F) I I I I I I I I I I I I 1 I : 1111A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek{ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 Failure to Follow Could Cause Property dimensions shown in ft-in-sixteenths p y I-1 3/4' Center plate on joint unless x,y offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ranDimensions are in ft-in-sixteenths. U Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS �, 2. Truss bracing must be designed by an engineer.For O'I/16 IL\1110AMI21 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. O � IMAip U O 3. Never exceed the design loading shown and never d stack materials on inadequately braced trusses. O a O 4. Provide copies of this truss design to the building C7-8 c6-7 cs-s designer,erection supervisor,property owner and For 4 x 2 orientation,locate 9 P P P Y plates 0 'is'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 4%,,P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING g or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ti.11110 reaction section indicates joint arIIII .1 MIN number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN 1111111 _� g� 18.Use of green or treated lumber may pose unacceptable ►—� environmental,health or performance risks.Consult with LIndustry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 1111 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. iTek8 , BCSI: Building Component Safety Information, M I 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Cof d Wss iTek En ineering suReferince She II-747`_10/03 2015 air Site Address: 7670 SW Hunziker Rd 1114 Building Division TIGARDDeferred Submittal Transmittal Letter TO: DATE RECEIVED: DEPT: BUILDING DIVISION _ I V E U AUG 2 7 2019 FROM: r-LVvt L� 432_ CITY OF TIGARD COMPANY: ' ODL-1 Yin r <., l LL_ BUILDING DIVISION PHONE: (505) 2(® I-7 4 B I By: -tome db qtc RE: 7670 SW Hunziker Rd BUP2018-00091 u,3kty, (Site Address) (Permit/Case Number) The Fields Apartments Item# 3 (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ U?�i �? ,CSC) ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: Wood Roof Trusses Remarks: NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building.The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY Routed to Permit Te5hnician: Date: Initials: Fees Due: ►1 ,Yes ❑ No Fee Description: Amount Due: _Deferred Submittal Fee: $` i 6 h a , 7 C Additional fee based on valuation: $ ( aoo) Other: $ Total Fees Due: $ ' ; G a.. 7 6 Special Instructions: Reprint Permit(per PE): ❑ Yes // No ✓ ❑ Done Applicant Notified: Date: ` e-)fr"1 Initials: The fee for processing a reviewing deferred plan submittal shall be an amount equal to 65%of uilding based on the valuation of the particular portion or portions of the project with a minimum$200.00 fee. This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms\TransmittalLetter-DefrdSubmtl.doc 04/04/07