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Plans (3) A-4,57:26/9 - 00399 7697 Sill RED C LY4/L ►-✓4-9' MiTekt MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 22395 22395 JT SMITH 2596C 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: K6665611 thru K6665687 My license renewal date for the state of Oregon is June 30,2021. NGIN4, /0 78788PE r 2Q OREGON ,O� v FMQER Aa, k- EX'i, erl;;4;,,,i 021 September 17,2019 Galinski,John IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665611 22395 A01 CALIFORNIA GIRDER 1 4 4 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc. Mon Sep 16 13:48:52 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-7k_Cv1 k5Pxu00f3UJNwRFOxgIDGsdFP95faUn7yd019 18-6-8 -11-0-0I 2-5-8 i 7-3-9 7-11-}1 11-10-11 1668 16-10x12 I 21-10-13 I 28-2-12 32-05 32-8-7 36-0-10 40-0-0 441-0-0 -0-0 2-5-8 4-10-1 d-0-2 3-11-0 4-7-13 0}131 3-0-5 6-3-15 3-9-9 OI-8-2 3-4-4 3-11-6 1-0-0 1-7-12 Scale=1:77.3 4x4 = --z- 5,00 12 7x18 7x12 M18SHS 5x8 = 4x8 = 5x8 = 4x8 = 7x18 = 3x8 4 2 5 6 7 8 9 10 11 4x4 II ' w rm rfa 'sa rm sa 's° cm 'sa m rsn 3x4 5x10 M18SHS = rti//`O 2 3 � �mmm _��i v\ 12 13 M di 1 �=� ,.._ 0. I P r ' ���0 .1 14 14 7, O 24 23 34 22 21 o d 20 19 18 17 35 36 16 15 5x16 M18SHS = 7x18 = 4x8 = 9x12 M18SHS = = 9x18 M18SHS = 4x45x14 M18SHS = 7x18 = 3x4 II 5x12 M18SHS 275 12 VERTICAL SUPPORT OF FREE END 3x4 II 7x18 = OF CHORD IS REQUIRED. FASTEN TRUSS TO BEARING FOR PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED THE UPLIFT REACTION SHOWN FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED FOR WHILE PERMITTING NO UPWARD LOADS REPORTED IN NOTES.FACE MOUNT HANGER SHALL BE MOVEMENT OF THE BEARING. ATTACHED WITH A MINIMUM OF 0.148"x 3"NAILS PER HANGER MANUFACTURER SPECIFICATIONS. 18-6-8 25-8 I 7-3-9 I 11-10-11 1668 16-}}0t12 I 21-10.13 I 28-2-12 I 32-8-7 I 36-0-10 I 40-0-0 I 25-8 4-10-1 4-7-2 4-7-13 0-b-# 34-5 6-3-15 45-11 3-4-4 3-11-6 1-7-12 Plate Offsets(X,Y)-- [2:0-5-15,0-0-9],[2:0-5-0,0-10-6],[4:0-6-0,Edge],[5:0-3-8,0-2-8],[6:0-3-8,0-2-0],[13:0-4-2,0-3-0],[16:0-7-12,0-4-0],[17:0-9-0,0-4-12],[20:0-4-11,0-10-8], [20:0-10-8,0-0-3],[21:0-5-15,0-5-7],[22:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.85 19-20 >565 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -1.73 19-20 >278 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.49 13 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:990 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF 2400F 2.0E G*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, 8-11,4-8:2X6 DF SS G except BOT CHORD 2X6 DF 2400F 2.0E G*Except* 2-0-0 oc purlins(5-7-14 max.):4-11. 20-21:2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 11-16:2X4 DF No.1&Btr G,10-17:2X10 DF SS G OTHERS 2X4 DF No.1&Btr G REACTIONS. (lb/size) 2=7225/0-5-8,13=11859/0-5-8 Max Horz 2=49(LC 14) Max Uplift 2=-911(LC 6),13=-1529(LC 7) Max Gray 2=7471(LC 28),13=12105(LC 28) Alternate to 1/2"dia.bolts and washers specified in note 1: USP WS6,SIMPSON SDS25600,SDW22638,OR TRUSSLOK TSLZ006, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1/4"X 6"LONG WOOD SCREWS SPACED @ 24"OC,2 ROWS(ONE ROW-2X4) TOP CHORD 2-3=-29679/3529,3-4=-22933/2763,4-32=-21757/2634,5-32=-21797/2638, DRIVEN FROM EITHER SIDE OF 4-PLY GIRDER TRUSS CAN 5-6=-32041/3889,6-7=-39796/4856,7-8=-39514/4884,8-9=-39514/4884, REPLACE THE 1/2"BOLTS @ 48"OC IN CHORD MEMBERS AS SHOWN IN THE NOTE SECTION. 9-10=-42466/5347,10-33=29297/3700,11-33=-29269/3699,11-12=-31662/3988, 12-13=-30411/3795 BOT CHORD 2-24=-3248/27466,23-24=-3200/27005,23-34=-3819/32041,22-34=-3819/32041, 21-22=-4759/39562,19-20=-4409/36469,18-19=-4813/39514,17-18=-4813/39514, 17-35=-5270/42466,35-36=-5270/42466,16-36=-5270/42466,15-16=-3459/28038, Ep P R OFr 13-15=-3459/28038,20-21=-4503/37252 ,`-� t�� WEBS 3-24=-450/4426,3-23=-5989/700,4-23=-841/7484,5-23=-11715/1440,5-22=-433/3962, *1 4;, GI NEFR ' 9-19=-2580/426,10-16=-15704/1969,11-16=-1412/11520,12-16=-179/1379, 12-15=-939/171,10-17=-814/6964,9-17=-696/4394,7-20=-7361/911,6-21=-455/3930, �/ 17- 6-22=-8551/1073,7-21=-571/5033,7-19=-564/4189 7:77:PE NOTES- 1)N/A 2)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: CO Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-3 rows staggered at 0-4-0 oc. Oi, OREGON O� Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. 1.,f' rj,, Webs connected as follows:2x4-1 row at 0-9-0 oc,2x10-4 rows staggered at 0-4-0 oc. v0�" 8 E R 1 lit' ,'� Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. ^' ." Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 'y L. GAO 3)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=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; EXPIRES: 06/30/2021 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate September 17,2019 grip DOL=1.60 COntirKLOAlAA4gBe?dy 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,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 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 Kiug 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 22395 JT SMITH 2596C K6665611 22395 A01 CALIFORNIA GIRDER 1 A 4 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc.Mon Sep 16 13:48:52 2019 Page 2 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-7k_Cv1 k5Pxu0Of3UJNwRFOxgIDGsdFP95faUn7yd019 NOTES- 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 8)Provide adequate drainage to prevent water ponding. 9)All plates are MT20 plates unless otherwise indicated. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*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. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=911,13=1529. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1076 lb down and 143 lb up at 7-11-11,and 555 lb down and 74 lb up at 32-0-5 on top chord,and 7550 lb down and 1006 lb up at 28-2-12,and 1100 lb down and 147 lb up at 29-11-12,and 1858 lb down and 248 lb up at 31-11-12 on bottom 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:1-4=-74,4-32=-74,32-33=-163(F=-89),11-33=-74,11-14=-74,24-27=-20,24-34=-20,21-34=-48(F=-28),13-20=-48(F=-28),20-21=-48(F=-28) Concentrated Loads(Ib) Vert:17=-7550(F)32=-1076(F)33=-555(F)35=-1100(F)36=-1858(F) r. ®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 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 ANSIITPI1 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 22395 JT SMITH 2596C K6665612 22395 A02 MONO CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:57:59 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-UBC3D6B4DeggUyePGL8vAXus6LdIKJMvF5TxnEyd1f6 1-0-0 2-5-8 5-10-3 9-3-10 9-11-11 12-10-11 16-6-8 22-1-1 28-0-8 [1-0-0 I 2-5-8 I 3-4-11 3-5-7 d-8-11 2-11-0 3-7-13 I 5-6-9 I 5-11-7 Scale=1:50.6 5x8 4x6 = 7x18 = 3x4 H 5.00 12 6a 23 6a M ISI i5Z1 7MI 6a 25 MI M IA 3x4 G [° 4 22 N 3 -it 2 21711111111tm d — 6 15 14 '3$-� jo _' 3x4 II 4x6 = 4x8 = 12 11 10 9 3x12 M18SHS 7.."--- 4x4 II 6x6 = 3x8 = 9x10 M18SHS = VERTICAL SUPPORT OF FREE END 7x18 = 2.75 12 OF CHORD IS REQUIRED. 2-5-8 5-10-3 9-3-10 12-10-11 16-6-8 22-1-1 28-0-8 2-5-8 I 3-4-11 I 3-5-7 3-7-1 I 3-7-13 I 5-6-9 I 5-11-7 Plate Offsets(X,Y)-- [2:0-5-4,0-0-5],[11:0-2-0,0-0-0],[16:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.26 12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.57 13-14 >583 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.21 9 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:164 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, 5-8:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(4-4-15 max.):5-8. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-16:2X6 DF SS G,6-11:2X4 DF Std G 8-11-11 oc bracing:15-16. WEBS 2X4 DF Std G 10-0-0 oc bracing:11-13 WEBS 1 Row at midpt 7-9 REACTIONS. (lb/size) 9=1323/Mechanical,2=1396/0-5-8 Max Horz 2=140(LC 13) Max Uplift 9=-158(LC 11),2=-123(LC 10) Max Gray 9=1839(LC 29),2=1547(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-5048/473,3-4=-3567/319,4-5=-3122/258,5-6=-2880/251,6-7=-3582/322, 8-9=-312/64 BOT CHORD 2-16=-585/4686,15-16=-564/4437,14-15=-417/3292,13-14=-343/3654,6-13=-518/145, 10-11=-82/591,9-10=-218/2261 WEBS 3-16=-69/887,3-15=-1475/150,4-15=-9/376,4-14=-1026/138,5-14=0/749, 6-14=-857/156,10-13=-136/1676,7-13=-140/1555,7-9=-2670/231 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 1-10-1,Interior(1)1-10-1 to 9-3-10,Exterior(2)9-3-10 to 12-3-10, +ikE,p PROF Interior(1)12-3-10 to 27-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and sS forces&MWN FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \5 GI NEF1� /0 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 �C? ` T v 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 78 •.P non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO 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 •_ OREGON O0 will fit between the bottom chord and any other members. v `,t I ry N. 9)A plate rating reduction of 20%has been applied for the green lumber members. 0 V'SE R 1 4- 10)Refer to girder(s)for truss to truss connections. , i i 11)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify V 1... G(\'- capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=158,2=123. EXPIRES: 06/30/2021 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 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,not1111 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 [Alibi(' 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665613 22395 A03 MONO CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:00 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-zOlRQSCjyoX66Dbg2f8jlR1 xlzt3gi2TICUJhyd1 f5 11-11-11 0 2-5-8 5-10-3 9-3-10 11-1 11-10-3 1?-10-11 1 16-6-8 22-1-1 28-0-8 [11 0.00 1 2-5-8 3-4-11 I 3-5-7 0-8.1' 1-10-8 0-118 3-7-13 5-6-9 5-11-7 1 0-11-0 Scale=1:50.6 1.5x4 II 5x8 6 8 4x6 = 7x18 = 3x4 II 5.00 12 5 •7 11 9 10 11 Ica o� iza ora 411'4 �ri Ca r� 3x4 i 25 ,iiiii27 28 4 O0 v ME 24 N 3 w 2 . to 19 I" 1e 17 3x4 II 4x6 = 4x8 = 15 14 13 12 3x12 M18SHS 4x4 I I 5x6 = 3x8 = 9x10 M18SHS = 7x18 VERTICAL SUPPORT OF FREE END 2.75 12 OF CHORD IS REQUIRED. 2-5-8 5-10-3 9-3-10 12-10-11 16-6-8 22-1-1 28-0-8 1 2-5-8 1 3-4-11 I 3-5-7 3-7-1 I 3-7-13 5-6-9 I 5-11-7 Plate Offsets(X,Y)-- [2:0-5-11,0-1-8],[14:0-2-0,0-0-0],[19:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.24 15 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.55 16-17 >607 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.70 Horz(CT) 0.20 12 n/a n/a BCLL 0.0 BCDL 10.0 " Code IBC2015/TPI2014 Matrix-MS Weight:168 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins, 5-11:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(4-7-2 max.):5-11. BOT CHORD 2X4 DF No.1&Btr G"Except" BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. Except: 2-19:2X6 DF SS G,9-14:2X4 DF Std G 10-0-0 oc bracing:14-16 WEBS 2X4 DF Std G WEBS 1 Row at midpt 9-17,10-12 REACTIONS. (lb/size) 12=1338/Mechanical,2=1417/0-5-8 Max Horz 2=167(LC 11) Max Uplift 12=-154(LC 11),2=-115(LC 14) Max Gray 12=1762(LC 29),2=1698(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5674/494,3-4=-3730/317,4-5=-2836/263,5-7=-2548/304,7-9=-2554/306, 9-10=-3325/284,11-12=-311/59 BOT CHORD 2-19=-643/5271,18-19=-621/4999,17-18=-449/3414,16-17=-348/3393,9-16=-438/156, 13-14=-79/556,12-13=-211/2146 WEBS 3-19=-73/970,3-18=-1617/175,4-18=-15/411,4-17=-995/133,5-17=0/739, 9-17=-923/245,13-16=-132/1596,10-16=-161/1388,10-12=-2533/223 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 1-10-1,Interior(1)1-10-1 to 11-11-11,Exterior(2)11-8-7 to 15-11-6 �0) PROFF ,Interior(1)15-11-6 to 27-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and s forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \JS NGI NFF `r/p 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ,� R 2"P:_... 3)Unbalanced snow loads have been considered for this design. 7$78 P 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO 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 OG OREGON 09 will fit between the bottom chord and any other members. t✓ `/1,/ L\ 9)A plate rating reduction of 20%has been applied for the green lumber members. 0 8ER 1 * `� 10)Refer to girder(s)for truss to truss connections. q' �� 11)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �'y L- G A\'1 capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) EXF(RES: O6 30J 2021 12=154,2=115. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 17,2019 I D wie put 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 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665614 22395 A04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:02 2019 Page 1 I D:UOU W5wbQZykyoW5_i7GgPsz6MaF-vmtCr8DzWZ2FLQM_yThcoAWH4ZfNXk2Lx3hbOZyd1 f3 111_0_411 1-0 0I 6-11-6 I 13-6-1 13-LL11 11 18-6-0 I 23-0-5 231t5-15 28-0-8 1-0-0 6-11-6 6-6-11 0--1 4-6-5 4-6-5 4-6-5 0-5-1U 4-6-9 Scale=1:49.1 4x8 = 4x8 = 4x6 4 X20 E .121 5 223 24126 27 mwi\ 5.00 12 5x6 18 3x4 3 17 e o_ cn u d 16 2 ill••• ....,w g II a Iii/: 12 11 10 9 9 3x12 = 1.5x4 II 5x8 = 1.5x4 II 4x8 = 3x4 II 6-11-6I 13-6-1 j 18-6-0 I 23-5-15 I 28-0-8 6-11-6 6-6-11 4-11-15 4-11-15 4-6-9 Plate Offsets(X,Y)— [2:1-0-0,0-0-10],[4:0-4-0,0-1-5],[9:0-2-0,0-1-8],[11:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.20 12-15 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.36 12-15 >928 180 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.11 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Weight:147 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(3-11-7 max.):4-6. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. 7-8:2X4 DF No.1&Btr G WEBS 1 Row at midpt 3-11,5-9 REACTIONS. (lb/size) 2=1614/0-5-8,8=1692/Mechanical Max Horz 2=138(LC 55) Max Uplift 2=-207(LC 14),8=193(LC 11) Max Gray 2=2079(LC 33),8=1878(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4101/407,3-4=-2807/360,4-5=-2440/366,5-6=-1254/248,6-7=-1450/240, 7-8=-1836/276 BOT CHORD 2-12=-475/3673,11-12=-475/3673,10-11=-349/2173,9-10=-349/2173 WEBS 3-12=0/286,3-11=-1358/192,4-11=0/376,5-11=-90/388,5-9=-1384/217,7-9=-225/1617 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-6-1,Exterior(2)13-6-1 to 17-8-15, Interior(1)17-8-15 to 23-5-15,Exterior(2)23-5-15 to 27-10-12 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Rip PROxF s 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ,CJ , Gt NEL. /O non-concurrent with other live loads. .T 5)Provide adequate drainage to prevent water ponding. i� -7 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 787 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. CO 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) L OREGON 04 2=207,8=193. v �,1� rtr \ 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t�,9 MSER 1"' c�- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)239 lb down and 108 lb up at •ZA. 13-11-10,150 lb down and 71 lb up at 15-11-4,150 lb down and 71 lb up at 17-11-4,and 150 lb down and 71 lb up at 19-11-4, rY t- G A�-. and 150 lb down and 71 lb up at 21-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 06/30/2021 LOAD CASE(S) Standard September 17,2019 continued on oaae 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. Mil 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/TM 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 22395 JT SMITH 2596C K6665614 22395 A04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:02 2019 Page 2 ID:000 W5wbQZykyoW5_i7GgPsz6MaF-vmtCr8DzWZ2FLQM_yThcoAWH4ZfNXk2Lx3hbOZyd1 f3 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-6=-74,6-7=-74,8-13=-20 Concentrated Loads(Ib) Vert:19=-179 20=-108 21=-108 23=-108 26=-108 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 Mi l;� 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665615 22395 A05 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:03 2019 Page 1 ID:UOU W5wbOZykyoW5_i7GgPsz6MaF-NzRa2U EbHtB5zaxAVBCrLN3R_z4dGMSUAiR9wOyd 1 f2 -1-0-0 4-1-14 7-11-8 9-11-11 1-0-0 4-1-14 3-9-10 [ 2-0-3 Scale=1:25.6 4 I Ir 3 5.00 12 �( 10 At N.' 4 4 9 2 1 ►t 3x6 = 5 - --- 7-11-8 7-11-8 Plate Offsets(X,Y)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.21 5-8 >457 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.51 5-8 >185 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=148(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-123(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=462(LC 21),3=397(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 2�[� PRQF4- s 7)A plate rating reduction of 20%has been applied for the green lumber members. ` tS 8)Refer to girder(s)for truss to truss connections. BOJ NGS c:15) /Q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except `-c� 9f (jt=1b)3=123. 7878 P 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. CO OL OREGON -v C!) vICIER b"AC- L/y/V L. GP- EXPIRES: 06/30/2021 September 17,2019 t 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 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 ANSIJTP11 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 22395 JT SMITH 2596C K6665616 22395 A06 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:04 2019 Page 1 ID:000W5wbQZykyoW5 i7GgPsz6MaF-r9?yGgFDIAJybjVVN3uj4tbbc?MQz?pheOMAiSSydlf1 -1-0-0 4-1-14 7-11-8 10-7-11 1-0-0 4-1-14 3-9-10 2-8-3 5 Scale=1:27.1 4 0 3 5.00 12 11 11 rn a h 10 1 2 3x6 = 6 7-11-8 7-11-8 Plate Offsets(X,Y)- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.20 6-9 >467 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.51 6-9 >186 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=157(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-124(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=460(LC 21),3=398(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-6-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 3-% PRQFF 7)A plate rating reduction of 20%has been applied for the green lumber members. .