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Plans (62) B MST2016-00450 8725 SW Spruce B MST2016-00451 8729 SW Spruce B MST2016-00452 8737 SW Spruce B MST2016-00453 8741 SW Spruce B MST2016-00454 8747 SW Spruce MiTek0 MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 18831-B_HPTH 18831-B 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: K2625919 thru K2625937 My license renewal date for the state of Oregon is December 31,2017. c PR©SFS � NGI NEFR �'/0 `r' 89200PE yr OREGON eco <0A 11 14,2© F4 SFR R 11-k-v P ��s .'_'.. November 30,2016 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. OFFICE C& 40 0 0 Tress Submittals:12/01116 RECEIVED \ DmgrcyGTwdg1lCtar 2.Outl ws Al-GE Al j IEC 6 2016 Al i j 41f OF TIGARD ,� II I 1 : r DING DIVISION iimIlliiiii A� I' ic:E ��,1 ,I .. 11A3 Al-PW 11 150 Of Drag l®drp Al-PW Al Al 1 III �I I1 mi , A� li iNt `8'Lill _ L. jm A� 1 I si A7 jai � Al U 1; A3 144110ra°Loading I I Al PA, I •:I MFR..Loading Al PW Al ii Al hi AZ Z IT i4,,I I I Ai U I... A ,I m®m Wm A, -m—I Ili Al 150 pH Drag laeiag 1 .,,. i:... I Aad W 1500111rag Load p Al-PW I I 11 Al I Al �I I�I ,11 1 AZ Imm ' IIIIIIIII al Al 150 glDng loa1rg Al-PW I I 15g Fa dao lowing Al-PW I. Al Al III Ii l l I Illk At — IIMEI it Il. A2 I Ill! N IL1PI- A A2, I/ Al m m \ Drop Top crone 5 lm for 9iaUabM.n A3 GE Rich Duncan Construction Pacific Lumber&Truss Hall Pointe Townhomes 10515 SW Allen Blvd. Building Type "B" Beaverton, OR 97005 8735 SW Spruce Street (503) 858-9663 Tigard, OR 97233 Drawn By: KT Job# 18831- B Job Truss Truss Type Qty Ply 18831-B K2625919 18831-B_HPTH Al SCISSOR 15 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:18 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-Lu6Mz7KTu BjBBCBUQZITA1005fHEW?Crkg KiQwyDzLp 0-9 6-10-5 I 13-5-3 I 20-0-0 26-6-13 I 33-1-11 I 40-0-0 -0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 Scale=1:73.9 5x6 = 5.00 12 6 Ej 3x4% 18 19 3x4 3x8 ------ 4013x" 5 17 7 3x8 4 8 5x8 �� f 5x8 1. � 7 �9 13 w' 20 5x6 II 16.. - Vii. 8x12 M18SHS= ,'' 5x610 IIsr q 1 ,. � 14 12 v cii 4 5x8 M18SHS= ► 12 2 50 l 5x8 M18SHS= _ 15 11 5x8 M18SHS= 5x8 M18SHS= I 10-1-12 20-0-0 29-10-4 I 40-0-0 I 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X.Y)-- [3:0-2-4.0-2-0],[9:0-2-4.0-2-0].[11:0-3-12.0-2-8].[12:0-4-0,0-3-0].[13:0-6-0,0-3-9].[14:0-4-0,0-3-0],j15:0-3-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.49 12-13 >962 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -1.11 12-13 >428 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.67 11 n/a n/a BCLL 0.0 * BCDL 7.0 Code IBC2012/TP12007 (Matrix-S) Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-15,9-11 6-13,3-15,9-11:2x4 DF No.1&Btr,2-15,10-11:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1748/0-5-8,11=1659/0-5-8 Max Horz 15=145(LC 13) Max Upliftl5=-114(LC 14),11=-82(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-772/84,3-16=-665/111,3-4=-4627/377,4-5=-4518/394,5-17=-3734/314, 17-18=-3721/325,6-18=-3640/344,6-19=-3640/356,7-19=-3734/337,7-8=-4533/412, 8-9=-4642/385,9-20=-574/112,10-20=-682/96,2-15=-620/166,10-11=-480/113 BOT CHORD 14-15=-359/4235,13-14=-303/4218,12-13=-284/4220,11-12=-382/4266 WEBS 6-13=-141/2367,7-13=-1003/168,7-12=0/327,5-13=-975/165,5-14=0/321, 3-15=-4007/321,9-11=-4130/357 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 zone; to P R OFts cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; V Lumber DOL=1.60 plate grip DOL=1.60 '� s 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t; - t. NES) /iii' 3)Unbalanced snow loads have been considered for this design. G4,f ' 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 25.0 psf on overhangs d 89200P E �< non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 4111P/ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,.... e-----. 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 Iv a' fit between the bottom chord and any other members. -p' OREGON 8)Bearing at joint(s)15,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Gam. ' , ��tX A capacity of bearing surface. 1� 2 ti . 