Loading...
Plans (82) 111141' 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 MiTek® 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. � p PR Q p6,61 ��5 4.4#'3 89200PEcc OREGON �4, /O ME q y '14,2°e?Q4 P 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 COP 40-0-0 / Fuss Submittals 1201116 RECEIVE® \ .... ..., .. DrnpTop Owe 3 l?'kw 20 Drmow.:s Al-GE ........ Al .---/ :. J E C 6 2016 Al IllCflY OF TIGARD A2 DING DIVISION A2 R .a ssJ A2 m o3 n w Al U-C A3 150 pMGrag Lagena Al PW iso Of Drag Ana Al-PW Al Al A2 I 1 1 A2 'I >I A2 I o M1�6 > To oT3 m w I r > Al A3 1514013rap Wading / Al Pw 153 elf Drag Laadinp Al PW Al Al j A2 9I > a P-2 AZ '3I Wy A U iIP ' - AL >1m m w j m AZ R 1 1 Al ISO SD.a Leming g Al.!Isle tsa pXDrag saag ss,'-----.-/ � Al-PW Al AlIt I 1 AZ HUSK AL O 03 03 0 HUM de AZ AZU Al l5o Of Drag loading AlPW tso e0 dap Loads. Al PW - Al Al _ 16u. -1- iAi -_._i- c , 3 3 AZ > zs m co m Is./96 BK2 w U U AZ Al et Drop lop Chard J 1Rfor 94 oWeoF.rs A3GE 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 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-Lu6Mz7KTuBjBBCBUQZITA1005fHEW?CrkgKiQwyDzLp 0-0 6-10-5 13-5-3 20-0-0 26-6-13 33-1-11 40-0-0 1-0-0 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 3x4% 18 19 3x4 3x8 % 5 17 7 3x8 s•� c: 5x8 �x8 • � 20 5x6 16„� �' .� 5x6 cr �a 8x12 M18SHS= '.e 10 q 1 �... 14 12 "`- vr Is' 4 5x8 M18SHS= 5x8 M18SHS= =* 2.50 12 = 11 15 5x8 M18SHS= 5x8 M18SHS= 10-1-12 20-0-0 I 29-10-4 I40-0-0 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].[15:0-3-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 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 * Code IBC2012/TPI2007a BCDL 7.0 (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 OF 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=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;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; �Q PR 0re� 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=1.60NE cS> 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 (,3` - ' "5) • 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 ifif 89200P E II non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 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 - as fit between the bottom chord and any other members. -7 OREGON 4/ 8)Bearing at joint(s)15,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,• �LJ,� 0\t, - capacity of bearing surface. �' 14 2. , v�, 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 /1r - R) only and does not consider lateral forces. c RRIO- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 4 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 'H 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 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 -0 20-0-0 40-0-0 4 -O-Q WHE LAT BOTTOM CHORD GABLE Tfi1lgg SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSf31 TYPE TRUSS(ES), 1-0-o 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 " 14 1622 13 69 15 23 5x6%12 - - 24 70 25 5x6 11 - 26 9 10 � - _ ,,, 27 28 5.00 12 8 - E E - 29 3x6 II 7 - - 30 3x6 II 3x4% 568 6 - 31 3x4 3 32 2 e 3 3635 q f7PI 1 ' Mit' 6 ti * g * -* 8 8 * * * 0 8 fl * * V * 8 5 0 {I 0 ti I4 v v WV v v v v v v v v v v v v v Y 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 Y 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 II 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) 1/defl L/d 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 BCDL 7,0 Code IBC20121TP12007 (Matrix) Weight:294 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 19-52,18-53,20-51 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; Eo PROF 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 �c ' NGI NES en'--,/,j� 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 t- v. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ig 89200PE 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. ! Cr` 7)Gable requires continuous bottom chord bearing. 17• OREGON to 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. ��' 1 SCP 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ay - Q) 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 '�/FR R I`-t 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 EXPIRES' 12/3112017 Contfn°uedsbn page 2 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 '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 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 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 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 K2625921 18831-B_HPTH Al-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 3013:18:23 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-hswForOcijLTHz3RD6ues56Ieg3EBNHauy2S67yDzLk I 20-0-0 I 40-0-0 11-0-0 20-0-0 20-0-0 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), 1 d 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 OBTAINERZELATiVE TO ThiE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 