`� I N r OtS) ,,`` 8)Refer to girder(s)for truss to truss connections. Cj .. C? 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. DA_ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except `-c v9< (jt=lb)3=124. 7: .;P 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. I, OL. OREGON ,.,c5 vOy�eER 1l""Ac-- L. GAL EXPIRES:06/30/2021 September 17,2019 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 tit 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665617 22395 B01 California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:05 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-JLZKTAFroURpCt5ZdcFJQo8vbmlzk6dndOwF_uydl f0 [1-0-0I2 5-3-10 5-I11-1[1 11-2-10 I 17-2-6 I 22-5-5 2$-1.4 28-5-0 29-5-0I 1-0-0 5-3-10 t)-8-1 5-2-15 5-11-12 5-2-15 -8-1 5-3-10 1-0-0 Scale=1:50.4 5x8 5.00 12 4x8 = 4x8 = 5x8 3 16 ISa 17 lk X18 ERI 6 ICI i `4' 0 _lilN 7 8 i P'. �. V 11 19 10 20 9 4x6 = 4x6 = 4x8 = 8x8 = 4x8 = 5-3-10I 14-2-8 I 23-1-6 [ 28-5-0 5-3-10 8-10-14 8-10-14 5-3-10 Plate Offsets(X,Y)-- [2:0-1-13,0-0-1],[7:0-1-13,0-0-1],[9:0-3-8,0-2-0],[10:0-4-0,0-4-8],[11:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.34 10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.62 10 >547 180 TCDL 7.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Weight:298 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins,except 3-6:2X6 DF SS G 2-0-0 oc purlins(5-5-0 max.):3-6. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 7=2578/0-5-8,2=2578/0-5-8 Max Horz 2=37(LC 10) Max Uplift 7=-378(LC 7),2=-378(LC 6) Max Gray 7=2730(LC 28),2=2730(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6797/948,3-4=-6278/889,4-5=-10480/1361,5-6=-6278/889,6-7=-6797/947 BOT CHORD 2-11=-836/6268,10-11=-1475/10268,9-10=-1473/10268,7-9=-829/6268 WEBS 3-11=-69/1763,4-11=-4236/682,4-10=0/459,5-10=0/459,5-9=-4236/682,6-9=-69/1763 NOTES- 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. 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. <('‘.‘ Q(31 PROF. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; �` rss MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �5 NGINE . /0 grip DOL=1.60 ,'1 . R 2 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Q� 9< 5)Unbalanced snow loads have been considered for this design. 787'8PE 6)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. / / 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO 9)*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 OG OREGON Oj will fit between the bottom chord and any other members. �, ti 10)A plate rating reduction of 20%has been applied for the green lumber members. O M(3E'R 1 ' ... 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •TA. ` 7=378,2=378. 'Y C. G P1/4‘Y‘ 12)Girder carries hip end with 6-0-0 end setback. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)396 lb down and 136 lb up at EXPIRES:06/30/2021 23-1-6,and 396 lb down and 136 lb up at 5-3-10 on top chord. The design/selection of such connection device(s)is the September 17,2019 ontj( m aitakreo2ofhers. • 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 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 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 22395 JT SMITH 2596C K6665617 22395 B01 California Girder 1 n L Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:05 2019 Page 2 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-JLZKTAFroURpCt5ZdcFJQo8vbm Izk6dnd0wF_uydl f0 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-6=-140,6-8=-74,2-7=-38(F=-18) Concentrated Loads(Ib) Vert:3=-333 6=-333 4 l 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665618 22395 B02 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:07 2019 Page 1 I D:UOU W5wbQZykyoW5_i7GgPsz6MaF-Fkh5usH6K5hXSBFykOHnVDDEIaQwC0o44KPM3nyd 1 f_ 1-0-0 3-11-6 7-6-1 7-11-11 11-10-10 16-6-6 20-5-5 20-110-115 24-5-10 28-5-0 229-5-0 [1-0-0 3-11-6 I 3-6-11 0-5- 3-10-15 4-7-12 I 3-10-15 0-5-1 3-6-11 I 3-11-6 T1-0-0 Scale=1:50.4 4x8 = 3x6 = 3x6 = 4x8 = 5.00 12 4 5 22 iRL I� 236 1.5x4 i7 1.5x4 ir 21 3 24 v 'NT' , 20 25 2 9 0 Ijil \II 13 12 11 ori 4x6 = 4x8 = 5x8 = 4x8 = 4x8 = 7-6-1 14-2-8 20-10-15 28-5-0 7-6-1 I 6-8-7 I 6-8-7 I 7-6-1 Plate Offsets(X,Y)-- [4:0-4-0,0-1-5],[7:0-4-0,0-1-5],[12:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.26 12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.50 11-12 >686 180 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.15 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:125 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Std G 2-0-0 oc purlins(3-2-6 max.):4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1410/0-5-8,9=1410/0-5-8 Max Horz 2=-50(LC 19) Max Uplift 2=-133(LC 10),9=133(LC 11) Max Gray 2=1526(LC 33),9=1526(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3091/362,3-4=-2983/289,4-5=-2753/289,5-6=-3794/341,6-7=-2753/289, 7-8=-2983/289,8-9=-3091/362 BOT CHORD 2-13=-289/2837,12-13=-287/3746,11-12=-284/3746,9-11=-294/2837 WEBS 3-13=-610/132,4-13=-21/884,5-13=-1220/148,6-11=-1220/148,7-11=-21/884, 8-11=-610/132 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-6-1,Exterior(2)7-6-1 to 11-10-10, Interior(1)11-10-10 to 20-10-15,Exterior(2)20-10-15 to 25-1-14,Interior(1)25-1-14 to 29-5-0 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 PROFA 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 '``ice �ss 3)Unbalanced snow loads have been considered for this design. �Cj �NGINEFR /Q 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs T /li non-concurrent with other live loads. �� 9< 5)Provide adequate drainage to prevent water ponding. 7878 PE 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. CO 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0L OREGON O) 2=133,9=133. v F 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q '7eER 1� � ' �' y4' L. G PL`s EXPIRES: 06/30/2021 September 17,2019 � r 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665619 22395 B03 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:08 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-kwET5BIk5PpO3Lg8IkoO2RmLH_kZxTIDJ_8vaDydl ez [1-0-01 3-11-6 7-6-1 7-11-11 11-10-10 16-6-6 1 20-5-5 20-11015 24-5-10 285-0 1-0-0 3-11-6 3-6-11 0-519 3-10-15 4-7-12 3-10-15 0-5-11'0 3-6-11 3-11-6 Scale=1:50.0 4x12 = 5 9 5.00 12 4x12 = 4 3x6 = 3x6 = 1.5x4 23 �— 24 2:—'. 28 >n 28 29 1.5x4 3 10 30 0 22 21 2 11 qP s� ].+ o .' o Mt 14 13 12 4x8 = 5x12 = 4x8 = 4x8 = 4x8 = 7-6-1 14-2-8 20-10-15 28-5-0 1 7-6-1 1 6-8-7 6-8-7 1 7-6-1 Plate Offsets(X,Y)— [2:0-0-0,0-0-4],[4:0-6-4,0-1-6],[8:0-6-4,0-1-6],[11:0-0-0,0-0-4],[13:0-6-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.31 13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.57 13-14 >597 180 TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.17 11 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:129 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Std G 2-0-0 oc purlins(2-11-15 max.):4-8. BOT CHORD Rigid ceiling directly applied or 7-3-8 oc bracing. REACTIONS. (lb/size) 11=1517/0-5-8,2=1594/0-5-8 Max Horz 2=71(LC 18) Max Uplift 11=-145(LC 11),2=-172(LC 10) Max Gray 11=1965(LC 33),2=2091(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4299/738,3-4=-3874/804,4-6=-3552/910,6-7=-4150/882,7-8=-3562/923, 8-10=-3886/820,10-11=-4326/770 BOT CHORD 2-14=-718/3913,13-14=-851/4102,12-13=-771/4103,11-12=-662/3943 WEBS 3-14=-398/99,4-14=-84/883,6-14=-1259/264,6-13=-149/314,7-13=-156/308, 7-12=-1257/260,8-12=-82/885,10-12=-419/105 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-11-11,Exterior(2)7-6-1 to 11-10-10, Interior(1)11-10-10 to 20-10-15,Exterior(2)18-5-5 to 22-8-4,Interior(1)22-8-4 to 28-5-0 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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 ‘4.,p PRQFF 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �(\j i lGt NEFR's/0 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. Q 9l 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7878 PE: 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 will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) (O 00 11=145,2=172. (DL, OREGON c 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `O BER 1l' Ac." C- GPA-\v4 EXPIRES:06/30/2021 September 17,2019 -- 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 propedy 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665620 22395 B04 CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:10 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-gJMD WIJ_d036JezWQ9gU7srianRH PORWnId0f6yd1 ex 1 0 0 3-11-6 7-6-1 7-11-11 9-11-11 11-10-10 16-6-6 18-5-5 20-5-5 20-I10-I15 24-5-10 28-5-0 [1-0-0 3-11-6 3-6-11 0-5-10 2-0-0 1 1-10-15 ) 4-7-12 1 1-10-15 ' 2-0-0 0-510 3-6-11 3-11-6 Scale=1:50.0 1.5x4 II1.5x4 II 5 7 11 12 4x8 = 5.00 12 • I 4x8 = 4 I I 3x6 = 3x6 = 10 ? CR1 ISa IRI 1ER 0 26 �, C ® iii... 33 1.5x4 : 29 30 3 r 1.5x4 3 14 34 v 25 A 35 2 15 dP —e g � -tel ]a o � . ti 36 18 17 16 47 O 4x6 = 3x12 = 5x8 3x12 = 4x6 = I 7-6-1 I 14-2-8 l 20-10-15 28-5-0 7-6-1 6-8-7 6-8-7 7-6-1 Plate Offsets(X,Y)-- [17:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.26 17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.50 17-18 >675 180 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.15 15 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:133 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Std G 2-0-0 oc purlins(3-5-7 max.):4-13. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. REACTIONS. (lb/size) 15=1365/0-5-8,2=1442/0-5-8 Max Holz 2=73(LC 46) Max Uplift 15=-858(LC 49),2=-880(LC 38) Max Gray 15=1719(LC 28),2=1843(LC 75) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3851/2212,3-4=-3241/1636,4-5=-427/399,4-6=-2910/712,6-8=-2913/713, 8-9=-3484/849,9-10=-2923/713,10-13=-2919/712,12-13=-440/397,13-14=-3247/1638, 14-15=-3864/2228 BOT CHORD 2-18=-713/3366,17-18=-485/3434,16-17=-507/3438,15-16=-731/3396 WEBS 3-18=-493/142,4-18=-159/820,8-18=-1105/410,8-17=-169/298,9-17=-169/299, 9-16=-1103/437,13-16=-184/822,14-16=-515/147 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-4-11,Exterior(2)9-11-11 to 14-2-10, Interior(1)14-2-10 to 18-5-5,Exterior(2)18-0-5 to 22-3-4,Interior(1)22-3-4 to 28-5-0 zone;cantilever left and right exposed;end n vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 G.0 p PRv 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 •``�`� x�str 3)Unbalanced snow loads have been considered for this design. �CO !NGI NEF �O 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs CJ '7 2 non-concurrent with other live loads. �� 9�. 5)Provide adequate drainage to prevent water ponding. 78 E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OG OREGON Of' 15=858,2=880. 10)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist McER 1 b' S� t✓ drag loads along bottom chord from 0-0-0 to 1-0-0,27-5-0 to 28-5-0 for 2131.6 plf. y/t' 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 'Y L- GP `•`� EXPIRES:06/30/2021 September 17,2019 l , 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665621 22395 B05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:12 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaFciU_xZLE9eJgYy7vXatyCHw?gb7StF9pEc67jyd 1 ev 100 5-8-7 11-6-1 11-1I1111 16-5-5 16-11I015 22-8-9 28-0-8 [1-0-0 I 5-8-7 I 5-9-9 0--11) 4-5-10 0-5-13 5-9-9 I 5-3-15 Scale=1:49.4 5x12 = 4x8 = 21 22 i,---, 23 5.00 12 G\oh. 24 3x4 � 20 25 3x4 3 6 r v d 19 26 27 u' 18 2 7 in o /4 d 11 10 9 8 3x8 = 1.5x4 II 5x6 = 3x12 = 1.5x4 II 4x8 = 5-8-7 11-6-1 16-10-15 22-8-9 28-0-8 I 5-8-7 I 5-9-9 I 5-4-14 I 5-9-9 5-3-15 Plate Offsets(X,Y)-- [2:0-8-0,0-0-6],[4:0-6-1,0-1-5],[5:0-4-0,0-1-5],[7:0-0-0,0-0-13],[10:0-2-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.19 8-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.37 8-9 >918 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:126 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Std G 2-0-0 oc purlins(4-1-5 max.):4-5. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Right:2x4 SP No.3 REACTIONS. (lb/size) 7=1317/Mechanical,2=1393/0-5-8 Max Horz 2=81(LC 14) Max Uplift 7=-97(LC 15),2=122(LC 14) Max Gray 7=1734(LC 33),2=1868(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3703/301,3-4=-2652/270,4-5=-2235/271,5-6=-2565/260,6-7=-3489/283 BOT CHORD 2-11=-249/3332,10-11=-249/3332,9-10=-154/2301,8-9=-226/3111,7-8=-226/3111 WEBS 3-10=-1085/160,4-10=0/534,4-9=-296/188,5-9=0/565,6-9=-951/154 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-7-13,Exterior(2)11-7-13 to 15-10-11, Interior(1)15-10-11 to 16-10-15,Exterior(2)16-10-15 to 21-1-14,Interior(1)21-1-14 to 28-0-8 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 grip DOL=1.60 IRO P R°F- s 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 S 3)Unbalanced snow loads have been considered for this design. SCJ N 31 NEF /(,-) 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs div T 4- non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 78 P 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. CO 9)Refer to girder(s)for truss to truss connections. 04- OREGON O# 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) t/ 2' \ 2=122. 0 'HER 1 cX- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. N L. GAL\ EXPIRES: 06/30/2021 September 17,2019 0 out ®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 propedy 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 IVhTek 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665622 22395 B06 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:13 2019 Page 1 ID:UO U W5wbQZykyoW5_i7GgPsz6MaF-4u2M9vMtwxRhA6i55HOBIUTD7?SNcjayTGsgFQyd 1 eu 13-10-3 1-0-0 5-8-7 11-6-1 11-II11- 1 1 6-1 16-5-5 16-10-??5 22-8-9 28-0-8 1-0.0 I 5-8-7 I 5-9-9 0-5-ib 1-10-8 8-1 1-10-8 0--ib 5-9-9 I 5-3-15 l Scale:1/4"=1' 1.5x4 II 1.5x4 II 5x12 = 5 7 9 10 4x8 = 4001110101.1 ' 5.00 120; 27 I231 3x4 1.5x4 II u 24 Ef gn �1 o/._, _. ., MI., �o os-01 17 16 15 14 3x12 = 1.5x4 II 5x8 = 3x12 = 1.5x4 II 4x8 = 5-8-7 ( 11-6-1 I 16-10-15 I 22-8-9 I 28-0-8 5-8-7 5-9-9 5-4-14 5-9-9 5-3-15 Plate Offsets(X,Y)-- [2:1-0-0,0-0-10],[4:0-6-7,0-1-8],[13:0-0-0,0-0-9],[16:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.23 14-15 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.41 14-15 >812 180 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.15 13 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:134 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 DF Std G 2-0-0 oc purlins(3-8-7 max.):4-11. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Right:2x4 SP No.3 REACTIONS. (lb/size) 13=1353/Mechanical,2=1429/0-5-8 Max Horz 2=97(LC 14) Max Uplift 13=-115(LC 15),2=-138(LC 14) Max Gray 13=1960(LC 33),2=2085(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4233/248,3-4=-3259/240,4-6=-2808/281,6-8=-2808/281,8-11=-2805/280, 11-12=-3165/240,12-13=-3995/254 BOT CHORD 2-17=-261/3815,16-17=-261/3815,15-16=-140/2888,14-15=-187/3569,13-14=-187/3569 WEBS 3-16=-975/142,4-16=0/489,4-15=-349/238,11-15=0/529,12-15=-823/135 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-11,Exterior(2)13-8-7 to 18-8-4, Interior(1)18-8-4 to 28-0-8 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 grip DOL=1.60 ,c4.,p PR°Pt s 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 c./t9 3)Unbalanced snow loads have been considered for this design. ��j !NGS Net- /Q�1" 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs v l�9 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 787 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .A140 r 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 4, OREGON 00 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) N. VO 13=115,2=138. Q '1/eER 16"_, N- 11) ' N- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. '�\ N 1.- GP-‘ EXPIRES: 06/30/2021 September 17,2019 I iii 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/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 22395 JT SMITH 2596C K6665623 22395 B07 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:14 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-Y4ckMFMVhFZYnGHIf?vQHi0K10o0LEw6hwbEotydl et 111_0-0-001 7-5-2 14-2-8 20-11-14 I 28-0-8 I 7-5-2 6-9-6 6-9-6 7-0-10 Scale=1:46.9 4x6 II 4 it 5.00 1217 18 1.5x4 \\ 18 19 1.5x4 // 3 5 20• 15 2 6,n it ,1 LI h O ►=il 8 21 22 7 5x8 = 3x4 = 4x6 = 3x6 = 9-8-4I 18-8-12 I 28-0-8 I9-8-4 9-0-7 9-3-12 Plate Offsets(X,Y)-- [2:0-0-6,0-0-0],[6:0-0-0,0-1-1],[8:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.24 7-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.54 8-14 >628 180 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.09 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:111 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 6=1317/Mechanical,2=1393/0-5-8 Max Horz 2=99(LC 14) Max Uplift 6=-115(LC 15),2=-138(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2663/249,3-4=-2350/221,4-5=-2277/229,5-6=-2597/245 BOT CHORD 2-8=-255/2408,7-8=-73/1565,6-7=-167/2314 WEBS 4-7=-77/822,5-7=-607/213,4-8=-83/907,3-8=-641/216 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-2-8,Exterior(2)14-2-8 to 17-2-8, Interior(1)17-2-8 to 28-0-8 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 [�r1 3)Unbalanced snow loads have been considered for this design. G¢t.D PR OFF cr 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ` tS non-concurrent with other live loads. �� NGS N'EFn /O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jS? T -0,9 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,with BCDL=10.0psf. 7878 FA '/ f 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)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) 6=115,2=138. 