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)15 and 11.This connection is for uplift /�� - R' only and does not consider lateral forces. R R I t 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''Y."gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 t I -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIFIPII 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 18831-B K2625920 18831-B_HPTH Al-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:20 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-HHE6OpLkPozvQVLsXzKxFSUsPS76_4D8B_poVoyDzLn 1-0- 70-0-0 I 40-0-0 411-0-9WHEIJRWLAT BOTTOM CHORD GABLE Tlieltg SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCIS2S614 TYPE TRUSS(ES), 1-0-D A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:74.0 GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELA' ✓ETO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 18 19 20 21 17 i.3 14 16 22 13 69 15 - - 23 5x6 24 70 5x6 12 25 11 26 9 ‘tit28 5.00 12 8 - B S - 29 3x6 II 7 - - 30 3x6 II 3x4 6 31 3x4 568 32 3 3 3635 2 cr R 50 d 0 00 0 0 0 5 0 55 4, 0 & 00 0 0 0 0 0 0 0 0 0 h,0001 P , v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v V V V v v V V v v,v v v u 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3x4 I I 5x6 = 3x4 I I I 40-0-0 40-0-0 Plate Offsets(X.Y)-- [3:0-5-4,0-0-8],[12:0-3-0,0-3-4],[26:0-3-0,0-3-4],[35:0-5-4,0-0-8],[52:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 37 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:294 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 19-52,18-53,20-51 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 67=138(LC 13) Max Uplift All uplift 100 lb or less at joint(s)67,37,54,55,56,57,58,59,60, 61,62,63,64,65,66,50,49,48,47,46,45,44,43,42,41,40,39,38 Max Gray All reactions 250 lb or less at joint(s)67,37,52,53,54,55,56,57, 58,59,60,61,62,63,64,65,66,51,50,49,48,47,46,45,44,43,42, 41,40,39,38 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-90/265,18-19=-95/277,19-20=-95/271,20-21=-90/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 3-0-0,Exterior(2)3-0-0 to 20-0-0,Corner(3)20-0-0 to 24-0-0 zone; O) PR OFe-, cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; el Lumber DOL=1.60 plate grip DOL=1.60 c0' ‘AGI NEw- 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry S ', Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. -7 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 £ 89200 P E 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. -q OREGON , Q 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). L. N � - 9)Gable studs spaced at 1-4-0 oc. M Y 1+ ,- �tS 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will RR i fit between the bottom chord and any other members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)67,37,54,55,56,57,58,59,60,61 ,62,63,64,65,66,50,49,48,47,46,45,44,43,42,41,40,39,and 38.This connection is for uplift only and does not consider lateral EXPI RES: 12/31/2017 forces Continued b•n page 2 November 30,2016 I mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iiek" 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 Truss Truss Type QtyPly YP 18831-B K2625920 18831-B_HPTH Al-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:20 2016 Page 2 ID:e2e1Siw7wtc8KbQTBzaASVywpED-HHE6OpLkPozvQVLsXzKxFSUsPS76_4D8B_poVoyDzLn NOTES- 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Tel(' 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 18831-B K2625921 18831-B_HPTH A1-PW GABLE 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:23 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-hswFOrOcijLTHz3RD6ues56l eg3EBNHauy2S67yDzLk I 20-0-0 I 40-0-0 11-0-6 20-0-0 20-0-0 1-0-0 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:70.7 GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINEI ELAT(`L/E TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 5.00 12 11 10 - = 14 3x6 46 9 15 3x6 8 16 717 6 �� `•'4, 18 19 • q 5- E E 20 3 21 5x8 2 = 47 22 5x8 1 23 24 c o 4 n1�= e _ a ..-mfin I9 �A A AA A AA A A A A A A AA AAA A A A AA AA A AA A�' A AA A A A A AA AA A AA A A AA A A AA A AA A - - AA 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x6 I I 5x6= 5x6 = 5x6=4x6 I I I 40-0-0 I 40-0-0 Plate Offsets(X.Y)-- [26:0-2-4,0-3-0].[35:0-3-0,0-3-0].[44:0-2-4,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.01 23-24 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) 0.01 23-24 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 35 n/a n/a BCLL 0.0 BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight:246 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. 