5x8% 5.00 12 11 =-� to 14 3x6 46 9 - - 15 3x6 86 16 7 17 5 B18 19 4 20 3 = 21 • 47 2 1 22 5x8 23 24 19 19 , A X X X A X X X X X X X X X XX. X X X X X X•X X X X X X - X R X X X X X X X J,, X X X X X X 2C X X X X X X X X X A 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x6 I 15x6= 5x6 = 5x6=4x6 II I 40-0-0 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] TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.01 23-24 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(TL) 0.01 23-24 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 35 n/a n/a 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=-1359/1397,946=-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, ``O PR OF 22-23=-3298/3258,1 451-2615/2580,23-25=-2590/258334/2607, 8,22-47=-2953/2936, <' G ,. BOT CHORD 44-45=-256/266,43-44=-2740/2811,42-43=-2410/2511,41-42=-2140/2211, CO\� VNGI NEF� �O, 36-37 640/711,35-36=-340/411,34-35=-342/412,33-34=-642/712,32-33=-942/1012, Et 89200PE Iiii 1 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 (/ ) • . NOTES- 7 OREGON)C__J 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; L, 41�Y � ` �� 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; 1 q. `z � ' cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 41 Qy Lumber DOL=1.60 plate grip DOL=1.60 R A L 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 EXPIRES: 12/31/2017 C46nUnbalanceddage loads have been considered for this design. November 30,2016 I I 11111111M WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �4 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-92TdEBOET1 TKv7edmpPtPIeTO3PTwgXj6cnOeZyDzlj 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)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. 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 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 13-5-3 20-0-0 I 26-6-13 33-1-11 I 40-0-0 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 fa 3x4% 17 18 3x4 3x8 19 4 16 6 3x8 3 7 t 5x8�� ��1x8 2 8 15 '.°41111111111114111111402 i - 12 �v' 20 5x6 ,•/ a 8x12 M18SHS= ►' ,� 5x6 1 _,-0.------15 " 9 d /„ 13 11 �' io 4 5x8 M18SHS= 14 =� 2.50 12 5x8 M18SHS= 10 14 5x8 M18SHS -,---- 5x8 M18SHS= I 10-1-12 20-0-0 29-10-4 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/defl L/d 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 * BCDL 7.0 Code IBC2012/TP12007 (Matrix-S) Weight 185 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 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 Harz 14=138(LC 13) Max Uplift14=-83(LC 14),10=-83(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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; COz� P R OF 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 ''(<' +.n 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 \5 's-' NEER �O, 3)Unbalanced snow loads have been considered for this design. ill :9200PE 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. <410",.... . . 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. letr 7)Refer to girder(s)for truss to truss connections. -9 OREGON 1 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 4 �t` A of bearing surface. /Q 'Q)'' 1 4 Zd • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10. /y ,k)..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 RL- R 1 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 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Ill-- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,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 i 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 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-6RbOftQV?ej28QoOuERLUj1IKtOEOdBOawG7iSyDzLh -0-�-0-q 6-10-5 I 13-5-3 20-0-0 I 26-6-13 i 33-1-11 40-0-0 41-0-0 -0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 1-0-0 Scale=1:73.3 5x6 — 5.00 12 6 n 3x4 18 19 3x4 3x8 5 7 3x8 4 g. ,,;, 8 5x 3 '��5x8 3 9 �� 14 17 20 5x6 11 5x6 �_� ��, 8x12 M18SHS= �� \�- 2 10 ,- 5x8 M18SHS= 5x8 M18SHS= �'� 4 2.50 12 12 16 4x12 =---- 4x12 4x12 I 10-1-12 I 20-0-0 29-10-4 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) I/deft L/d 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 BCDL 7,0 Code IBC2012/TPI2007 (Matrix-S) Weight:188 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 3-16,9-12 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; t.0 PR Opt. cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumb 0 plate grip 2)TCLL ASCE 7 10; Pf==25.0 psfD(flatOl.60 roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 •�' 'f;. [NE€ ��a 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 89200 P EMk non-concurrent with other live loads. 3. 5)Allh plates are plates unless or otherwise indicated. '`e4 III i 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 fit between the bottom chord and any other members. OREGON 8)Bearing at joint(s)16,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �e w�Y �� ��. capacity of bearing surface. 