0 ,CO L OREGON nO� 4/0y eER 11`_s,E' L. GAS EXPIRES: 06/30/2021 September 17,2019 I MINIM mi ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 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 Qualify Criteria,OSB-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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665624 22395 B08 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:16 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-VTjVnx01 DspF1 ZRgmPxuM75i?CUTp2xP9E4Lslyd 1 er 100 7-5-2 14-2-8 17-10-2 22-1-10 25-8-5 260-15 28-0-8 [1-0-0 I7-5-2 I 6-9-6 I 3-7-10 I 4-3-8 3-6-11 010 1-10-9 Scale=1:49.6 4x6 I I 19 4 20 ii 5x8 = 4x4 5.00 12 18 rRI rRi 3x6 5x6 1.5x4 \\ 17 a 11-2\71, 3 . N V aS O V 16 7 2 — El 0 X 12 24 25 11 10 9 5x8 = 4x8 = 5x8 = 1.5x4 II 3x6 = I 9-8-4 I 17-10-2 1B-8-1� 26-1-15 I 28-0-8 9-8-4 8-1-13 0-10-1 7-5-3 1-10-9 Plate Offsets(X,Y)-- [2:0-3-0,0-1-6],[12:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.17 11-12 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.61 Vert(CT) -0.53 12-15 >626 180 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-MS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-8-1 max.):5-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-9:2X4 DF No.1&Btr G REACTIONS. (lb/size) 2=1393/0-5-8,9=1386/Mechanical Max Horz 2=138(LC 13) Max Uplift 2=-141(LC 14),9=-131(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2663/257,3-4=-2347/240,4-5=-2165/270,5-6=-1928/216,6-7=-531/103, 7-8=-588/103,8-9=1412/122 BOT CHORD 2-12=-321/2408,11-12=-206/1561,10-11=-191/1393 WEBS 4-11=-76/951,4-12=-88/895,6-11=-39/785,6-10=-1292/173,8-10=-106/1259, 3-12=-638/217,5-11=-1142/178 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-2-8,Exterior(2)14-2-8 to 17-2-8, Interior(1)17-2-8 to 26-1-15,Exterior(2)26-1-15 to 27-10-12 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 Gti .O PR Q/C 3)Unbalanced snow loads have been considered for this design. `� �s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs �CJ� !NG►NE�n s/D non-concurrent with other live loads. S? v 'T 4- 5)Provide adequate drainage to prevent water ponding. �� 9< 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7s 8P 7)*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,with BCDL=10.Opsf. / 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. CO 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) (DL. OREGON 00 2=141,9=131. /0 ,41 4 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 OBER 1 `t"" b" 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)202 lb down and 129 lb up at •�N G ��� 25-8-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. L. LOAD CASE(S) Standard EXPIRES: 06/30/2021 September 17,2019 w-ontinued on oaae 2 I MOM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. alit 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665624 22395 B08 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:16 2019 Page 2 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-VTjVnxOlDspF1 ZRgmPxuM75i?CUTp2xP9E4Lslyd 1 er LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,5-7=-74,7-8=-74,9-13=-20 Concentrated Loads(Ib) Vert:23=-83 1 f 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/TP11 Quality Criteria,D513-89 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 22395 JT SMITH 2596C K6665625 22395 B09 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:17 2019 Page 1 ID:UO UW5wbQZykyoW5_i7GgPsz6MaF-zfHt_GPN_Ax6ejOtK7S7vKetOcgVYTrYOuquPCydl eq 7-5-2 14-2-8 17-10-2 22-1-10 25-8-5 26r -52 -0-8[11-0-0I I I I I 7-5-26-9-6 3-7-10 4-3-8 3-6-11 0-5-1 1-10-9 Scale=1:49.1 4x6 II 20 4 21 8 ii5x6 = 4x4 5.00 12 19 111111111 : 3x6 — 25 6x6 1.5x4 \\ 18AiXa\— 3 �� • .n d 7 O 2 , o �� ►=� 13 26 27 12 11 10 5x8 = 4x8 = 5x8 = 3x4 II 3x6 = 9-8-4I 17-10-2 16-8-12 26-1-15 28-0-8 9-8-4 8-1-13 0-10-10 7-5-3 1-10-9 Plate Offsets(X,Y)-- [2:0-0-6,0-0-0],[11:0-2-0,0-2-0],[13:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.18 12-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.54 13-16 >619 180 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.09 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:145 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-4-3 max.):5-7. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10:2X4 DF No.1&Btr G 6-0-0 oc bracing:10-11. REACTIONS. (lb/size) 2=1438/0-5-8,10=1655/Mechanical Max Horz 2=119(LC 62) Max Uplift 2=-149(LC 14),10-157(LC 15) Max Gray 2=1438(LC 1),10=1716(LC 36) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2778/352,3-4=-2463/334,4-5=-2350/433,5-6=-2108/373,6-7=-720/306, 7-9=-713/115,9-10=-1736/325 BOT CHORD 2-13=-316/2515,12-13=-203/1668,11-12=-316/1634 WEBS 4-12=-173/1057,4-13=-88/893,6-12=-37/696,6-11=-1429/147,7-11=-607/419, 9-11=-467/1726,3-13=-637/217,5-12=-1192/214 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-2-8,Exterior(2)14-2-8 to 17-2-8, Interior(1)17-2-8 to 26-1-15,Exterior(2)23-8-5 to 26-8-5,Interior(1)26-8-5 to 27-10-12 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 grip DOL=1.60 aG[) PR Q 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 -<(' ' F�ss 3)Unbalanced snow loads have been considered for this design. ���\GJ ' G(NEk. /0 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 2 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 7$7$$PE 7)ThisTts has been designeddeignfor a f bottom chord lih load nochord in atl with any erer live tangs. le e Gy/� 7)'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,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. CO 9)Refer to girder(s)for truss to truss connections. GON O� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=1b) vO �,t�$ fp L-. 2=149,10=157. s '�/ ER ' �`� 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. il, 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)333 lb down and 166 lb up at 'v L. G AO 23-8-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard EXPIRES: 06/30/2021 September 17,2019 continued on oaae 2 Attie;;=t; t la 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 propedy 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665625 22395 B09 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:17 2019 Page 2 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-zfHt_GPN_Ax6ejOtK7S7vKetOcgVYTrYOuquPCyd 1 eq LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,5-7=-74,7-8=-74,7-9=-74,10-14=-20 Concentrated Loads(Ib) Vert:24=-214 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 int 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.Adddional 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665626 22395 CO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:20 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-NEz?dIRGG5KhVBkR?F0gXzGMsptOlx_4s2Y?Wyd1 en -1-0-0 I 4-5-9 4111 9-0-2 I 12-0-14 1?-8-14 16-5-5 20-11-8 1-0-0 4-5-9 0-5-1116 4-0-15 3-0-12 0-8-1 3-8-7 4-6-3 Scale=1:38.2 5x6 5x12 = 3x4 II ?! ff4SS4%.. 2235x125x15.008 1920 4n n PK 24 25 13 26 27 12 11 10 28 29 4x8 = NAILED NAILED NAILED 4x6 = NAILED 8 3x4 II3x6 = 5x12 = 3x4 II 4x6 = NAILED NAILED 4-5-9 9-0-2 12-0-14 16-5-5 20-11-8 4-5-9 4-6-9 3-0-12 I 4-4-7 4-6-3 Plate Offsets(X,Y)-- [2:0-1-5,0-0-4],[3:0-6-1,0-1-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.18 12-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.36 12-13 >699 180 TCDL 7.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.07 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:121 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, 3-4:2X4 DF 2400F 2.0E G,5-7:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(3-1-4 max.):3-4,5-7. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G WEBS 1 Row at midpt 6-8 REACTIONS. (lb/size) 8=1781/Mechanical,2=1569/0-5-8 Max Horz 2=109(LC 7) Max Uplift 8=-220(LC 7),2=-208(LC 10) Max Gray 8=1858(LC 31),2=1807(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3945/445,3-4=-4427/517,4-5=-2678/326,5-6=-2462/308,7-8=-443/135 BOT CHORD 2-13=-489/3636,12-13=-496/3608,11-12=-535/4400,9-11=-249/1986,8-9=-249/1986 WEBS 3-13=0/341,3-12=-92/1113,4-12=-396/118,4-11=-2291/284,5-11=-82/847, 6-11=-90/781,6-9=0/291,6-8=-2319/268 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 T� 3)Unbalanced snow loads have been considered for this design. cC¶OQ PR OAF 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c,'`` 'N ss/ non-concurrent with other live loads. 1� 5)Provide adequate drainage to prevent water ponding. ,,_ �N T O9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' "8/1" I- 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) CO 8=220,2=208. OL OREGON ,O� 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v Fj(� R \ 12)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. Q,(" (3 1 4- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)293 lb down and 143 lb up at •�� �� 4-11-3,174 lb down and 77 lb up at 6-0-12,206 lb down and 97 lb up at 7-1-12,and 334 lb down and 134 lb up at 18-8-12,and I., G PL 335 lb down and 132 lb up at 19-4-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 06/30/2021 September 17,2019 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,notNH 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665626 22395 CO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:20 2019 Page 2 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-N Ez?dIRGG5KhVBkR?F0gXzGMsptOlx4s2Y?Wyd1 en LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-4=-74,4-5=-74,5-7=-74,2-8=-20 Concentrated Loads(Ib) Vert:17=-174 18=-113 19=-122 22=-250 23=-253 24=-70(B)25=-36(B)26=-53(B)27=-52(B)28=-98(B)29=99(B) 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 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665627 22395 CO2 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:21 2019 Page 1 ID:UOU W5wbQZykyoWS_i7GgPsz6MaF-rQXOgeSu1 PSY7LJeZzX33AoWjDABUOz81 Wo5Yzyd1 em } p ��77��20-11-8 1 1-QO 1 6-5 9 0 5 10 4 4a5 1 14-3-43-3-2 0-5--110 437 143 1lt 1-1-5 1 Scale=1:38.4 1.5x4 II 4x6 5x12 = 7 520 Ii 21 22 1: :]5x12 = 4x12 = �I 5.00 12 3 , 17 1819 4 _ 16o ry Il ,V M 15 N 2 d = 11 10 8 3x8 = 1.5x4 II 5x6 = 4x12 = 3x6 = 1 6-5-9 1 11-0-2 1 14-3-4 l 20-11-8 6-5-9 4-6-9 3-3-2 6-8-4 Plate Offsets(X,Y)-- [2:0-3-10,Edge],[3:0-6-1,0-1-5],[6:0-6-1,0-1-5],[10:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.14 11-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.25 11-14 >986 180 TCDL 7.0 Rep Stress Ina YES WB 0.51 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:104 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-0-3 max.):3-4,5-6. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2X4 DF No.1&Btr G REACTIONS. (lb/size) 8=976/Mechanical,2=1054/0-5-8 Max Horz 2=135(LC 13) Max Uplift 8=-92(LC 10),2=-130(LC 14) Max Gray 8=1100(LC 36),2=1275(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2103/207,3-4=-2073/222,4-5=-1360/158,5-6=-1253/163 BOT CHORD 2-11=-304/1836,10-11=-307/1824,9-10=-306/2069,8-9=-81/327 WEBS 3-11=0/257,3-10=-93/352,4-9=-1057/160,6-9=-137/1151,6-8=-1199/220 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-7-5,Exterior(2)6-7-5 to 9-7-5, Interior(1)9-7-5 to 14-3-4,Exterior(2)14-3-4 to 17-3-4,Interior(1)17-3-4 to 19-8-7,Exterior(2)19-8-7 to 20-9-12 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 NOTES- 0.0) PROP rS 3)Unbalanced snow loads have been considered for this design. 4 tS 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs CJ !NGI Nek. �Q non-concurrent with other live loads. r-,\ V R 2 5)Provide adequate drainage to prevent water ponding. Qty 9� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7878 P 7)*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)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. ,CO 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) OL OREGON O 2=130. v F ' \ 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q MBER 11�' 4— tiN L. G P1/40v. EXPIRES:06/30/2021 September 17,2019 r 1 mit ®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/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 22395 JT SMITH 2596C K6665628 22395 CO3 CALIFORNIA GIRDER 1 q 3 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:23 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-npe8FKT8Z0iGMeTOgOZX9buyrl sFyBIRmgHCcryd1 ek 4-2-14I 7-10-10 ft-6-11I 12-7-10 I 15-8-6 16-4-6I 17-10-13 1B-6-11 20-11-8 4-2-14 3-7-13 0-8-1 4-0-15 3-0-12 b-8-1 1-6-7 b-8-1 2-4-10 Scale=1:36.3 5x6 % 5x8 // 21 5 ;20 i� • 8x8 = 8x8 = - 6x6 5.00 12 ,� 194. 18 1 e 3x6 17 c'S , 2 d v, _ ' dh i. MI 14 13 12 11 10 9 22 5x8 = 3x4 II 6x6 = 6x6 = 5x6 = 5x8 = 8x8 = 84x6 I FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 4-2-14I 7-10-10 12-7-10 I 15-8-6 18-6-14 I 20-11-8 4-2-14 3-7-13 4-8-15 3-0-12 2-10-8 2-4-10 Plate Offsets(X,Y)-- [1:0-4-0,Edge],[3:0-3-9,0-2-5],[4:0-2-12,0-3-12],[6:0-1-15,0-2-8],[8:Edge,0-3-8[,[9:0-3-8,0-4-4],[10:0-4-0,0-2-0],[12:0-3-0,0-4-8],[13:0-3-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.16 12-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.34 12-13 >734 180 TCDL 7.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.08 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:412 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, 3-4,5-6:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4,5-6. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 7-8:2X4 DF No.1&Btr G REACTIONS. (lb/size) 1=7316/0-5-8,8=7316/Mechanical Max Horz 1=273(LC 32) Max Uplift 1=-1761(LC 37),8-1266(LC 38) Max Gray 1=7868(LC 60),8=7493(LC 59) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-17042/4081,2-3=-13937/3303,3-4=-12527/3077,4-5=-7548/1833,5-6=-6646/1307, 6-7=-3819/688,7-8=-6880/1206 BOT CHORD 1-14=-2121/14761,13-14=-2121/14761,12-13-1863/11901,10-12-2348/12068, 9-10=-1494/4288,8-9=-1252/1265 WEBS 2-14=-300/2388,2-13=-2940/539,3-13=-534/4332,3-12=-914/754,4-12=-717/3118, 4-10=-7552/1076,5-10=-509/2770,6-10=-957/5451,6-9=-3717/749,7-9=1128/6528 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: aC L� Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. C``D PROF, s 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. ,Cj !NGl NEk• /Q 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? V '7 lig 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=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; :77:: 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. C0 6)Provide adequate drainage to prevent water ponding. 0f,.. OREGON 0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [.A L 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 VO 'V/aE'R 1 b9 4- will fit between the bottom chord and any other members. A, 9)A plate rating reduction of 20%has been applied for the green lumber members. '' L. G No 10)Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1761,8=1266. EXPIRES: 06/30/2021 12)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist September 17,2019 dra loads along bottom chord from 0-0-0 to 1-0-0,20-1-0 to 20-11-8 for 1676.4 If. a mit 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- 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,058.89 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 22395 JT SMITH 2596C K6665628 22395 CO3 CALIFORNIA GIRDER q J Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:23 2019 Page 2 ID:UO U W5wbQZykyoW5_i7GgPsz6MaF-npe8FKTBZOiGMeT0gOZX9buyrl sFyBIRmgHCcryd1 ek NOTES- 13)Girder carries tie-in span(s):28-0-8 from 0-0-0 to 20-11-8 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-4=-74,4-5=-74,5-6=-74,6-7=-74,1-8=-629(F=-609) t � 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` 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665629 22395 DO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:25 2019 Page 1 ID:000W5wbQZykyoW5 i7GgPsz6MaF-kCmug?V05dy_cydPooc?EOzFNgb_QHLjD8mJhkydlei -1-0-0 3-6-1 11-11 7-5-13 7 11-7 11-5-8 12-5-8 1-0-0 1 3-6-1 b-5-101 3-6-2 05-101 3-6-1 1-0-0 1 Scale=1:22.3 5x12 = 4x6 = 5.00 124 Il i 95 ,6 17 e 2 a 5 i I — I I I • I 6 I = 18 8 19 20 21 7 22 NAILED 1.5x4 II NAILED 3x4 = NAILED 3x8 = NAILED NAILED 3x6 = 3-6-11 7-11-7 1 11-5-8 3-6-1 4-5-6 3-6-1 Plate Offsets(X,Y)-- [2:0-8-0,0-0-10],[3:0-6-1,0-1-5],[5:0-6-2,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.07 7-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.14 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:45 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins,except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(3-11-2 max.):3-4. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1006/0-5-8,5=1005/0-5-8 Max Horz 2=-27(LC 11) Max Uplift 2=-169(LC 10),5=-168(LC 11) Max Gray 2=1195(LC 29),5=1194(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2361/354,3-4=-2000/328,4-5=-2209/332 BOT CHORD 2-8=-318/2165,7-8=-326/2151,5-7=273/1989 NOTES- 1)Wind:ASCE 7-10;Vuft=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. La0p PRQf- cr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` s 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 �5 ANG I NEER 4p will fit between the bottom chord and any other members. ,_ /ji 8)A plate rating reduction of 20%has been applied for the green lumber members. �� 9�. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 78 1 e - 2ap, purlin , 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)407 lb down and 164 lb up atCO 3-11-10,and 149 lb down and 75 lb up at 5-8-12,and 407 lb down and 164 lb up at 7-5-14 on top chord. The design/selection of .L OREGON O� such connection device(s)is the responsibility of others. V � 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 7ASER 1 1".a4— LOAD CASE(S) Standard yN L. G P'- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-4=-74,4-6=-74,9-12=-20 EXPIRES: 06/30/2021 September 17,2019 continued on Daae 2 I -- 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,notla a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 'y 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665629 22395 DO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 8 Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:25 2019 Page 2 ID:UOUW5wbQZykyoWS_i7GgPsz6MaF-kCmug?V05dy_cydPooc?EOzFNgb_QHLjDBmJhkydl ei LOAD CASE(S) Standard Concentrated Loads(Ib) Veil:15=-288 16=76 17=-288 18=-12(F)19=-36(F)20=-38(F)21=-36(F)22=-12(F) l / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mill 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 Mak' ak' 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/f 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 22395 JT SMITH 2596C K6665630 22395 002 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:25 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-kCmug?V05dy_cydPooc?EOzKFgeGQHHj D8mJhkydl ei -1-0-0 5-8-12 11-3-8 1-0-0 5-8-12 5-6-12 Scale=1:20.1 4x6 = 3 5.00 112 14 15 16 13 12 4 2 5 Nor Adm. 1.5x4 II 3x4 = 3x4 = 5-8-12 11-3-8 5-8-12 5-6-12 Plate Offsets(X,Y)-- [2:0-2-0,Edge],[4:0-0-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.04 5-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.10 5-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 4=527/0-3-8,2=608/0-5-8 Max Horz 2=47(LC 14) Max Uplift 4=-46(LC 15),2=-68(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-837/126,3-4=-839/136 BOT CHORD 2-5=-70/711,4-5=70/711 WEBS 3-5=0/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-8-12,Exterior(2)5-8-12 to 8-8-12, Interior(1)8-8-12 to 11-3-8 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs aG non-concurrent with other live loads. ‹ PRO- s ‹(., i c O 5)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 liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �Cj will fit between the bottom chord and an other members.7)A plate rating reduction of 20%has been applied for the green lumber members.8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. 72‘1Nec,k,;(.9:: OL OREGON X04 aER L. GPL EXPIRES:06/30/2021 September 17,2019 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 property incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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 ANSIJTP11 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 22395 JT SMITH 2596C K6665631 22395 003 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:26 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-COKGtLWOsx4rE6CbM W7Em E W VrEz29kXtSnVsDAyd 1 eh 5-8-12 11-3-8 5-8-12 5-6-12 Scale=1:19.4 4x6 = 2 5.00 I 12 13 14 11 15 3 1 xr 4 1.5x4 II 3x4 = 3x4 = 5-8-12 11-3-8 5-8-12 5-6-12 Plate Offsets(X,Y)-- [1:0-2-2,Edge],[3:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.05 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.10 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 1=531/0-5-8,3=531/0-3-8 Max Horz 1=35(LC 14) Max Uplift 1=-48(LC 14),3=-46(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-833/139,2-3=-850/136 BOT CHORD 1-4=-72/721,3-4=-72/721 WEBS 2-4=0/255 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 5-8-12,Exterior(2)5-8-12 to 8-8-12, Interior(1)8-8-12 to 11-3-8 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o 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 ��Q PRO4- s will fit between the bottom chord and any other members. �(, s 6)A plate rating reduction of 20%has been applied for the green lumber members. Cj GI NEk.n /O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. _C? V R * 7878 P co 4-4/OREGON , 0 �MQER �6" ,� ti " 5 " L. GAL`S EXPIRES:06/30/2021 September 17,2019 4 0 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/-PIH 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665632 22395 J01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:27 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-gaufshwfdFChrGnovDeTJR2keeN?uCOOhRFQldydl eg -1-0-0 1-11-11 1-0-0 1-11-11 NAILER Scale=1:8.6 3 8 5.00 12 2 v ro 1 9 4 ♦ NAILED 3x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress'nor NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=81/Mechanical,2=194/0-3-8,4=28/Mechanical Max Horz 2=39(LC 10) Max Uplift 3=-20(LC 10),2=-30(LC 6) Max Gray 3=81(LC 17),2=194(LC 17),4=44(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. PR 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. � NGf N c5's�� 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 1 t� 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,S? Si 9 2 LOAD CASE(S) Standard 7: :8P 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 Concentrated Loads(lb) Vert:3=-19(F)9=-6(F) (:)/„.._OREGON ,ZOO 0 MBER 1a, 4- �N L. GP'-v. v. EXPIRES: 06/30/2021 September 17,2019 MINIM 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,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 22395 JT SMITH 2596C K6665633 22395 J02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:27 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GciPsz6MaF-gauf5h WfdFChrGnovDeTJR2jleMVuCOohRFQldydl eg -1-0-0 3-0-0 3-6-3 1-0-0 3-0-0 0-6-3 Scale=1:11.9 3 4 1 l 5.00 12 9 /1 2 1 '/ 5 3x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length)2=0-3-8,3=0-1-8. (Ib)- Max Horz 2=59(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,2,5,3 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-5-7 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. tc11 7)A plate rating reduction of 20%has been applied for the green lumber members. `�(,t`cO PR Opt 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �Cj NGiNFF /o 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. „Ls./ '9 78 : PE co OL OREGON ,,co vO��BER 1 `��,�� L. GAL EXPIRES:06/30/2021 September 17,2019 r r 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- 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 Job Truss Truss Type Qty Ply .22395 JT SMITH 2596C K6665634 22395 J03 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:28 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-8n5111 XHOYKYTPM_Tx9isfbvV2jVdfeAv5_zH3yd 1 of -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:8.6 3 8 5.00 12 2 co N 4 3x4 = 1-11-11 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:7 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=50/Mechanical,2=185/0-5-8,4=23/Mechanical Max Horz 2=39(LC 14) Max Uplift 3=-17(LC 14),2=-33(LC 10) Max Gray 3=52(LC 21),2=185(LC 21),4=32(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. anG PR 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. .`'S``O uF�ss Qk'�S �cNGiNEF /o�9r 78 PE �o VREGON (O3' v� BAR "01,4 1,4 GAL EXPIRES: 0613012021 September 17,2019 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665635 22395 J04 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:28 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-8nS 1 I1 XHOYKYTPM_Tx9isfbu02fMdfeAv5_zH3yd 1 of 1 -1-0-0 1 2-5-8 3-10-8 3-111-111 1-0-0 2-5-8 1-5-0 0-1-3 Scale=1:12.8 4 IT 01 Ib 5.00 112 3x4 3 n ro 4 c , � ,,,.. 2 11 3x4 =--- ,:t. 5 0 c 1 i 7 1.5x4 II 3x4 = I 2-5-8 1 3-10-8 3-111-111 2-5-8 1-5-0 011-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.01 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.02 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MR Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2X4 DF Std G REACTIONS. (lb/size) 4=92/Mechanical,2=265/0-5-8,5=83/Mechanical Max Horz 2=65(LC 14) Max Uplift 4=-28(LC 14),2=-36(LC 14),5=-6(LC 14) Max Gray 4=102(LC 21),2=269(LC 21),5=87(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-3-1,Interior(1)2-3-1 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n will fit between the bottom chord and any other members. a�p PRQFF 7)A plate rating reduction of 20%has been applied for the green lumber members. �[� LS 8)Refer to girder(s)for truss to truss connections. �Cj� N(�jrl N E� s'0 9)Refer to girder(s)for truss to truss connections. �? T 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. �� '9 7=7 P ,co OL OREGON (0) vN. Q FiLteER 11",_‘4- 194/ L. GAS-` ' EXPIRES: 06/30/2021 September 17,2019 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 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665636 22395 J05 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:29 2019 Page 1 ID:UOU W5wbQZykyoWS_i7GgPsz6MaFczOP WNYv9sSP5ZwA1 egxOs82nRymM6tJ81kXgVyd1 ee -1-0-0 2-5-8 3-10-8 5-4-15 1-0-0 2-5-8 1-5-0 1-6-7 Scale:3/4"=1' 4 r 4A Io 5.00 ,2 1.5x4 II 12 3 • C4 11 v I N 2 ■■__ ■i. 4x6 = 5 1 ,/ 7 1.5x4 II 3x4 = 2-5-8 3-10-8 2-5-8 1-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.02 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.03 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MR Weight:16 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2X4 DF Std G REACTIONS. (lb/size) 4=112/Mechanical,2=285/0-5-8,5=149/Mechanical Max Horz 2=85(LC 14) Max Uplift 4=-43(LC 14),2=-34(LC 14),5=-28(LC 14) Max Gray 4=132(LC 21),2=290(LC 21),5=161(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-293/33 BOT CHORD 2-7=-111/260 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-3-1,Interior(1)2-3-1 to 5-4-3 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��Q PROFFss 6)*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 �(, 151 will fit between the bottom chord and any other members. Cj NG I Nek- ‘'* 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. `-c"� 9� 9)Refer to girder(s)for truss to truss connections. 787:: ' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. • L OREGON CO v�y�eER1p����c-- L. GP- EXPIRES: 06/30/2021 September 17,2019 ®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/7711 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665637 22395 J06 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:30 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-49ZnjjZXw9aGijVMbM BAx4gDorMv5Z7TN PT4Mxyd1 ed -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:13.5 3 5.00 12 8 2 4 I� 1 ♦ 9 10 4 NAILED NAILED 3x6 =- 1-2-0 1-2-0 6-0-0 1-2-0 4-10-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.07 4-7 >991 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:13 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=139/Mechanical,2=194/0-5-8,4=81/Mechanical Max Horz 2=39(LC 10) Max Uplift 3=-8(LC 10),2=-29(LC 6) Max Gray 3=140(LC 17),2=194(LC 17),4=92(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. Gn.c PR�1 r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ``C``D v�`str 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. Cj !w`GIN,E't. / 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _C? r `'7 LOAD CASE(S) Standard 4'SPE 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) CO Vert:9=-6(B)10=-69(B) OL OREGON no v0FMSER *a /Y4/ L L. G PLS' EXPIRES: 06/30/2021 September 17,2019 t � 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665638 22395 J07 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:31 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-YL79w3a9hTi7Kt4Z83iPTHDNOFjggONcc3DduOyd1 ec -1-0-0 3-11-11 1-0-0 3-11-11 Scale=1:13.3 3 5.00 F-1 - 9 9 2 8 CIS 1 0 4 3x4 = 6-0-0 6-0-0 Plate Offsets(X,Y)-- [2:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.10 4-7 >700 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical,2=287/0-5-8,4=58/Mechanical Max Horz 2=65(LC 14) Max Uplift 3=-39(LC 14),2=-30(LC 14) Max Gray 3=151(LC 21),2=292(LC 21),4=97(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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 c�G will fit between the bottom chord and any other members. C``O {,R OF� 7)A plate rating reduction of 20%has been applied for the green lumber members. �( Sim 8)Refer to girder(s)for truss to truss connections. Cj !NGI NEF1� 1Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ?i9 787.: O/, OREGON 205" v0y�SER .�� ‘4- L. GA EXPIRES: 06/30/2021 September 17,2019 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 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 ANSIITPI1 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 22395 JT SMITH 2596C K6665639 22395 J08 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:33 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-VkFwLIbPC4yrZBExGU ItZi IgH3M21wtv3N ikzGyd 1 ea -1-0-0 5-11-11 1-0-0 5-11-11 Scale=1:16.8 3 1�) fib+ 5.00 12 10 6 9 6 8 2 1 4 ,/ 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.07 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.17 4-7 >417 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:19 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=188/Mechanical,2=358/0-5-8,4=83/Mechanical Max Horz 2=93(LC 14) Max Uplift 3=-68(LC 14),2=-41(LC 14) Max Gray 3=220(LC 21),2=369(LC 21),4=107(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. nG r 7)A plate rating reduction of 20%has been applied for the green lumber members. ��`` D PROFLss 8)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)3,2. �NGi NFF�y /O 29 788 PE ,co OG OREGON r04 'O,,8ER - 0`_‘4� L. GAL EXPIRES: 06/30/2021 September 17,2019 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 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,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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665640 22395 J09 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:35 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-R7NgmQdgkiDZpUOKNvnLe7N?hs1 HmgNCXhBr19yd1 eY -1-0-0 6-0-0 7-11-11 1-0-0 6-0-0 1-11-11 Scale=1:21.0 4 is o 3 5.00 12 11 10 n � m M M 9 2 c 1 9r 3x4 = 5 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.07 5-8 >982 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.18 5-8 >402 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=120(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=370(LC 21),3=309(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 7)A plate rating reduction of 20%has been applied for the green lumber members. GQt.O PRO/ 8)Refer to girder(s)for truss to truss connections. Y `�' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. �CJ� !NGI NFF s/0 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. IS? V R ij. 4-C 7878 PE co OL OREGON es° v0 AMBER � tiN L. GAL`S EXPIRES:06/30/2021 September 17,2019 1 A WARNING-Verily 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 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 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 22395 JT SMITH 2596C K6665641 22395 J10 Jack-Open 2 1 ,Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:35 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-R7NgmQdgkiDZpUOKNvnLe7N?1 s2TmgNCXhBr19yd1 eY -1-0-0 6-0-0 9-11-11 1-0-0 I 6-0-0 I 3-11-11 Scale=1:25.8 5 , n Io 4 5.00 12 r� 3 g 11 oU) 4 4 10 2 1 3x4 = 6 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.07 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.17 6-9 >411 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:24 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8. (Ib)- Max Horz 2=148(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-100(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=366(LC 21),3=301(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. G5,0 PROF-4- 8)Refer to girder(s)for truss to truss connections. ` tS 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �CJ� NGI NE-,t- s/.. 10 )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except , b �G ,9 2 (jt=lb)3=100. (t„ 9>! 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 78,00::P Air CO • OREGON 200 L v© c‘i�IaER 16" ,- 5 �� L. GP -'c- EXPIRES:06/30/2021 September 17,2019 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 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' 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/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 22395 JT SMITH 2596C K6665642 22395 J11 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:36 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-vJx2_mdIV?LQQezWxclaALwApGOjV HcLILwOZbyd1 eX -1-0-0 6-0-0 11-11-11 1-0-0 6-0-0 5-11-11 Scale=1:30.2 7i 5 I. Ii 5 � 1 5.00 12 4 11 it 14 13 it 3 �1 N 12 2 i1 3x4 = 8 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.07 8-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.17 8-11 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical,3=0-3-0. (Ib)- Max Horz 2=175(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,2,4,5,6 except 3=-100(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=365(LC 1),3=273(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 7)A plate rating reduction of 20%has been applied for the green lumber members. � �EO PROF- 8)Refer to girder(s)for truss to truss connections. 