1-45,23-25:2x6 DF 1800F 2.1E WEBS 1 Row at midpt 12-35,11-36,13-34 OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 45=-143(LC 40) Max Uplift All uplift 100 lb or less at joint(s)36,37,38,39,40,41,42,43,34, 33,32,31,30,29,28,27 except 45=-2615(LC 40),25=-2573(LC 45), 44=-1396(LC 45),26=-1398(LC 44) Max Gray All reactions 250 lb or less at joint(s)35,37,38,39,40,41,42,43, 34,33,32,31,30,29,28,27 except 45=2671(LC 43),25=2645(LC 40), 36=253(LC 19),44=1476(LC 40),26=1449(LC 43) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3326/3298,2-3=-2989/2990,3-4=-2689/2662,4-5=-2356/2331,5-6=-2023/2001, 6-7=-1691/1689,7-8=-1445/1516,8-46=-1359/1397,9-46=-1052/1112,9-10=-1029/1103, 10-11=-716/822,11-12=-402/548,12-13=-404/557,13-14=-717/853,14-15=-1031/1144, , 15-16=-1344/1436,16-17=-1430/1462,17-18=-1658/1728,18-19=-1971/2021, �' PROF 19-20=-2300/2312,20-21=-2634/2607,21-47=-2792/2758,22-47=-2953/2936, ( S 22-23=-3298/3258,1-45=-2615/2580,23-25=-2590/2583 ' G[NE cS' 5 j BOT CHORD 44-45=-256/266,43-44=-2740/2811,42-43=-2410/2511,41-42=-2140/2211, °9 40-41=-1840/1911,39-40=-1540/1611,38-39=-1240/1311,37-38=-940/1011, <t,I ' 36-37=-640/711,35-36=-340/411,34-35=-342/412,33-34=-642/712,32-33=-942/1012, 89200PE �( 31-32=-1242/1312,30-31=-1542/1612,29-30=-1842/1912,28-29=-2142/2212, 27-28=-2412/2512,26-27=-2742/2812 WEBS 23-26=-3092/3147,1-44=-3193/3222 /e` NOTES- -y OREGON 4/ 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; G� 4' uI* Exp B;enclosed;MWFRS(directional)and C-C Corner(3)0-2-12 to 4-0-0,Exterior(2)4-0-0 to 20-0-0,Corner(3)20-0-0 to 24-0-0 zone; 0 1 4�J v4 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; - e. Lumber DOL=1.60 plate grip DOL=1.60 MFR R t Lt' 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:Unbalanced ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EXPIRES: 12/31/2017 Contiage loads have been considered for this design. November 30,2016 I I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 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/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 18831-B K2625921 18831-B_HPTH A1-PW GABLE 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:24 2016 Page 2 ID:e2e1Siw7wtc8KbQTBzaASVywpED-92TdEBOET1TKv7edmpPtPIeTO3PTwgXj6cnOeZyDzLj NOTES- 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 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 20.0psf 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. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)45=2615,25=2573. 13)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)36,37,38,39,40,41,42,43,34,33,32,31,30,29,28,and 27.This connection is for uplift only and does not consider lateral forces. 14)Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)44.This connection is for uplift only and does not consider lateral forces. 15)Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)26.This connection is for uplift only and does not consider lateral forces. 16)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 drag loads along bottom chord from 0-0-0 to 40-0-0 for 150.0 plf. 17)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 18831-B K2625922 18831-B_HPTH A2 SCISSORS 19 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:25 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-dE1?RXPsELbBWHDgKXw6yWBadTgtfAHtLGXZAOyDzLi I 6-10-5 I 13-5-3 20-0-0 I26-6-13 I33-1-11 I40-0-0 I 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 Scale=1:73.7 5x6 = 5.00 12 5 Ll 3x4 % 17 18 3x4 3x8 4 16 619 3x8 3 7 5x8 �� ���x8 • 21:44,14, 8 15 12 k.'1111111111111111111114 ,.....................476 '" 20 / ! 41,<- 4A 5x6 I 6x6 to 8x12 M18SHS= 1 g o �� 13 4 I 5x8 M18SHS= 5x8 M18SHS= ="` _* 2.50 12 10 14 5x8 M18SHS= 5x8 M18SHS --,--- I I 10-1-12 I 20-0-0 I29-10-4 1 40-0-0 I 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X.Y)-- [2:0-2-4,0-2-0].[8:0-2-4,0-2-0],[10:0-3-12.0-2-8],[11:0-4-0.0-3-0].[12:0-6-0,0-3-9].[13:0-4-0,0-3-0],[14:0-3-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.50 11-12 >958 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -1.11 12-13 >426 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.68 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:185 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 2-14,8-10 5-12,2-14,8-10:2x4 DF No.1&Btr,1-14,9-10:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1661/0-5-8,10=1661/Mechanical Max Horz 14=138(LC 13) Max Upliftl4=-83(LC 14),10=-83(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-678/94,2-15=-570/110,2-3=-4647/378,3-4=-4538/395,4-16=-3740/314, 16-17=-3726/326,5-17=-3647/344,5-18=-3647/356,18-19=-3726/337,6-19=-3740/325, 6-7=-4538/412,7-8=-4647/385,8-20=-570/112,9-20=-678/96,1-14=-478/112, 9-10=-478/113 BOT CHORD 13-14=-362/4270,12-13=-302/4225,11-12=-285/4225,10-11=-382/4270 WEBS 5-12=-141/2370,6-12=-977/167,6-11=0/327,4-12=-977/165,4-13=0/327, 2-14=-4134/351,8-10=-4134/357 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-2-12,Interior(1)4-2-12 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 -f& GINE P R OI ES zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; GJ• NGI NE ./ Lumber DOL=1.60 plate grip DOL=1.60 (,� t,. ,0. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 (4,i -57 3)Unbalanced snow loads have been considered for this design. :9200.PE 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 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)Refer to girder(s)for truss to truss connections. -y OREGON 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity L,, �� �� - of bearing surface. 0 14,• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10. 4, 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14.This connection is for uplift only R1;110-• and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 'A 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-B K2625923 18831-B_HPTH A3 SCISSORS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:26 2016 Page 1 I D:e2e1 Siw7wtc8KbOTBzaASVywpED-6RbOftQV?ej28Go0uERLUjjI Kt0EOdB0awG7iSyDzLh p 0-q 6-10-5 13-5-3 20-0-0 26-6-13 33-1-11 40-0-0 6-10-5 4�1-041-0-911-0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 -0- Scale=1:73.3 5x6 = 5.00 1712- 6 OA 3x4 % 18 19 3x4 3x8 5 7 3x8 4 5x8 3 9 v 14 17 20 5x6 5x6 . 8x12 M18SHS= \ R 10 11 o- 1�%a 15 13 \ I 12 4 s 5x8 M18SHS= `= T 5x8 M18SHS= _ 2.50 12 12 16 4x12 = 4x12 = I 10-1-12 I20-0-0 I29-10-4 I40-0-0 I 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X.Y)-- [3:0-3-0,0-2-0].[9:0-3-0.0-2-0].[12:0-5-0.0-1-12].[13:0-4-0.0-3-0].[14:0-6-0.0-3-9].[15:0-4-0,0-3-0].[16:0-5-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.49 14-15 >969 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -1.10 14-15 >430 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.67 12 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-S) Weight:188 lb FT=20% _BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-16,9-12 6-14,3-16,9-12:2x4 DF No.1&Btr,2-16,10-12:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1747/0-5-8,12=1747/0-5-8 Max Horz 16=145(LC 13) Max Uplift16=-113(LC 14),12=-113(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-777/83,3-17=-670/110,3-4=-4622/352,4-5=-4513/368,5-18=-3728/295, 6-18=-3634/314,6-19=-3634/326,7-19=-3728/299,7-8=-4513/371,8-9=-4622/355, 9-20=-670/111,10-20=-777/84,2-16=-623/166,10-12=-623/167 BOT CHORD 15-16=-314/4231,14-15=-252/4213,13-14=-228/4213,12-13=-307/4231 WEBS 6-14=-119/2364,7-14=-1001/169,7-13=0/322,5-14=-1001/168,5-15=0/322, 3-16=-4003/300,9-12=-4003/307 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 zone; crj PR 0'e 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 �Gj' GS NE€ `S/O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �c 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 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 89200P E 1" ••'r non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. j �* 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ® CC fit between the bottom chord and any other members. "y A OREGON A. 8)Bearing at joint(s)16,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 4 . 41 capacity of bearing surface. �!}yr 1�, v.' 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 12.This connection is for uplift 47 F? - �- 'R, only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 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 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply 18831-B K2625924 18831-B_HPTH A3-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:28 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-2pj84YSIXGzmOkyP?fUpZ8pERhs_shCJ1 EIDnLyDzLf 11-0-0 20-0-0 I 40-0-0 4p1-0-0 1-0-0 - 20-0-0 20-0-0 1-0-0 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), Scale=1:74.0 A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 5x6 = 18 19 20 21 17 114 16 22 15 23 70 - - - 5x6%12 13 24 71 5x6 11 25 26 10 27 3x6 I I m 5.00 12 8 - b - 29 3x6 7 -• - 30 3x4 3x4 569 6 - 31 35 32 34 2 . i 736 37 I ,,,,,,,,,,,, ,,,, v,.!„vz v,.,v,"v,v,.,\/". 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x4 II 5x6 = 3x4 II I 40-0-0 I 40-0-0 Plate Offsets(X.Y)-- [3:0-5-4,0-0-8].