0' 14,2 vy± 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 MF - R' IL10)only and does not consider lateral forces. R RIO- 10) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 4 I -- AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '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 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 30 13:18:28 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-2pj84YSIXGzmOkyP?fUpZ8pERhs_shCJ1EIDnLyDzLf {I-0-9 20-0-0I 40-0-0 41-0_Q j-0-r} 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=1:74.0 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 RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 5x6 = 18 19 20 21 17 .C1 14 16 22 15 • 23 5x6 12 13 70 - 24 71 25 5x6 11 26 410 10 •• 27 28 5.00 12 8 29 E E _ 3x6 30 3x4 3x43x6 ; 569 6 - _ 31 35 7 32 1 2 34 7 36 ' 1 37 r9 • t File 4 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 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][53:0-3-0,0-3-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 36 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 37 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 38 n/a n/a BCDL 7,0 Code IBC2012/TPI2007 (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=l20mph(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; cr P R Q t 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 '� N I NE - s 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 \ -V,''' �0 Gable End Details. ,applicable, euakfied l alow,A-NaI/TPLL a -_ ____-` _ , 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 • :9200PE 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. li rr 7)Gable requires continuous bottom chord bearing. -q OREGON lo 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). L 4i ,�t% A - 9)Gable studs spaced at 1-4-0 oc. L. '/Y1 4,v, Z� �- 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. AA'I 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 FR R fit between the bottom chord and any other members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(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 Continuedsona e 2 P 9 November 30,2016 t 1 mum 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 budding 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 30 13:18:29 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. . _r t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not $ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type QtyPly18831-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 3013:18:29 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-W?HWHuSNIZ5d?uXbZM?26MLJD49cb9kSGtVnJnyDzLe 1-1-0-0 I 5-6-4 11-0-8 112-0-8 1-0-0 5-6-4 5-6-4 1-0-0 4x4= Scale=1:41.2 3 10.00 12 10 11 9 12 • 4x6�i 4x6 2 4 M� .w. ' 5 M Y Y 1 ►t 7 8 6 1.5x4 II 4x8 = 1.5x4 II 5-0-4 11-0-8 5-6-4 5-6-4 Plate Offsets(X.Y)-- [2:0-2-14.0-2-0].[4:0-2-14,0-2-0] 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 0.51 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 BCLL 0.0 BCDL 7.0 Code IBC2012/TP12007 (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.Opsf;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 '\(<' PR Ope - 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. �G ta�N ' - /, 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 _ _ 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 upliftSt 89200 P E 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. OREGON ,� A.,� gy '14 � ,k>, EXPIRES' EXPIRES' 12/31/2017 November 30,2016 1 AWARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 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 3013:18:30 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-_CruUET?3tDUd25n74WHfZua?UXJKcNcVXEKrDyDzLd 1-1-0-0 1 5-6-4 1 11-0-8 112-0-8 I 1-0-0 5-6-4 5-6-4 1-0-0 4x4 = Scale=1:38.6 6 5 7 10.00 12 IP III II 4 8 3 9 10 it Iii `21 2 Y Y Y Y 1111111111 11 - ii 20 19 18 17 16 15 14 13 12 11-0-8 I 11-0-8 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 0.12 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/TPI2007 (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 atjoint(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;Vult=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 Comer(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 gi PROF 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. J I N icf' 5)All plates are 1.5x4 MT20 unless otherwise indicated. �- v G E 'c 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Ell :9200P E r" 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. ® Cr 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. 