061 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. Cj N6IN4- /0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,4,5,6 ,S? 'T 2 except(jt=lb)3=100. �� 9� 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 787:t -E 0d OREGON nO N. 0 SER A611‘4- L. GPA-\\— EXPIRES: ALEXPIRES:06/30/2021 September 17,2019 1 _ I 1111 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 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 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 22395 JT SMITH 2596C K6665643 22395 J12 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:37 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-N W RB6ewGJTH2oYjVKppjYTLZgkyEksU_?gy61 yd1 eW -1-0-0 6-0-0 13-11-11 1-0-0 l 6-0-0 7-11-11 Scale=1:34.6 8 I4 6 5.00 12 15 5 14 4 .1 7 3 .' m 13 2 1 � tf ►11 9 354 = l 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.07 9-12 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.17 9-12 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical,3=0-3-0. (Ib)- Max Horz 2=203(LC 14) Max Uplift All uplift 100 lb or less at joint(s)8,4,5,6,7 except 3=-100(LC 14) Max Gray All reactions 250 lb or less at joint(s)8,9,4,5,6,7 except 2=365(LC 1),3=266(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. c O PRQF4-, 8)Refer to girder(s)for truss to truss connections. <( tS 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. 'Co NGI NELt:n .ro 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,4,5,6,7 �� 7 2 except(jt=lb)3=100. 4 9< 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 7: e:P 'OL OREGON �0 FMSER lar, yN L. G L\\4 EXPIRES:06/30/2021 September 17,2019 t � mit 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 T 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665644 22395 J13 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:38 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-ri2pOSfYldb8gy6v31 K2Gm?bW476zB6eDfPVeUydleV -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:9.6 NAILED 3 8 5.00 12 J 2 1 10,2 9 NAILED 4 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=94/Mechanical,2=197/0-5-8,4=32/Mechanical Max Horz 2=39(LC 28) Max Uplift 3=-15(LC 10),2=-28(LC 6) Max Gray 3=94(LC 17),2=198(LC 17),4=57(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. PR 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �.<((, � 06) 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. GI Nn 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). w� 2 LOAD CASE(S) Standard 78772/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 Concentrated Loads(lb) Vert:3=-19(B)9=-6(B) L OREGON -, '°4/SER y4' L. GAL" EXPIRES:06/30/2021 September 17,2019 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 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 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 22395 JT SMITH 2596C K6665645 22395 J14 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:40 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-o4AZp8hoZErrvFGHASN WLB5wptogR5cxgzucjMyd 1 eT -1-0-0 3-11-11 I 1-0-0 3-11-11 Scale=1'.12.8 31'' 5.00 12 9 ao n 2 1 1 8 hiridig Prialliall 4 -/ 3x4 = 4-0-0 1 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=120/Mechanical,2=268/0-5-8,4=55/Mechanical Max Horz 2=65(LC 14) Max Uplift 3=-43(LC 14),2=-36(LC 14) Max Gray 3=133(LC 21),2=272(LC 21),4=69(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8 c O PRO1 . 8)Refer to girder(s)for truss to truss connections. t(, s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. CJ xyGi NFFR cS/02 � i 9 787$ co L OREGON ,O' v06 eER 1t`rAt\ L. GAO IXPIRES: 06/30/2021 September 17,2019 1 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/07/2015 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/TPit 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 22395 JT SMITH 2596C K6665646 22395 J15 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:41 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-GHkxl UhRKYziXPrUk9ultOd5TH7mAYs4vde9FpydleS -1-0-0 4-0-0 5-7-11 1-0-0 4-0-0 1-7-11 Scale=1:16.3 4 3 5.00 12 11 FA 10 FAr M N C�1 9 00112 �' c 1 , 5 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=88(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=274(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. aG PRO 7)A plate rating reduction of 20%has been applied for the green lumber members. p PROF& 8)Refer to girder(s)for truss to truss connections. T 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �GJ `NG)NEF /() 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. ,,S? v 7 P 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9 y28) P CO L OREGON do `eQBER �� � �. GA-- EXPIRES: 06/30/2021 September 17,2019 4 f ter= 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 property 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 I V IiTek' 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665647 22395 J16 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:42 2019 Page 1 ID:UOU W5wbQZykyoWS_i7GgPsz6MaF-kTIKEpi35r5Z8ZQgttP?QcAGkhU9u_5E8HNjnFyd 1 eR 1 -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:11.5 3 5.00 12 8 2 7 1 0 ♦ 9 10 4 NAILED NAILED 3x4 = 4-11-8 4-11-8 Plate Offsets(X,Y)-- [2:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=105/Mechanical,2=199/0-5-8,4=90/Mechanical Max Horz 2=39(LC 10) Max Uplift 3=-9(LC 10),2=-29(LC 6),4=-1(LC 10) Max Gray 3=107(LC 17),2=200(LC 17),4=90(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. c1G 7 L� 7)A plate rating reduction of 20%has been applied for the green lumber members. ` `O P}l OFs 8)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)3,2,4. \CJ !NGI NEF /O 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. V - T 4i 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9 787 P LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 CO Concentrated Loads(Ib) (34-, OREGON OV Vert:9=-6(F)10=-70(F) ry `t4 cv 8ER 1�;��'�� L. GPA- EXPIRES: 06/30/2021 September 17,2019 1 , Nut 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 ony 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 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 22395 JT SMITH 2596C K6665648 22395 J17 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:43 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-CfsiS9jhs9DQmj?srawEypjRl5gKdRLNMx7GJhyd1 eQ -1-0-0 3-11-11 1-0-0 3-11-11 Scale=1:12.8 3 5.00 12 9 2 8 v °D a 1 I6 4 3x4 = 4-11-8 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:14 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=128/Mechanical,2=279/0-5-8,4=55/Mechanical Max Horz 2=65(LC 14) Max Uplift 3=-41(LC 14),2=-33(LC 14) Max Gray 3=142(LC 21),2=283(LC 21),4=82(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. GaG n c 7)A plate rating reduction of 20%has been applied for the green lumber members. [`` O PROFFs 8)Refer to girder(s)for truss to truss connections. s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �NG1 NEER 4")�� 29 7878: 'E co .4.,OREGON ryo� v�ySER 1�`,AC- L. GPL EXPIRES:06/30/2021 September 17,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665649 22395 J18 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:43 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-CfsiS9jhs9DQmj?srawEypjP75owdRLNMx7GJhyd1 eQ -1-0-0I 4-11-8 I 5-11-11 1-0-0 4-11-8 1-0-3 Scale=1:16.9 4 3 N la iiholiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiill11111111111111111111111111111111111111111111111.,4pv..A 5.00 12 11 Lo • 10 co 0 6 N 9 N 2 I1 ' 11 5 Ihmil 3x4 = 4-11-8 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.08 5-8 >729 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=93(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=321(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. at .D A plate rating reduction of 20%has been applied for the green lumber members. -{(C.:‘at.D PROFFss 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �Co NGI NFF /0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. �? 7 2 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9 4 78 :-PE i �! Co 0- OREGON ry04 v`y4 SER 1 b\_ N N L. GAL EXPIRES: 06/30/2021 September 17,2019 t MIME wilt 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 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 22395 JT SMITH 2596C K6665650 22395 J19 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:44 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-g5Q4fVkJdTLHOta3PIRTV1 Fal U8EMubWbbsps7ydl eP -1-0-0 4-11-8 7-0-11 1-0-0 4-11-8 2-1-3 Scale=1:19.2 4 Io 5.00 12 3 11 �/ c5 10 A 9 1 2 1' hal 5 3x4 = 4-11-8 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.08 5-8 >740 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=108(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=318(LC 21),3=269(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-5 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. aC n r 7)A plate rating reduction of 20%has been applied for the green lumber members. 9,03 PR Qp . 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Gj .t NEL /o 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. _V' tG 7 2 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Q 7'7 P • _co OL OREGON X04 yN 8ER .016c- L. GPL EXPIRES: 06/30/2021 September 17,2019 r 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 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665651 22395 J20 Jack-Partial Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:45 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-82zSsrkxOmTB?19Fz?yi2EoiUuNg5LrggFcNOayd1 e0 -1-0-0 1-2-0 1-11-11 1-0-0 1-2-0 0-9-11 Scale=1:17.3 5.00 12 3 8 v 2 to ♦ 9 10 114 NAILED NAILED NAILED 3x8 8-0-0 8-0-0 Plate Offsets(X,Y)-- 12:0-3-0.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.14 4-7 >666 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.34 4-7 >284 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=146/0-5-8,4=196/Mechanical,3=292/Mechanical Max Horz 2=39(LC 28) Max Uplift 2=-41(LC 24),4=-21(LC 10),3=-31(LC 10) Max Gray 2=147(LC 17),4=196(LC 17),3=294(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. c�G n 7)A plate rating reduction of 20%has been applied for the green lumber members. D PROjL- 8)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)2,4,3. SCJ 78NC7 8P? 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 09 7 /li 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Deadd+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) O(� OREGON SER1 ,.LOQ Vert:9=-6(F)10=-69(F)11=-182(F) v0 Ml" 4" 194/ L. G P' EXPIRES: 06/30/2021 September 17,2019 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 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/IPH 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,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665652 22395 J21 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:45 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-82zSsrkxOmT8?19Fz?yi2Eol4uSk5LrggFcN0ayd1 e0 -1-0-0 2-2-0 3-11-11 1-0-0 2-2-0 1-9-11 Scale=1:17.1 37 5.00 12 9 2 ♦ 4 3x6 = 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-6,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.09 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.29 4-7 >328 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BOLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical,2=296/0-5-8,4=68/Mechanical Max Horz 2=65(LC 14) Max Uplift 3=-30(LC 14),2=-25(LC 14) Max Gray 3=171(LC 21),2=301(LC 21),4=126(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 0 c) PROM. 7)A plate rating reduction of 20%has been applied for the green lumber members. ss 8)Refer to girder(s)for truss to truss connections. Cj !NGI NFF ' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �� v 7 ?i9 78788 r I 2 • SCO L OREGON -vO vQ SER 1a, 4- titi L. G PL\� EXPIRES: 06/30/2021 September 17,2019 4 Ant 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665653 22395 J22 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:46 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-cEXg4BIZ84b?dAkRXjUxaSLt_InDgo5p2vLww0yd 1 eN -1-0-0 3-2-0 5-11-11 1-0-0 3-2-0 2-9-11 Scale=1:16.9 3 5.00 12 10 9 8 2 '/ 4 3x8 = 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-0-6,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.11 4-7 >869 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.37 4-7 >257 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=204/Mechanical,2=381/0-5-8,4=86/Mechanical Max Horz 2=93(LC 14) Max Uplift 3=-65(LC 14),2=-35(LC 14) Max Grav 3=236(LC 21),2=392(LC 21),4=135(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide n will fit between the bottom chord and any other members. "� `n`_D PR VF�s 7)A plate rating reduction of 20%has been applied for the green lumber members. �( s 8)Refer to girder(s)for truss to truss connections. �Cj NGI N,E� /� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. C? �� 7878 E// co L OREGON IF) vO��BER 1b`, "c"- L. GP- EXPIRES: 06/30/2021 September 17,2019 nom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/01/2015 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 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/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 Job Truss Truss Type Qty 'Ply 22395 JT SMITH 2596C K6665654 22395 J23 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:47 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-4Q5DHXmBvOj5FKIe4Q?A7ftyMi5sZFLzHZ5USSyd1 eM -1-0-0 4-2-0 7-11-11 1-0-0 4-2-0 3-9-11 Scale=1:20.8 3 1 A." 5.00 12 10 9 n � d, 6 ci 8 2 1 ►4 3x6 = 4 800 l 8-0-0 Plate Offsets(X,Y)-- 12:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.21 4-7 >445 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.52 4-7 >183 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:24 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=253/Mechanical,2=451/0-5-8,4=114/Mechanical Max Horz 2=120(LC 14) Max Uplift 3=-93(LC 14),2=-48(LC 14) Max Gray 3=306(LC 21),2=468(LC 21),4=145(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. Gac O PROF- 7)A plate rating reduction of 20%has been applied for the green lumber members. ` iS 8)Refer to girder(s)for truss to truss connections. Cj !N(3I NFFn 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. _C? Q 78 PE r Ot, OREGON ry43' v0 �SER AA".,x �� C. GAL EXPIRES:06/30/2021 September 17,2019 4MINN 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 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 MTek� 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665655 22395 J24 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:48 2019 Page 1 I D:U 0 U W5wbOZykyoW5_i7GgPsz6MaF-ZdfbVtngghrjsUtge8WPftQ9r6Sd I ia6WDg1?vyd 1 eL -1-0-0 4-2-2 8-0-0 9-11-11 1-0-0 4-2-2 3-9-14 1-11-11 4 Scale=1:25.6 3 5.00 12 Io 10 V- sr c� 9 2 1 3x6 = 5 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.19 5-8 >498 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.50 5-8 >191 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=445/0-5-8,5=114/Mechanical,3=412/0-4-8 Max Horz 2=145(LC 14) Max Uplift 2=-36(LC 14),3=-147(LC 14) Max Gray 2=450(LC 21),5=146(LC 5),3=514(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-11-11 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 2�p PRQP4-6,s �� 8)Refer to girder(s)for truss to truss connections. C` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) �GJ !NGS NE`Cn /Q 3=147. •V" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 9 7 7 P co OL OREGON ,ZOj V0 41 SER jk\���" L. GAL EXPIRES: 06/30/2021 September 17,2019 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 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 ANSI7TPI1 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 22395 JT SMITH 2596C K6665656 22395 J25 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:48 2019 Page 1 I D:UOU W5wbQZykyoW5_i7GgPsz6MaF-ZdfbVtngghrjsUtge8WPftQ816R5lia6WDq1?vyd 1 eL -1-0-0 4-2-2 8-0-0 11-11-11 1 1-0-0 I 4-2-2 I 3-9-14 I 3-11-11 5 Scale=1:30.0 In 4 :1 5.00 12 3 r1 12 11 a M in c 10 z i1 ►tet ►.t 3x6 = 6 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.21 6-9 >456 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.53 6-9 >181 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4-8,4=0-1-8. (Ib)- Max Horz 2=175(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-125(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=462(LC 21),3=386(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. aPRQF 7)A plate rating reduction of 20%has been applied for the green lumber members. �``cQ .�' 8)Refer to girder(s)for truss to truss connections. �Cj NG I NEF s'0 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. R 2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except , . T.:.(jt=lb)3=125. 787:I 'E 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. Ir ,co OL OREGON a v0y BER .