[12:0-3-0,0-3-4],[26:0-3-0,0-3-4],[35:0-5-4,0-0-8],[53:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 36 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 37 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 38 n/a n/a BCLL 0.0 BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:296 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 19-53,18-54,20-52 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 68=-139(LC 12) Max Uplift All uplift 100 lb or less at joint(s)68,38,55,56,57,58,59,60,61, 62,63,64,65,66,67,51,50,49,48,47,46,45,44,43,42,41,40,39 Max Gray All reactions 250 lb or less at joint(s)68,38,53,54,55,56,57,58, 59,60,61,62,63,64,65,66,67,52,51,50,49,48,47,46,45,44,43, 42,41,40,39 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-90/271,18-19=-95/282,19-20=-95/277,20-21=-90/262 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 3-0-0,Exterior(2)3-0-0 to 20-0-0,Corner(3)20-0-0 to 24-0-0 zone; iik�D PR dF 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 as GIN E 1s/ 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry c - �N` R Q Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 :9200 P E �� 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 11.4 ''' ' 6)All plates are 1.5x4 MT20 unless otherwise indicated. 00 Cr 7)Gable requires continuous bottom chord bearing. A_OREGON 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �L. "� .� 9)Gable studs spaced at 1-4-0 oc. ) 4}' 14,2 v. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c 11)*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 �`R R--I I-N' fit between the bottom chord and any other members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)68,38,55,56,57,58,59,60,61,62 ,63,64,65,66,67,51,50,49,48,47,46,45,44,43,42,41,40,and 39.This connection is for uplift only and does not consider lateral EXPIRES: 12/31/2017 forces. Continuedonpage 2 November 30,2016 t I IINIMMI 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 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 18831-B K2625924 18831-B_HPTH A3-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:29 2016 Page 2 ID:e2e1Siw7wtc8KbQTBzaASVywpED-W?HWHuSNIZ5d?uXbZM?26MLPA4BDb8SSGtVnJnyDzLe NOTES- 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-B K2625925 18831-B_HPTH B1 COMMON 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:29 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-W?HWHuSNIZ5d?uXbZM?26MLJD49cb9kSGtVnJnyDzLe 1-1-0-0 1 5-6-4 I 11-0-8 112-0-8 1 1-0-0 5-6-4 5-6-4 1-0-0 4x4 = Scale=1:41.2 3 10.00 12 11 10 12 oli 9 • 4x6'2 4x6 ' 4 2 ietalmammummummummomr, tea , 5 i 7 MI 8 8 1.5x4 I I 4x8= 1.5x4 II I 5-6-4 I11-0-8 I 5-6-4 5-6-4 Plate Offsets(X.Y)-- [2:0-2-14.0-2-01.f4:0-2-14.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.03 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=532/0-5-8,6=532/0-5-8 Max Horz 8=131(LC 11) Max Uplift8=-51(LC 12),6=-51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-426/64,9-10=-320/68,3-10=-298/91,3-11=-298/91,11-12=-320/68,4-12=-426/64, 2-8=-497/123,4-6=-497/123 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-4,Exterior(2)5-6-4 to 8-6-4 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs iitkVi) P R oPt non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ca NGI NEC-R s/0 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 •C‘;'` ' - /. • fit between the bottom chord and any other members. "7:__ 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 6.This connection is for uplift t 89200P E c- only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this __.:41Pdee:. rr C3 OREGON�� �/ .v 'q' 14,20 P$ SEe. RRIt- - EXPIRES: 12/31/2017 November 30,2016 •t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with 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 IVFTek' 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 18831-B K2625926 18831-B_HPTH BGE GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:30 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-_CruUET?3tDUd25n74WHfZua?UXJKcNcVXEKrDyDzLd I-1-0-0 I 5-6-4 11-0-8 112-0-8 1 1-0-0 5-6-4 5-6-4 1-0-0 4x4 = Scale=1:38.6 6 5 7 10.00 12 i 13 I 4 8 • 3i A 9 Y 2 10 � ,60 1 II 9 w di 9 II 1�1 11 II II 11 11 11 11 Y h l 20 19 18 17 16 15 14 13 12 I 11-0-8 I 11-0-8 LOADING(ps>) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 10 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 11 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 12 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-0-8. (Ib)- Max Horz 20=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s)20,12,17,18,19,15,14,13 Max Gray All reactions 250 lb or less at joint(s)20,12,16,17,18,19,15,14, 13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-6-4,Corner(3)5-6-4 to 8-6-4 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 c0 P R VF _- C3 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs '� non-concurrent with other live loads. !tJG I NEF Z� 5)All plates are 1.5x4 MT20 unless otherwise indicated. � `i R 6)Gable requires continuous bottom chord bearing. hz,, " 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). �' :9200 P E 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / - 10)*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. 