7 OREGON This connection is for uplift only and does not consider lateral forces. ,*Ds & - L 4 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14 r �v ERR I0 EXPIRES: 12/31/2017 November 30,2016 / t -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not 'p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw 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 1(2625927 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:e2e1 Siw7wtc8KbQTBzaASVywpED-_CruUET?3tDUd25n74WHfZubXUXmKdvcVXEKrDyDzLd I 1-10-8 I 1 1-10-8 _ 2 3x4 = Scale:1.5"-1' 4 IlliiM ImErILII 0 4 IiIIIJ1 IMIIIIIWIM 7 6 5 1.5x4 II 3x4 I 1-10-8 I 1-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.02 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 lncr YES WB 0.01 Horz(TL) -0.00 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=20% BCDL 7.0 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 I 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 Grav7=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=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 PROFr r,,- 7)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)7,1,and 6.This connection is for �s C uplift only and does not consider lateral forces. G1 KI - 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. rim . i' 0 ______________ hil :9200PE i 4111 . 7 , OREGON lV '1).' 14,2.0\ Pte' MFRRIL 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 truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 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 3013:18:31 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-SOOHiaUdgBLLFCgzhn1 WBnRmDut_344ljB_uOfyDzLc 1-10-8 I 1-10-8 1 2 3x4= 3 Scale=1:10.2 4 ammimin 6 5 1.5x4 I I 3x4 = 1-10-8 I 1-10-8 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 0.03 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 Ina YES WB 0.01 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight 9 lb FT=20% BCDL 7.0 g 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=6.0psf;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 20.0psf 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. VD PROF 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. c ' NGj NEE � Ts� 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '. Cif 89200PE '110 -yG OREGON 4 k IX FRRit 1-' EXPIRES: 12/31/2017 November 30,2016 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 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 30 13:18:31 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-SOOHiaUdgBLLFCgzhnl WBnRIVutr34gljB_uOfyDzLc 1 -1-0-0 1 3-2-12 I 6-5-8 I 7-5-8 1 1-0-0 3-2-12 3-2-12 1-0-0 4x4= Scale=1:30.2 5 10.00 12 4 6 h 7 3 2 r 8 R �I I, 9 0 i II III k r r r ..... 14 13 12 11 10 3x6= 3x6= I 6-5-8 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 g 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.Opsf;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 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 0 PR Oj�� non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. co,' GINE S� 6)Gable requires continuous bottom chord bearing. \ �rN. , 8)Gable studs spaced at 1-4-0 oc. M :9200P E t-- 9) 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .4", .' 10)*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 ` 4� fit between the bottom chord and any other 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 y 0 tr is for uplift only and does not consider lateral forces. -yA OREGON � 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. L/Q"%qy. 14,•2.0)\14$.'.. FR R I O- EXPIRES: 12/31/2017 November 30,2016 1 I -- 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 �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 ANSI/TPII 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 K2625930 18831-B_HPTH V01 GABLE 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:32 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-wayfvwVFbUTCsLFAEVYIk_zujlBFoW8vyrjRw6yDzLb 5-5-8 � 10-11-0 � 5-5-8 5-5-8 4x6 = Scale=1:30.8 2 /\ Al I,. r Yr 3x4 '/ 4 3x4 1.5x4 H 10-11-0 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 * Code IBC2012/TP12007 (Matrix) Weight:38 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. (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.11; 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 20.0psf 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. cpP R()Fe. 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. c3I N 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .C" E�� 89200PE yG , OREGON 4,, MFR R IOC- 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 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 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 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-wayfvwVFbUTCsLFAEVYIk_zupl COoXjvyrjRw6yDzLb 4-5-8 8-11-0 4-5-8 4-5-8 4x4 = Scale=1:26.3 2 r1 10.00 12 6 7 5 8 3 1 At r r r 3x4 :% 1.5x4411 3x4 8-11-0 8-11-0 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 0.23 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 * Code IBC2012/TPI2007 (Matrix) Weight:31 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. (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 PR QF e, only and does not consider lateral forces. fi 7)"Semi-rigid