�� ,4" L. GAL r. EXPIRES:06/30/2021 September 17,2019 1 , a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 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 �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 ANSI1TPI1 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 22395 JT SMITH 2596C K6665657 22395 J26 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:49 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-1 pDziDnSR?zaUeSOCr1 eC4zJaVnM19gGItaaXLyd 1 eK -1-0-0 4-2-2 8-0-0 12-3-2 1-0-0 4-2-2 I 3-9-14 I 4-3-2 Scale=1:30.6 5 6 ffI^ d i4 3 5.00 12 r4: 12 du5 6 11 2 i 1 , M Int 7 3x6 = 8-0-0 8-0-0 Plate Offsets(X,Y)- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.21 7-10 >459 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.52 7-10 >182 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:30 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical,3=0-4-8. (Ib)- Max Horz 2=180(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,4,5 except 3=-125(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 2=461(LC 21),3=380(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-3-2 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. GRcd PROFR. S 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 tS 8)Refer to girder(s)for truss to truss connections. �Cj !NG'NPz. /Q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. V' `i R 2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5 except Q� 9>! (jt=1b)3=125. 787 8P 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. CO OL OREGON nci vQy eER Aly" � C. GPL EXPIRES: 06/30/2021 September 17,2019 4 , WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. a 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 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665658 22395 J27 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:50 2019 Page 1 ID:UO U W5wbQZykyoW5_i7GgPsz6MaF-V?nLwZo4CJ6R6o1 DmYYtIIVTRv7emc4PzWJ83nyd1 eJ -1-0-0 4-2-2 8-0-0 12-11-11 1-0-0 I 4-2-2 I 3-9-14 4-11-11 6 Scale:3/8"=1' 5 I'' v o 4 ,1 5.00 l 13 Ai 12 3 :� a 0 11 2 1 ;� ►1 7 3x6 = 8-0-0 8-0-0 Plate Offsets(X,Y)-- 12:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.21 7-10 >464 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.52 7-10 >182 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:32 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical,3=0-4-8. (Ib)- Max Horz 2=188(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,4,5 except 3=-125(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,4,5 except 2=460(LC 21),3=368(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-11-11 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. CQE'p PRQFF 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 is 8)Refer to girder(s)for truss to truss connections. Cj� GINE �/ 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. C? ' F°9‘ 02 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5 except �� 91! (jt=lb)3=125. 7878 PE: 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. -i• o`D L OREGON 20 v0yti BER 0'_, - Z. GAL EXPIRES: 06/30/2021 September 17,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI57473 rev.10/03/2015 BEFORE USE. is 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665659 22395 J28 Jack-Partial 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:51 2019 Page 1 ID:UOUWSwbQZykyoWS_i7GgPsz6MaF-zCLj7upizcEljycPJG36HV2eCJTtV3KYCA3hbDydl el -1-0-0 4-2-2 8-0-0 14-8-0 1-0-0 4-2-2 3-9-14 6-8-0 6 7 Scale=1:35.8 I4 ;, o 5 :6 5.00 12 4 14 rj 13 3 . o rb 12 2 1 C DEL .4 3x6 = 8-0-0 8-0-0 Plate Offsets(X,Y)-- 12:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.21 8-11 >465 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.52 8-11 >183 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:34 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-1-8 except(jt=length)2=0-5-8,8=Mechanical,3=0-4-8. (Ib)- Max Horz 2=212(LC 14) Max Uplift All uplift 100 lb or less at joint(s)2,4,5,6 except 3=-125(LC 14) Max Gray All reactions 250 lb or less at joint(s)8,4,5,6 except 2=460(LC 1),3=338(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 14-8-0 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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. Ga' O PROF- s 7)A plate rating reduction of 20%has been applied for the green lumber members. ` s 8)Refer to girder(s)for truss to truss connections. j GINEF /� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ,? �G '7 2 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5,6 except �� 9` (jt=lb)3=125. 787::PE 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. l197s (3/.. OREGON �O� 1✓Q F44eER AI'''. 4.5 tiN L. GP L's EXPIRES: 06/30/2021 September 17,2019 I none till 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 P4iWek' 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665660 22395 J29 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:51 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-zCLj7upizcEljycPJG36HV21PJTFV2uYCA3hbDyd1 el -1-0-0 1-6-10 2-5-8 5-0-14 7-11-11 1-0-0 I 1-6-10 1 0-10-14 I 2-7-6 I 2-10-14 Scale=1:20.8 4 i it I'; 1.5x4 5.00 12 3 14 Nolip..411" n13 epi i. WMc5M12 2 . 1 I' Io W. 7 6 5 ,. 4x12 3x4 II 304 2-5-8 I 8-0-0 I 2-5-8 5-6-8 Plate Offsets(X,Y)-- ]2:0-4-0.0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.08 2-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.27 2-6 >306 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.04 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:32lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-7:2X6 DF SS G WEBS 2X4 DF Std G REACTIONS. (lb/size) 4=52/Mechanical,2=456/0-5-8,6=307/Mechanical Max Horz 2=118(LC 14) Max Uplift 4=-34(LC 14),2=-54(LC 14),6=-27(LC 14) Max Gray 4=77(LC 21),2=473(LC 21),6=339(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-468/62 BOT CHORD 2-6=-132/415 WEBS 3-6=-488/155 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 aC n 3)Unbalanced snow loads have been considered for this design. ```O PRQF s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs tS non-concurrent with other live loads. SCO !NGINE /0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r,,,\ ? T ?i 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 �� 9t� will fit between the bottom chord and any other members. 787:: ' 7)A plate rating reduction of 20%has been applied for the green lumber members. // 8)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)4,2,6. CO .L OREGON no4 vO / SER 1I" 5sk- L. G A\--c4 EXPIRES: 06/30/2021 September 17,2019 r 1 WIN mit 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665661 22395 J30 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:52 2019 Page 1 lD:UOU W5wbQZykyoW5_i7GgPsz6MaF-ROv6LEgKkwM8L5BbtzbLgjaw4joaEV3iRgoE8gyd1 eH -1-0-0 1-6-10 2-5-8 5-1-0 8-0-0 9-11-11 1-0-0 I 1-6-10 1 0-10-14 I 2-7-8 2-11-0 1-11-11 Scale=1:24.9 5 , 4 h o 0 5.00 12 ►' 1.5x4 14 1,-- 3 3 0 ,:I- 13 13 2 - i 0001. 14111r 1 .�7 y 1 no cY ,, 8 7 6 1 1 3x8 J 4x12 i 3x4 II 2-5-8 2-5-8 Plate Offsets(X,Y)-- [2:0-4-0.0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.08 2-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.26 2-7 >311 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.04 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-8:2X6 DF SS G WEBS 2X4 DF Std G REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-4-8. (Ib)- Max Horz 2=146(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,7,4 Max Gray All reactions 250 lb or less at joint(s)5,4 except 2=468(LC 21),7=322(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-480/23 BOT CHORD 2-7=-105/431 WEBS 3-7=-494/121 NOTES- 1)Wind:ASCE 7-10;Vutt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. Ga1_p PRO/- s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs ` s non-concurrent with other live loads. r'J !NG I Nek- /Q 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �.? ' 7 * 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 Qw �< will fit between the bottom chord and any other members. 7878 E 7)A plate rating reduction of 20%has been applied for the green lumber members. / 8)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)5,2,7,4. / 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. . ,(0 OL OREGON ryo 194/ L. GAL EXPIRES: 06/30/2021 September 17,2019 , mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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' 7 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,D5849 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665662 22395 J31 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:58:53 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-vaSUYaryVEU?zFmnRh6aMw75v78xzyWrfUYog6ydl eG -1-0-0 1-6-10 2-5-8 5-1-0 8-0-0 11-11-11 1-0-0 1 1-6-10 10-10-14 2-7-8 2-11-0 1 3-11-11 1 6 Scale=1:30.4 I0'- 5 5.00 12 4 11 16 15 0 u 1.5x4 Q T/ ro 3 m 4 u �� 4 14 2 bin. l IIIIIIIIMOIM 1 � I3 =; 9 87 4x12 % 3x4 II 3x4 2-5-8 I 2-5-8 Plate Offsets(X,Y)-- [2:0-4-0,0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.08 2-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.27 2-8 >306 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.04 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-9:2X6 DF SS G WEBS 2X4 DF Std G REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-4-8,5=0-1-8. (Ib)- Max Horz 2=173(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,2,8,4,5 Max Gray All reactions 250 lb or less at joint(s)6,4,5 except 2=460(LC 21),8=318(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-429/0 BOT CHORD 2-8=-98/380 WEBS 3-8=-447/116 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 aG n t� 3)Unbalanced snow loads have been considered for this design. ```� PRufit s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs , �' non-concurrent with other live loads. Cj !,,,GINE-k- /O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,S? v 7 ?i 6)*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 mak/ 9< will Fd between the bottom chord and any other members. 78 ::P 7)A plate rating reduction of 20%has been applied for the green lumber members. / 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,8,4,5. CO 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 'G OREGON , N. O0 ' BER A1`��,- l. GP EXPIRES:06/30/2021 September 17,2019 1 r Nut 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665663 22395 J32 Jack-Partial 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 S Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:54 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-NnOslwraGXcsbPL_?Odpv8gGfWUDiPo?u8HLCYyd1 eF -1-0-0I 1-6-10 2-5-8 5-1-0 8-0-0 I 13-11-11 1-0-0 1-6-10 10-10-14 2-7-8 2-11-0 5-11-11 7 Scale=1:36.0 Ii 6 :r 5.00 12 17 5 r 4 16 r- , 1.5x4 C I °D a/ md ,n 3 N 4.1s00004‘ 15 2 _ I �! 1 aS • ►• 10 98 o 4x12 i 3x4 11 3x4 2-5-8 2-5-8 Plate Offsets(X,Y)-- [2:0-4-0,0-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.08 2-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.27 2-9 >306 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.04 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:41 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-10:2X6 DF SS G WEBS 2X4 DF Std G REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-4-8,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=201(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,2,9,4,5,6 Max Gray All reactions 250 lb or less at joint(s)7,4,5,6 except 2=458(LC 1),9=313(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-421/0 BOT CHORD 2-9=-97/372 WEBS 3-9=-437/114 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. a�p PR OFA 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 4 tS non-concurrent with other live loads. `Co NGINE ' - s/o 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �G 'T 2 6)*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 Q� 9< will fit between the bottom chord and any other members. 7878 ,e 7)A plate rating reductionrrof to20%rhas nne t applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,9,4,5,6. CO 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6. L. OREGON �O0 v0y�BER 1 p�`�4"- L. G A° IXPIRES: 06/30/2021 September 17,2019 t INV KaMEMMIMMIMMIY 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 1111 . 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 IV1aTek' 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665664 22395 LO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:56 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GciPsz6MaF-K98cActro9sagjVM6pfH_ZIeyKF1 AKtHMSmSHRyd1 eD -1-0-0 1 2-6-1 2-11-111 4-8-5 15-1-15 7-8-0 I 8-8-0 1-0-0 2-6-1 0-5-10 1-8-10 0-5-10 2-6-1 1-0-0 Scale=1:18.5 4x4 i 4x4 5.00 12 3 4 I ,_,IP: Alb. , II 15 0 5 �A li 2 n 6 d 1 ♦ 8 16 17 18 7 1.5x4 II 1.5x4 II 3x4 = 3x4 = 2-6-1 1 5-1-15 I 7-8-0 2-6-1 2-7-14 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 7-8 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.03 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=521/0-3-8,5=521/0-3-8 Max Holz 2=21(LC 14) Max Uplift 2=-73(LC 6),5=-73(LC 7) Max Gray 2=629(LC 29),5=629(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-831/98,3-4=-759/96,4-5=-831/98 BOT CHORD 2-8=-66/759,7-8=-66/759,5-7=-66/759 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. PR Dick- 7) 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 _1(��pS will fit between the bottom chord and any other members. Cj NGINEF /0 8)A plate rating reduction of 20%has been applied for the green lumber members. fit? G ?i9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. 10)Girder carries hip end with 3-0-0 end setback. 787 8P 11)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)66 lb down and 23 lb up at 5-1-15,and 66 lb down and 23 lb up at 2-6-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. CO 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OL OREGON oc) LOAD CASE(S) Standard v0 ,y1� BER O'At-- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 y Uniform Loads(plf) N G p�\ Vert:1-3=-74,3-4=-87,4-6=-74,9-12=-24(F=-4) Concentrated Loads(Ib) Vert:3=-56 4=-56 EXPIRES: 06/30/2021 September 17,2019 1 i pat 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 fabvcation,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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665665 22395 L02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:56 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-K98cActro9sagjVM6pfH_ZIfBKFxAKcHMSm SHRyd1 eD -1-0-0 3-10-0 7-2-0 1-0-0 3-10-0 3-4-0 Scale=1:15.2 4x4 = 3 14 13 5.00 12 15 12 4 2 • m m 0 0 1 1.5x4 II 3x4 = 3x4 = l 3-10-0 7-2-0 3-10-0 3-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 5-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 5-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 4=332/Mechanical,2=416/0-3-8 Max Horz 2=38(LC 14) Max Uplift 4=-27(LC 15),2=-53(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-462/117,3-4=-469/121 BOT CHORD 2-5=-70/383,4-5=-70/383 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-0,Exterior(2)3-10-0 to 7-0-3 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c�G n non-concurrent with other live loads. ``FO PRQ1t-A s 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <(, V 6)*This truss has been designed for a liveload of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �Gj �NAGI N4*R /0 will fit between the bottom chord and anyother members. T 7)A plate rating reduction of 20%has been applied for the green lumber members. � V 8)Refer to girder(s)for truss to truss connections. 787 P 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. CO GL OREGON nO� vQyNi•O SER ib`� c- L. GP EXPIRES: 06/30/2021 September 17,2019 t i 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665666 22395 L03 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:58:59 2019 Page 1 ID:UOUW5wbOZykyoW5_i7GgPsz6MaF-kkglpevj54E9hADxnxD_cBN BtXHgNhUk2Q?6umydl eA 3-4-0 6-8-0 I 3-4-0 3-4-0 4x4 = Scale=1:15.2 12 2 13 5.0012 14 1 IimiI 1 3 — r �J m a d o Ag 4 1.5x4 II 3x4 = 3x4 = 3-4-0I 6-8-0I I 3-4-0 3-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 4-10 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 4-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 " Code IBC2015/TP12014 Matrix-MP Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=313/Mechanical,3=313/Mechanical Max Horz 1=20(LC 14) Max Uplift 1=-27(LC 14),3=-27(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-417/111,2-3=-417/111 BOT CHORD 1-4=-60/335,3-4=-60/335 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 3-4-0,Exterior(2)3-4-0 to 6-6-3 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f1 nk 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 Gc),0 PR VitSs will fit between the bottom chord and any other members. ` 6)A plate rating reduction of 20%has been applied for the green lumber members. <5 !NGI NE ,-n, (() '" 7)Refer to girder(s)for truss to truss connections. 