419 CC 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)20,12,17,18,19,15,14,and 13. "," OREGON 4/This connection is for uplift only and does not consider lateral forces. L. 43A - 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� '' 1 4,2"V� • FRRIL EXPIRES: 12/31/2017 November 30,2016 4 4 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M.1ek" 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-B K2625927 18831-B_HPTH BK1 SPECIAL 62 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:30 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-_CruUET?3tDUd25n74WHfZubXUXmKdvcVXEKrDyDzLd 1-10-8 I 1 1-10-8 4 2 3x4 = -© Scale:1.5"=1' 7 6 5 1.5x4 II 3x4 1-10-8 1-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) 0.00 3 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 Vert(TL) 0.00 3 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 7 n/a n/a BCLL BCDL 7:0 0 * Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=98/1-10-8,1=-19/1-10-8,6=75/1-10-8 Max Horz 1=-20(LC 8) Max Uplift7=-25(LC 9),1=-19(LC 1),6=-13(LC 8) Max Gray 7=98(LC 1),1=6(LC 8),6=75(LC 1) 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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. �� P R Q� . 7)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7,1,and 6.This connection is for uplift only and does not consider lateral forces. GIN / 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '\- ' EF9 01 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 317 :9200PE 41111, !2 , OREGONNt q y 14,20 ��, RRI� -Q' EXPIRES: 12/31/2017 November 30,2016 t 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 18831-B K2625928 18831-B_HPTH BK2 SPECIAL 20 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:31 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-SOOHiaUdgBLLFCgzhn1 WBnRmDut_3441jB_uOfyDzLc I 1-10-8 1-10-8 1 Scale=1:10.2 2 3x4= 3 4 6 5 1.5x4 H 3x4 = 1-10-8 I 1-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 7.0 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-31(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,1,4,5 Max Gray All reactions 250 lb or less at joint(s)6,1,4,5 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=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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. • , PR d F es 7)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6,1,4,and 5.This connection is for uplift only and does not consider lateral forces. N 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - E 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -9 89200PE t-' var. - Cr IP, A OREGON 4/ 4 14,2 � P$ 41'FR R I O- EXPIRES: 12/31/2017 November 30,2016 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,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-B K2625929 18831-B_HPTH CGE GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:31 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-SOOHiaUdgBLLFCgzhn1 WBnRIVutr34gljB_uOfyDzLc I -1-0-0 1 3-2-12 6-5-8 1 7-5-8 I 1-0-0 3-2-12 3-2-12 1-0-0 4x4= Scale=1:30.2 5 10.00 12 4 6 7 3 2 ` 8 o 'I I, 9 eic. 14 13 12 11 10 3x6= 3x6= 1 6-5-8 I 6-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 8 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 9 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:42 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-5-8. (Ib)- Max Horz 14=-97(LC 10) Max Uplift All uplift 100 lb or less at joint(s)14,10,13,11 Max Gray All reactions 250 lb or less at joint(s)14,10,12,13,11 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 1-10-12,Exterior(2)1-10-12 to 3-2-12,Corner(3)3-2-12 to 6-3-12 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)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ����© PRO fi s non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. ��c. NG)NE , 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). <bi -� 8)Gable studs spaced at 1-4-0 oc. :9200PE v-- 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. // 10)*This truss has been designed for a ive 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 anyother members. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14,10,13,and 11.This connection ! tr is for uplift only and does not consider lateral forces. -17- OREGON /41 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4- 41<0 1 +fit A. 14,2 A",- MRR10- EXPIRES: 12/31/2017 November 30,2016 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Nag 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 18831-B K2625930 18831-B_HPTH VO1 GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:32 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-wayfvwVFbUTCsLFAEVYIk_zujIBFoWBvyrjRw6yDzLb 5-5-8 10-11-0 5-5-8 5-5-8 4x6 = Scale=1:30.8 2 AN r 3x4 4 3x4 1.5x4 II 10-11-0 I 10-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 BCDL 7,0 * Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1=238/10-11-0,3=238/10-11-0,4=373/10-11-0 Max Horz 1=-76(LC 10) Max Upliftl=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-253/48 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-4-13 to 3-4-13,Interior(1)3-4-13 to 5-5-8,Exterior(2)5-5-8 to 8-5-8 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift `( - R ��.rs only and does not consider lateral forces. �NGI NEF , 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200PE -5!„. 4/P -L OREGON� tel( - 43 74,2 MFR R i 0- EXPIRES: 12/31/2017 November 30,2016 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 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-B K2625931 18831-B_HPTH V02 GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:32 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-wayfvwVFbUTCsLFAEVYlk_zupICOoXjvyrjRw6yDzLb 4-5-8 8-11-0 4-5-8 4-5-8 4x4 = Scale=1:26.3 2 Ad110.00 6I1 12 9 113 1 r m r 3x4 <2 1.5x44Ii 3x4 O 8-11-0 � 8-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 BCDL 7,0 * Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=208/8-11-0,3=208/8-11-0,4=265/8-11-0 Max Horz 1=61(LC 11) Max Upliftl=-28(LC 12),3=-28(LC 12) 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-4-13 to 3-4-13,Interior(1)3-4-13 to 4-5-8,Exterior(2)4-5-8 to 7-5-8 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=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift • P R QFE only and does not consider lateral forces. SS 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i J tJGI NEL-_ �' 89200PE t rikAPPA11111.11 - ,A OREGON1)4 4/'�a gY14,% 5' �,- MFRR1L EXPIRES: 12/31/2017 November 30,2016 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-B K2625932 18831-B_HPTH V03 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:33 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-OnW17GVuMoc3UVgMoC3_GCW5DiZgX_G2BVT_SYyDzLa 3-5-8 6-11-0 3-5-8 3-5-8 4x4 = Scale=1:21.3 2 10.00 12 r1 1 AL 4 3x4•i 1.5x4 3x4 6-11-0 I 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCLL BCDL 07.0 * Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=157/6-11-0,3=157/6-11-0,4=200/6-11-0 Max Horz 1=46(LC 11) Max Upliftl=-21(LC 12),3=-21(LC 12) 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=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. o PROFA 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `cod ::: ER t)/0-�PE r 41,11.111,4111111114p".7 OREGON 1.0 1.074, E P$ -MFR R EXPIRES: 12/31/2017 November 30,2016 mom t ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE '4 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 18831-B K2625933 18831-B_HPTH VO4 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:33 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-OnW17GVuMoc3UVgMoC3_GCW6LiZFX_S2BVT_SYyDzLa 2-5-8 I 4-11-0 I 2-5-8 2-5-8 2 4x4= Scale=1:13.3 iiii 10.001:12 r1 •. 3 1 11A11114'llr II 4 3x4 ' 1.5x4 I I 3x4 I 4-11-0 I 4-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCLL BCDL 7:0 0 * Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=106/4-11-0,3=106/4-11-0,4=134/4-11-0 Max Horz 1=-31(LC 10) Max Upliftl=-14(LC 12),3=-14(LC 12) 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=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. •�. © PR op 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • kc 89200PE 411P ,.. -e.----. le-7G V OREGONN) #‘4 Cr 1, 4 :o ‘,. 