441 e 7 le 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 7 :P _co .y OREGON no") vQ F4ggER 1 t , A"-- �� L. GM-\\ EXPIRES: 06/30/2021 September 17,2019 • Alb Aar 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,not1111 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 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 22395 JT SMITH 2596C K6665667 22395 MO1 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:03 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-dV 3Ge?yE8lkbAoXiOnHwm 1 YtE8g_JUIJz2zK1 Xyd 1 e6 -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:9.5 NAILED 3 5.00 12 8ik 2 1111111" 14.1 1,1 9 NAILED 4 3x4 = 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud I PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=93/Mechanical,2=197/0-3-8,4=32/Mechanical Max Horz 2=39(LC 28) Max Uplift 3=-15(LC 10),2=-28(LC 6) Max Gray 3=94(LC 17),2=197(LC 17),4=57(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=2511;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. 7)A plate rating reduction of 20%has been applied for the green lumber members. n 8)Refer to girder(s)for truss to truss connections. ```.O PR QFF 9)Refer to girder(s)for truss to truss connections. s 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �J �*a Neil- s/� 11)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. V. ?i 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 7: e:PE LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7 Uniform Loads(plf) Vert:1-3=-74,4-5=-20 Concentrated Loads(Ib) 0L OREGON c Vert:3=-19(F)9=-6(F) voy BER i 6".Ac" 1. GP. EXPIRES:06/30/2021 September 17,2019 m Alab 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 MiTeke 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665668 22395 M02 MONO TRUSS 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:04 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-5idesLzsvcsRnx6vaVo9JF419Y?Z2xYTBiitZzyd 1 e5 -1-0-0 3-11-8 1-0-0 3-11-8 Scale=1:12.7 3 4 1.5x4 II 5.00 12 11 idlli 2 7 PAI IIA 01111 .. 6 3x4 = 1.5x4 115 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=256/0-5-8,6=190/Mechanical Max Holz 2=64(LC 13) Max Uplift 2=-39(LC 14),6=-29(LC 14) Max Gray 2=260(LC 21),6=206(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-8 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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 n will fit between the bottom chord and any other members. GV PROFF 7)A plate rating reduction of 20%has been applied for the green lumber members. �4 'N ss/ 8)Refer to girder(s)for truss to truss connections. CJ ! (3 F D 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. VN F� v9 7$78 P to L OREGON o00 4,1 SER b, �� 5 y4' �. GP- EXPIRES: 06/30/2021 September 17,2019 1 f 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 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/i 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 22395 JT SMITH 2596C K6665669 22395 M03 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:09 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-RfQXv21?k8Vkuj_sN2O K0lov2ZjgjCnCL_QeEByd 1 e0 -1-0-0 1-11-11 1-0-0 1-11-11 NAILED Scale=1:8.6 �f5.00 12 8 3 I �t 2 1 1 l 9 NAILED 4 3x4 = 2118 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=80/Mechanical,2=194/0-5-8,4=28/Mechanical Max Horz 2=39(LC 10) Max Uplift 3=-20(LC 10),2=-30(LC 6) Max Gray 3=81(LC 17),2=194(LC 17),4=43(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. ��0 PRO/- 9)Refer to girder(s)for truss to truss connections. �(, s 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ��J� , GI NFJCn s/1 11)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. •T ?i9 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 78 8: E LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Tr Vert:1-3=-74,4-5=-20 CO Concentrated Loads(Ib) (Di,,,,OREGON O(Zi Vert:3=-19(B)9=-6(B) 1✓ ry O MBER tiN L. GPO- EXPIRES:06/30/2021 September 17,2019 Nr 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665670 22395 M04 MONO TRUSS 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:11 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-02YHKk3FGmIS708FUTQo5jtFaNO7B6HVolvIJ3yd1 e_ -1-0-0 2-11-8 1-0-0 2-11-8 Scale=1:10.7 3 4 1.5x4 II 5.00 12 10 2 1:11 6 3x4 = 1.5x4 II 5 2-11-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=213/0-5-8,6=139/Mechanical Max Horz 2=49(LC 13) Max Uplift 2=-35(LC 14),6=-20(LC 14) Max Grav 2=214(LC 21),6=147(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-11-8 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C n will fit between the bottom chord and any other members. Ga`D% PROpt S N 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 tS 8)Refer to girder(s)for truss to truss connections. SCJ ! Gi NEF 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. Q 78 f L OREGON t,O voAMBER 1�, tiN L. GA‘-\\%1 EXPIRES:06/30/2021 September 17,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2016 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665671 22395 NO1 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 1613:59:15 2019 Page 1 ID:UOU WSwbQZykyoWS_i7GgPsz6MaF-Gpoo966lJ_FuceROj IVkFZ1 p7_dy7ss4jvtyRgyd 1 dw -11:00:002 1-0-0 2-5-8 3-6-5 7-5-11 8-6-8 11-0-0 12-0-0 1-0-0 I 2-5-8 I 1-0-13 I 3-11-6 I 1-0-13 I 2-5-8 I 1-0-0 Scale=1:21.9 5x12 =AIM.: 5x12 = 4 5 5.00 12 ', �` 3 20 21 6 :: _..0000111111111r4 0 Y 7 2 _ _ II 11 8x123-6=-5 22 10 23 Sx12 = 9 ` 8 Id ld _ � 1.5x4 I 3x4 — 1.5x4 I = 3x8 = 2 75 12 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 3x8 = 2-5-8 5-6-0I 8-6-8 I 11-0-0 2-5-8 3-0-8 3-0-8 2-5-8 Plate Offsets(X,Y)-- [2:0-1-11,0-0-7],[3:0-1-12,0-0-12],[4:0-6-1,0-1-5],[5:0-6-1,0-1-5],[6:0-1-12,0-0-12],[7:0-1-11,0-0-7],[9:0-6-4,Edge],[11:0-6-4,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.11 10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.24 9-10 >541 180 TCDL 7.0 Rep Stress Ina- NO WB 0.28 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MS Weight:50 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins,except BOT CHORD 2X4 DF No.1&Btr G 2-0-0 oc purlins(3-3-11 max.):4-5. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1148/0-5-8,7=1150/0-5-8 Max Horz 2=28(LC 14) Max Uplift 2=-135(LC 6),7=-135(LC 7) Max Gray 2=1290(LC 29),7=1292(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3876/380,3-4=-3623/363,4-5=-3175/328,5-6=-3631/363,6-7=-3885/381 BOT CHORD 2-11=-327/3552,10-11=-313/3025,9-10=-311/3028,7-9=-327/3560 WEBS 3-11=-36/515,4-11=-57/633,5-9=-48/639,6-9=-37/518 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. D nn r 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs R�� PRv�G' s non-concurrent with other live loads. G 5)Provide adequate drainage to prevent water ponding. is 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� !NGI NEL*, �O 7)*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? `i R y will fit between the bottom chord and any other members. 9 8)A plate rating reduction of 20%has been applied for the green lumber members. 7878:P 9)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=135,7=135. 10 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. iL OREGON 04 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)434 lb down and 58 lb up at �` 2 VO 3-8-1,and 434 lb down and 58 lb up at 7-3-15 on top chord. The design/selection of such connection device(s)is the O 4 8ER A°- 4- responsibility of others. •7A' 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'V 1..- GPX`_, LOAD CASE(S) Standard EXPIRES: 06/30/2021 September 17,2019 continued on Daae 2 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,notNI 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/MI 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665671 22395 N01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 5 Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:15 2019 Page 2 I D:UO U W5wbQZykyoW5_i7GgPsz6MaF-Gpoo9661J_FuceROj IVkFZ1 p7_dy7ss4jvtyRgydl dw LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-74,2-4=-74,4-5=-124(F=-50),5-7=-74,7-8=-74,11-14=-20,11-22=-20,22-23=-38(F=-18),9-23=-20,9-17=-20 Concentrated Loads(Ib) Vert:4=-434(F)5=-434(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 it 1 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?P11 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 22395 JT SMITH 2596C K6665672 22395 NO2 ROOF SPECIAL 3 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc. Mon Sep 16 13:4048 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-IdkE KXtVODvhKH2TyjExeyu756BTEZawpMKsoAyd08j -1-0-0 2-5-8 5-6-0 8-6-8 10-6-0 I 1-0-0 2-5-8 I 3-0-8 I 3-0-8 I 1-11-8 Scale=1:18.6 4x4 = 3 5.00 12 10 11 12 13 9 8 Aiiiiii0044 a, o 2 u I ° r Io lit F 1.5x4 II o 1 3x8 = 5x6 = 7 5 5x12 3x4 I I 3x4 I I 3x4 = 2-5-8 5-6-0 8-6-8 10-6-0 2-5-8 I 3-0-8 I 3-0-8 I 1-11-8 Plate Offsets(X,Y)— [2:1-1-6,0-2-14],[2:1-1-5,0-2-12],[2:Edge,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.10 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.04 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-S Weight:41 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-4:2X4 DF No.1&Btr G WEBS 2X4 DF Std G REACTIONS. (lb/size) 4=474/Mechanical,2=576/0-5-8 Max Horz 2=45(LC 18) Max Uplift 4=-41(LC 15),2=-70(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-919/120,8-9=-853/126,9-10=-839/128,3-10=-819/135,3-11=-829/142, 11-12=-848/134,12-13=-849/133,4-13=-921/132 BOT CHORD 2-7=-84/777,6-7=-77/772,5-6=-77/772,4-5=-84/775 WEBS 3-6=0/324 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1) 8-6-0 to 10-5-4 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 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp B;Partially Exp.;Ct=1.10 G n 3)Unbalanced snow loads have been considered for this design. ft1`O PR OF4- 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs C` G non-concurrent with other live loads. Cj NGI NFF /0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c R 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 44, 2T< will fit between the bottom chord and any other members. 7%7 P E 7)A plate rating reduction oritr of to20%rhas beenhnappliedofor the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 4 and 70 lb uplift at joint 2. / Cp 0 OREGON ryo� (t) FiliSER * "c"- tiN L. GO-\\ EXPIRES: 06/30/2021 September 17,2019 1 I imam 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665673 22395 NO3 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:20 2019 Page 1 I D:UOU W5wbQZykyoW5_i7GgPsz6MaF-dnbhDpAu8XtAiPK_Ws5vydlko?Pbo93gtBbj62yd 1 dr -1-0-0 5-6-0 10-6-0 1-0-0 5-6-0 5-0-0 Scale=1:20.0 4x6 = 3 5.00 12 14 15 16 17 13 12 4 2 1- z • 5 1.5x4 II 3x4 = 3x4 = 5-6-0 10-6-0 5-6-0 5-0-0 Plate Offsets(X,Y)-- [2:0-2-0,Edge],[4:0-0-0,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.04 5-11 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.09 5-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G WEDGE Right:2x4 SP No.3 REACTIONS. (lb/size) 4=490/Mechanical,2=571/0-5-8 Max Horz 2=48(LC 14) Max Uplift 4=-41(LC 15),2=-66(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-746/124,3-4=-753/134 BOT CHORD 2-5=-72/629,4-5=-72/629 NOTES- 1)Wind:ASCE 7-10;Vuft=l2Omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-0,Exterior(2)5-6-0 to 8-6-0, Interior(1)8-6-0 to 10-6-0 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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. a nn�'• 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs c.O PROF4-,S / non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CJ !w\GI NE 6)*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 ��? V`_ 4-7 �A_ will fit between the bottom chord and any other members. v� 7)A plate rating reduction of 20%has been applied for the green lumber members. 78 8; _ 8)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)4,2. CO OL OREGON 20� L. GAL EXPIRES: 06/30/2021 September 17,2019 1 t 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665674 22395 R2 Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc.Mon Sep 16 13:41:28 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GciPsz6MaF-7J9MjCMazWx0706917yJGOY_zEybchZp?bO_Csyd085 -1-5-0 5-5-11 1-5-0 5-5-11 Scale=1:13.4 4x6 C 3 3x6 ss 3.54 12 NAILED �r 17, 3x6 5NAILED 4 I IAI 3x8 = /1 2 ' m 1 11111111a..- 5-5-11 5-5-11 Plate Offsets(X,Y)-- [2:0-4-0,0-1-4],[3:0-3-0,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=179/0-2-2,2=349/0-7-6 Max Horz 2=67(LC 6) Max Uplift 3=-58(LC 10),2=-124(LC 6) Max Gray 3=209(LC 16),2=363(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. tcii rr 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 124 lb uplift at ,`�(,T` ,O OF`sS joint 2. �5 lNGtNEF �0 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �/ 9 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 787::P LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) * co Vert:1-3=-74 •L OREGON O� Concentrated Loads(Ib) vC(.A' *V Vert:5=-18(F) 0 MBERlk, - yN L. GAO" EXPIRES: 06/30/2021 September 17,2019 1 MUM 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wek.. 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 22395 JT SMITH 2596C K6665675 22395 R3 Corner Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc. Mon Sep 16 13:42:01 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-gfegeUlHCf6KaV8VkZ235LQd0XCJgckgbD WEsRyd07a -1-5-0I 4-2-3 I 5-4-5 I 1-5-0 4-2-3 1-2-2 NAILED Scale=1:13.0 7 4 4x6 \\ 3 'llNAILED 3.54 12 a 3x4 NAILED 11111 � 5 I/ 3x8 = // 2 0 1 6 7 1111111 , I 4-2-3 4�3-1 p 4-2-3 0-1-1 Plate Offsets(X,Y)-- [2:0-2-9.0-1-31,[3:0-2-14.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 TCDL 7.0 Rep Stress Ina' NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=283/0-4-9,3=226/0-2-2 Max Harz 2=69(LC 6) Max Uplift 2=-105(LC 6),3=-74(LC 10) Max Gray 2=288(LC 16),3=264(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. G2c O PROFc 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 2 and 74 lb uplift at '`4� `061 joint 3. 1 N / 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �� FiNG �s Q2 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. s -V 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 78 :!PE LOAD CASE(S) Standard / / 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) . I CO Vert:1-4-74 0 OREGON 00 Concentrated Loads(Ib) (1, Vert:6=-8(B) yvO Cs/8ER 1�. g°E. N L. GA\-\' EXPIRES:06/30/2021 September 17,2019 t I jot 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 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 BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665676 22395 R4 Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:25 2019 Page 1 ID:UO U W5wbQZykyoW5_i7GgPsz6MaF-zkOaGXD 1 z3WrpACxJPg4fgSYwO6gTQBZOTIUnFyd1 dm -1-5-0 3-5-0 5-5-0 7-8-9 I1-5-0 I 3-5-0 2-0-1 I 2-3-9 Scale=1:18.0 5, 3x6 II 3.54 12 4 I` 3x4 dto u 3 '•// 7 liriniiir FAw n ss ■ 2 ■ I i 1 ' ■ 1.5x4 = 6 I° 4x4 = to PIA 8 1.5x4 II 3x4 = 350I 5-5-0 3-5-0 2-0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.01 8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.01 8-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2X4 DF No.1&Btr G*Except* except end verticals. 3-8:2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 4=433/0-2-2,2=189/0-7-6 Max Horz 2=83(LC 9) Max Uplift 4=-91(LC 10),2=-58(LC 8) Max Gray 4=517(LC 17),2=189(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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 n will fit between the bottom chord and any other members. (AO PRQ - 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 tS 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �CoN . ..\-4G+NFLCt�s/0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. ,V'r ' �i9 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 78 C•P 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard / 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 f OCO Uniform Loads(plf) OL OREGON O Vert:1-2=-74,4-5=-74 V �C`,1� Trapezoidal Loads(plf) Q 'r/BER i�'` � Vert:9=0(F=10,B=10)-to-8=-79(F=-29,B=-29),7=-79(F=-29,B=-29)-to-6=-127(F=-54,B=-54) 4/4/ �` C. GAk- EXPlRES: 06/30/2021 September 17,2019 r 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 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 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 22395 JT SMITH 2596C K6665677 22395 R5 Corner Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc.Mon Sep 16 13:43:07 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-kMdnV3YhfwQzVeBAbQEXnG9ga8kltS3NmUVjAdyd06Y -1-5-0 8-5-1 I 11-4-12 I 14-2-11 14-9-12 17-0- 10 I 19-10-9 20101-6 1-5-0 8-5-1 2-11-10 2-9-15 6 7-1 2-2-14 2-9-15 0413 Scale=1:39.9 3.54 FIT NAILED 9 10 - NAILED NAI8LED -f I Io 3x4 G 01111111.11111111.15 NAILED 5 6 13 C� 7 2 'r Special 4 0 NAILED 5x6 \\ 3 3x8 % o • NAILED NAILED ts, NAILED 3x8 12 rIG 3x8 � 2 ' � 3x8 = 11 yj 1 I 8-5-1 8-W2 8-5-1 04-11 Plate Offsets(X,Y)— [2:0-2-12,0-1-4],[3:0-2-12,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.14 2-3 >703 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.25 2-3 >397 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:42 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6,3=0-4-4. (Ib)- Max Horz 2=213(LC 6) Max Uplift All uplift 100 lb or less at joint(s)4,6,7,8,9 except 2=-111(LC 6),3=-179(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,6,7,9 except 2=498(LC 1),3=559(LC 1),8=273(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6,7,8,9. aED PROF 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6,7,8,9 except „`�[� �ss (jt=lb)2=111,3=179. � 6 n / 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7,8,9. �� GNC' 6.k. ,/, '''* 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �/ y1 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)174 lb down and 75 lb up at 78 %:PE 8-5-6hotoD chord. The design/selectionon,loads of such connection truss r is the responsibility of back s.( 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard /� Cp 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 0 OREGON O0 Uniform Loads(plf) �� R,, v Vert:1-10=-74 O 4 ER 1Dr, ,k Concentrated Loads(Ib) A' \�'J Vert:5=-23(F)3=-115(F)4=-19(F)8=-21(F)9=-57(F)11=-45(F)12=-57(F=-46,B=-10) �'y L. GAO` EXPIRES:06/30/2021 September 17,2019 mit 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 iYliTek` 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,058-89 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 22395 JT SMITH 2596C K6665678 22395 R6 Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:31 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaFoulrWaloYvGcX5g5fgnUvxidrR66t_nRPPIp?vydl dg -1-5-0 3-4-4I 7-1-8 11-2-4 1�-9-0 14-2-11 I 17-0-10 I 19-10-9 0-8-7 1-5-0 3-4-4 3-9-4 4-0-12 0-6-11 2-5-11 2-9-15 2-9-15 b-9-15 3.54 ,2 8 9 Scale=1:41.4 354 % IY 7 6 5 tib 3x12 = 17 Ili 4 -i w 1.5x4 II �- lo.,1 d ,� 3 a a 16 2 — dr�/ 11 ,0 Io 12 6x6 = 3x6 II 3x12 = 4x6 = 3x4 = 5x6 = 3-4-4 7-1-8 11-2-4 3-4-4 3-9-4 I 4-0-12 Plate Offsets(X,Y)-- [2:1-7-1,0-2-12],[2:1-7-1,0-2-10],[2:0-1-8,0-0-4],[4:0-8-8,Edge],[11:0-3-0,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.08 11-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.18 11-13 >727 180 TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(CT) -0.03 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:70 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-10:2X4 DF No.1&Btr G REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6,4=0-6-6. (Ib)- Max Horz 2=228(LC 9) Max Uplift All uplift 100 lb or less at joint(s)5,7,8 except 2=-106(LC 6),4=-172(LC 10) Max Gray All reactions 250 lb or less at joint(s)except 2=611(LC 1),4=1076(LC 17),5=313(LC 17),7=292(LC 17),8=270(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1434/132,3-4=-1435/127,4-10=-65/409 BOT CHORD 2-11=-169/1378 WEBS 3-11=-102/291,4-11=-233/1660 NOTES- 1)Wind:ASCE 7-10;Vubt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 aC (1 3)Unbalanced snow loads have been considered for this design. ```p PROP s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs C(, 1J non-concurrent with other live loads. C?� NGI NE F9 /O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 6)*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 �� 9V will fit between the bottom chord and any other members. 78 PE 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,7,8. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7,8 except (jt=1b)2=106,4=172. CO 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,7,8. OL OREGONO� 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 2 -LN. t/0 �C,1 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 18ER 14' `f" LOAD CASE(S) Standard L. GAO" 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pbf) Vert:1-16=-74,4-9=-74 EXPIRES:06/30/2021 September 17,2019 Continued on Dace 2 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,not14111 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665678 22395 R6 Diagonal Hip Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:31 2019 Page 2 ID:UOUW5wbQZykyoW5_i7GgPsz6MaFoulrWaloYvGcX5g5fgnUvxidrR66t_nRPPIp?vydl dg LOAD CASE(S) Standard Trapezoidal Loads(plf) Vert:2=-7(F=6,B=6)-to-10=-263(F=-121,B=-121) t 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665679 22395 R8 Corner Rafter 2 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc. Mon Sep 16 13:44:15 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-kRkUmJN Leq_Jf5N FaiSUXczTpYxgECvOP3zJZgyd05U -1-5-0 5-7-2 8-0-8 1-5-0 I 5-7-2 I 2-5-6 Scale=1:17.9 NAILED 4 NAILED >I 4x6 \\ 3.54 12 3 3x6 ' 1v v NLED i' NAILEDAI6 Ila 3x6A 5 r 3x8 = ' so2 1 Will I 5-7-2 51-1.3 5-7-2 0- 1 Plate Offsets(X,Y)- [2:0-3-14.0-1-5],[3:0-2-14.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.01 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=310/0-7-6,3=450/0-2-2 Max Horz 2=94(LC 6) Max Uplift 2=-102(LC 6),3=-150(LC 10) Max Gray 2=313(LC 16),3=497(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp 8;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. G4"0 PR Op 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C '` Str N 2=102,3=150. CJ GINF 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. C� Ye 5 �2 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. �f "57 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q ??/:.&coLOAD CASES) Sandard 1)Dead+Snow(baalanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74 O Concentrated Loads(Ib) v ,;,OREGON (155 \ Vert:4=-13(F)3=-29(F)5=-19(F) 0 MBER -0" .�- tiN L. GPO EXPIRES:06/30/2021 September 17,2019 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2016 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/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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665680 22395 R9 Corner Rafter 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc.Mon Sep 16 13:44:52 2019 Page 1 ID:UOU WSwbQZykyoWS_i7GgPsz6MaF-9ZUTXygYxBe3bniMFzc9XP?p4TaKPx3rvKRnL1 yd04v -1-5-0I 6-10-10 7-I1,2 9-11-1 I 12-6-14 I 16-1-5 I 18-11-4 I 20-8-7 1-5-0 6-10-10 0-2-7 2-9-15 2-7-13 3-6-7 2-9-15 1-9-4 Scale=1:41.6 3.54 12 9 8 v v 3x6 7 :' o 6 y 5 ill, 0 NAILED NAILED 4 . NAILED 4x6 \\ 12 3x6 30000 rI �' NAILED 3x6 11 NAILED ir1�� 3.6 p -'' 3x8 = 10 1 2 d sing 6-10-10 6-10-10 Plate Offsets(X,Y)— [2:0-3-11,0-1-6],[3:0-3-0,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.06 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.10 2-3 >837 180 TCDL 7.0 Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:41 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6,5=0-6-6. (Ib)- Max Horz 2=218(LC 6) Max Uplift All uplift 100 lb or less at joint(s)2,4,5,7,8 except 3=-130(LC 10) Max Gray All reactions 250 lb or less at joint(s)4 except 2=418(LC 1),3=383(LC 1),5=294(LC 16),7=290(LC 16), 8=423(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 0 PROF 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,7,8. ,<(G'FL Fv's 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4,5,7,8 except \CJ NGIN,EF /� (jt=1b)3=130. C. /L 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. ,_`‘,/ 9�, 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 7877:P 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 CO Uniform Loads(plf) C)/„...j, OREGON fO Concentrated Loads(Ib) `✓O �'1BER 1 b'"_, Veil:10=-27(B)11=-47(F=-10,B=-37) Ni L. C�A‘- � EXPIRES: 06/30/2021 September 17,2019 1 I lil 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 L 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665681 22395 R10 Ratter 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 8.240 s Apr 6 2019 MiTek Industries,Inc. Mon Sep 16 13:45:25 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-hvzyTFDF9KoO3rkihPiuMNsU9mg2dtEhVyxl Odyd040 -1-5-0 4-0-11 1-5-0 4-0-11 4x6 \\ Scale=1:10.5 3 NAILED 11 354 5 NAILED 3.54 12 1 4 r.1 3x8 = 2 0 k44 0 1 4-0-11 4-0-11 Plate Offsets(X,Y)- [2:0-4-12,Edge],[3:0-3-0.0-0-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 2-3 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 2-3 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/0-2-2,2=298/0-7-6 Max Horz 2=54(LC 6) Max Uplift 3=-38(LC 10),2=-117(LC 6) Max Gray 3=133(LC 16),2=307(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)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. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. PROFr 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) `t?`Q `srs' 2=117. CJ ‘AGI 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. N 11)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. ti 9 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 78788PE: LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 2 Cp Concentrated Loads(Ib) QVert:1-3=-74 OREGON �O� Vert:5=-9(F) 06,41 fSER L. G PL"\-1 EXPIRES: 06/30/2021 September 17,2019 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 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?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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665682 22395 SO1 Jack-Open 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:35 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-hg?MMxLlc8m2?izsuVsQ3nsMb2bApzD1 K1j08gydldc -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:8.6 3 8 5.00 12 a, 2 / m a 1 kg 4 3x4 = 2-0-0 I 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:7 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=51/Mechanical,2=185/0-3-8,4=23/Mechanical Max Horz 2=39(LC 14) Max Uplift 3=-17(LC 14),2=-33(LC 10) Max Gray 3=52(LC 21),2=186(LC 21),4=32(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;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=30.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. t1C O PRp 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. .' •' F��s 7: ::pE r OL OREGON ,o) v0 cci�SER V)" yN L. GP-' EXPIRES:06/30/2021 September 17,2019 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 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 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 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665683 22395 S02 Jack-Open 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:37 2019 Page 1 I D:UOU W5wbQZykyoW5_i7GgPsz6MaF-d276ndNZ811 m F07FOwuu9Cyg3sEpHsjKnKC7CZyd1 da -1-0-0 2-0-0 3-11-11 1-0-0 2-0-0 1-11-11 Scale=1:12.9 3 5.00 112 9 N u7 �- GD ri 2 11 1 8 14 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=103/Mechanical,2=216/0-5-8,4=84/Mechanical Max Horz 2=65(LC 14) Max Uplift 3=-41(LC 14),2=-32(LC 14),4=-18(LC 14) Max Gray 3=115(LC 21),2=219(LC 21),4=89(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 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)TOLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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 fd between the bottom chord and any other members. o 7)A plate rating reduction of 20%has been applied for the green lumber members. ac D PRQp - 8)Refer to girder(s)for truss to truss connections. is 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. ��� �NGI N>EFR s/ � 787::P ar 10 IlL OREGON f,C) y�eER1p _, "c" L.. GAL EXPIRES: 06/30/2021 September 17,2019 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 r�/r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 VI 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 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 22395 JT SMITH 2596C K6665684 22395 S03 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:39 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-ZREtCJOpgMHUUKHd7LwMEd1 zUft91m DdEehEH Ryd1 dY -1-0-0 2-0-0 5-11-11 1-0-0 l 2-0-0 3-11-11 Scale=1:17.3 3 >1 lit 5.00 12 10 U) 9 N 8 2 �t ►t 3x8 = 4 20-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.33 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code 1BC2015/TP12014 Matrix-MP Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical,2=209/0-5-8,4=186/Mechanical Max Horz 2=93(LC 14) Max Uplift 3=-64(LC 14),2=-21(LC 10),4=-60(LC 14) Max Gray 3=186(LC 21),2=209(LC 1),4=202(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live toad of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. o 7)A plate rating reduction of 20%has been applied for the green lumber members. �V PROFF 8)Refer to girder(s)for truss to truss connections. is 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. `J� NEF s'2 7878 E O OREGON 204 `'111/Ii ER L. GPA-\\-4 EXPIRES: 06/30/2021 September 17,2019 r 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 / '"ry 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,D58-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 22395 JT SMITH 2596C K6665685 22395 SO4 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:40 2019 Page 1 ID:UOUW5wbQZykyoW5_i7GgPsz6MaF-1 doFPfPRRgPL6Usgh3SbmgaC K3ILUDSmTIRnpuydl dX -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:8.6 3 8 5.00 12 2 , o 4 3x4 = 1-11-11 1-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:7 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=50/Mechanical,2=185/0-5-8,4=23/Mechanical Max Horz 2=39(LC 14) Max Uplift 3=-17(LC 14),2=-33(LC 10) Max Gray 3=52(LC 21),2=185(LC 21),4=32(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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.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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. Q`GQ PR Op k-, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. <<(, LcSs ‘AGI NEF7R 7878 PE OL OREGON eO) v�y�SER �`4s,,E� L. GAL EXPIRES: 06/30/2021 September 17,2019 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 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 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 22395 JT SMITH 2596C K6665686 22395 S05 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:41 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-VpMdd?Q3C_XCjdROFmzgJ26MUTaODgiviyAKMKyd1 dW -1-0-0 2-5-8 3-11-11 1-0-0 2-5-8 1-6-3 Scale=1:12.8 4 12 3x4 II 3 21134-d--4- 500 7 '/ 1.5x4 I 3x4 = 2-5-8 3-11-11 2-5-8 1-6-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.01 6 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.02 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MR Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2X4 DF Std G REACTIONS. (lb/size) 4=96/Mechanical,2=267/0-5-8,5=79/Mechanical Max Horz 2=65(LC 14) Max Uplift 4=-28(LC 14),2=-36(LC 14),5=-5(LC 14) Max Gray 4=106(LC 21),2=271(LC 21),5=82(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-3-1,Interior(1)2-3-1 to 3-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)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. ,ike PR OFA' 7)A plate rating reduction of 20%has been applied for the green lumber members CS 8)Refer to girder(s)for truss to truss connections. GJ .,`GINE s/ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. LSIv`_ `'7" Ov9 •-‘-• 7878 E 2 (o OL OREGON 204 11Y4/ BER A bl�4-- L. GP6- EXPIRES:06/30/2021 September 17,2019 r t 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 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/7P11 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 22395 JT SMITH 2596C K6665687 22395 S06 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Mon Sep 16 13:59:42 2019 Page 1 ID:UOU W5wbQZykyoW5_i7GgPsz6MaF-z0w?gLRhyHf2Ln0CpTU3sFfVGtn9y7y3xcwuumydl dV -1-0-0 2-5-8 5-11-11 1-0-0 2-5-8 3-6-3 Scale=1:16.8 4 I) 5.00 112 12 7x6 = V • 3 0 11 no IIME1111111J2ft— 1 . 5 Id 7 111 ,/ 3x4 II 3x4 = 2-5-8I 5-11-11 2-5-8 3-6-3 Plate Offsets(X,Y)-- [3:0-1-12,0-0-12],[3:0-2-0,0-5-3],[6:0-0-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.06 5-6 >999 180 TCDL 70 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MR Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7:2X4 DF Std G,5-6:2X6 DF SS G REACTIONS. (lb/size) 4=134/Mechanical,2=358/0-5-8,5=137/Mechanical Max Horz 2=93(LC 14) Max Uplift 4=-49(LC 14),2=-41(LC 14),5=-3(LC 14) Max Gray 4=160(LC 21),2=369(LC 21),5=147(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-505/71 BOT CHORD 2-7=-153/446 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-3-1,Interior(1)2-3-1 to 5-10-15 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=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. uc O PROs- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tSs 6)*This truss has been designed for a live oad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide j �cNGuNEF9 SQA will fit between the bottom chord and an other members. 7 -Y9 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 787::P 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,5. OL OREGON v0 FMSER Aar, 4- yNL. GN EXPIRES: 06/30/2021 September 17,2019 4 t 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 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION s •• 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I /4 Center plate on joint unless x,y I Ip y offsets are indicated. (Drawings not to scale) Damage or Personal Injury raMDimensions are in ft-in-sixteenths. 114k 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 0-1/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I dAild bracing should be considered. ! 1161111:114_ou 111111MApr �� :1) 3. s ackr eat eed the design loading shown and never stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building c7-s c6-7 cs-s I— designer,erection supervisor,property owner and For 4 x 2 orientation,locate 9 P P P Y plates 0- 1f from outside BOTTOM CHORDS at 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. connector plates. THE LEFT. 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 �ij� IPIndicated 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. =� reaction section indicates joint lirMIIII WI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. —_,h 18.Use of green or treated lumber may pose unacceptable 11.-=i4.11 environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ix snot sufficient. BCSI: Building Component Safety Information, 1I /hI ile I 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSITTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015