9Y 14,2 ty SFR R 11-x-e' EXPIRES: 12/31/2017 November 30,2016 t mem 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MeV 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 18831-B K2625934 18831-B_HPTH V05 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:34 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-tz4PKcVWV66kw6fPYMwaDpP3Hj5vQGR?BP9CY_yDzLZ 1-5-8 � 2-11-0 � 1-5-8 1-5-8 3x4 = Scale=1:9.1 2 10.00 i12 3 • 1 3x4 3x4 I 2-11-0 2-11-0 Plate Offsets(X.Y)-- [2:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight 8 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=89/2-11-0,3=89/2-11-0 Max Horz 1=-16(LC 10) Max Upliftl=-4(LC 12),3=-4(LC 12) 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=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift PR OFe� only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. \G -�G 89200PE �< . 1411P-415; OREGON�� /.014 2.0 } RRIO- EXPIRES: 12131/2017 November 30,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-B K2625935 18831-B_HPTH V06 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:34 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-tz4PKcVWV66kw6fPYMwaDpP3GL5vCGRaBP9CY_yDzLZ 3-2-0 I 6-4-0 3-2-0 3-2-0 4x4= Scale=1:19.6 2 10.00 12 ALI 3 4 3x4 3x4 1.5x4 I I O 6-4-0 I 6-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=142/6-4-0,3=142/6-4-0,4=180/6-4-0 Max Horz 1=42(LC 11) Max Upliftl=-19(LC 12),3=-19(LC 12) 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ����q P R oFfi�s eco• �NGI NEFh' �D 89200PE• c.144 ' ' e� % O" • ON 1, 4/ 14,'2 �4 SFR R 11-\-6 EXPIRES: 12/31/2017 November 30,2016 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 Hug 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 18831-B K2625936 18831-B_HPTH V07 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:34 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-tz4PKcW W66kw6fPYMwaDpP3HK5vaG RIBP9CY_yDzLZ 2-2-0 4-4-0 2-2-0 2-2-0 4x4 = Scale:1"=1' 2 10.00 12III • 3 1 AlIlk Nr A.A.AA. A A AL AA A Ai 4 3x4 2 1.5x4 II 3x4 4-4-0 4-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=91/4-4-0,3=91/4-4-0,4=115/4-4-0 Max Horz 1=-26(LC 10) Max Upliftl=-12(LC 12),3=-12(LC 12) 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. crPROPE-- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. zcrC�cy� �N(,INF'';i? ti. 89200PE 41" yL , OREGON �l, qy 14,253\14- 4 • MFR R 11-x- EXPIRES: 12/31/2017 November 30,2016 mum t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply 18831-B K2625937 18831-B_HPTH V08 VALLEY 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:35 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-L9enYxX8tPsmjp_wd6SMdbSZVEs?uFLepy5XRyDzLY 1-2-0 I2-4-0 I 1-2-0 1-2-0 3x4 = Scale=1:7.8 2 10.00 12 " uijoo:\\.. A VAIAii 0 1 1 AllIVAIN 3x4 3x4 I 2-4-0 I 2-4-0 Plate Offsets(X.Y)-- [2:0-2-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL BCDL 07.0 * Code IBC2012/TPI2007 (Matrix) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=64/2-4-0,3=64/2-4-0 Max Horz 1=11(LC 11) Max Upliftl=-3(LC 12),3=-3(LC 12) 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=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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. �°y 6)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift '�I�a PR Vpt. only and does not consider lateral forces. c� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��C �N('I NE—• /0� :9200PE �v' �=,//� AP - A OREGON 4/ �� •M -42 FP R I O- EXPIRES: 12/31/2017 November 30,2016 •t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTekl0 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 Fre k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/q. Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury �"M'= Dimensions are in ft-in-sixteenths. 111616,. 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 bracingmust be designed byan engineer.For �I 9 9 U' 16 4 wide truss spacing,individual lateral braces themselves ,,, iLlip,a10,,, may require bracing,or alternative Tor I pbracing should be considered. AIMIUME ■_ 3. Never exceed the design loading shown and never 0 d stack materials on inadequately braced trusses. I- p 4. Provide copies of this truss design to the building c7-e C6-7 c5-6 For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0 ',�'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. 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 , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING 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. ■=10 reaction section indicates joint limWia number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI project engineer before use.18.Use of green or treated lumber may pose unacceptable 10=',41 environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent SafetyInformation, M' 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 k_