pitchbreaks including heels'.Member end fixity model was used in the analysis and design of this truss �NG)NEMC- /0 89200PE 41,11111.111;1011r aid nettereey` OREGON /1/7 - RRI��-� EXPIRES: 12/31/2017 November 30,2016 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 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 I 3-5-8 3-5-8 4x4 = Scale=1:21.3 2 10.00 rn 1 4 3x4 3x4 / 1.5x4 II l 6-11-0 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 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 0.0 * Code IBC2012/TPI2007u BCDL 7.0 (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. (lb)-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)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. � P O�y F��+cS �� �NGINE�c9 /D;. 89200PE - OREGON 41 14, RR10- EXPIRES: 1.2/31/2017 November 30,2016 4 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 4-11-0 2-5-8 2-5-8 2 4x4 = Scale=1:13.3 10.00 iv 4 3x4/i 1.5x4 II 3x4\� 4-11-0 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 0.0 * Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=20% BCDL 7.0 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 Uplift1=-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=6.0psf;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. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,<C;C` P � � • GINEF9 89200PE - , OREGON �� �' 14, E v MFRRILL 0 EXPIRES: 12/31/2017 November 30,2016 4 I AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 3013:18:34 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-tz4PKcW W66kw6fPYMwaDpP3Hj5vQGR?BP9CY_yDzLZ 1-5-8 2-11-0 I 1-5-8 1-5-8 3x4 = Scale=1:9.1 2 10.00 12 in 3 rn N 1 AiL Ak AL AL AL AL 3x4 3x4 2-11-0 I 2-11-0 Plate Offsets(X,Y)-- [2:0-2-0,Edgej 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 0.01 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 BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=20% 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 P R OF ��, N 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 � GI NEER /� V; 8 • 9200PE -'114°16: �L OREGON�� AW <0 './}" 14 20 • MFR R ILS- EXPIRES: 12/31/2017 November 30,2016 -- WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Lp 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 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 3013:18:34 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-tz4PKcWW66kw6fPYMwaDpP3GL5vCGRaBP9CY_yDzLZ 3-2-0 6-4-0 3-2-0 3-2-0 4x4 = Scale=1:19.6 2 10.00 12 r1 A. N 3 4 3x4/i 1.5x4 3x4 6-0-0 I 6-4-0 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 0.10 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 IBC20121TP12007 (Matrix) Weight 21 lb FT=20% BCDL 7.0 g 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=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=6.0pst 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. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. P R� fi�r �5 �G\GI NE 111 89200PE• • • tz- -yam 4 0- -O•N `<, 17 9y 14,ZOO RR10-e' EXPIRES: 12/31/2017 November 30,2016 A t , -- 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 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 ID:e2e1Siw7wtc8KbQTBzaASVywpED-tz4PKct W66kw6fPYMwaDpP3HK5vaGRIBP9CY_yDzLZ 2-2-0 4-4-0 2-2-0 2-2-0 4x4 = Scale:1"=1' 2 10.00 12pg vr p• ' • �!i� 4 3x4 ii 1.5x4 I I 3x4 O 4-4-0 I 4-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 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 BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=20% BCDL 7.0 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.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. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss P O ��s �5 v(GINE ��, 89200PE < - , OREGON �lC -9y 1 it ri0 SFR R 11-x- EXPIRES: 12/31/2017 November 30,2016 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �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 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 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 30 13:18:35 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-L9enYxX8tPsmjp_lwd6SMdbSZVEs?uFLepy5XRyDzLY 1-2-0 2-4-0 I 1-2-0 1-2-0 3x4 = Scale=1:7.8 2 10.00 12 1 AA#All AAIIMIIWAkk 3x4 3x4 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) 1/deft Lid 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 0.0 BCDL 7,0 Code IBC2012/TP12007 (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 Uplift1=-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. 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 ��_o PR Opt, 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. GINE . a :920(10111117• 'tom - OREGON • - 14,2O� �$ E?RIL\- EXPIRES: 12/31/2017 November 30,2016 t , 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 i Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION s/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to F011ow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. I I Apply plates to both sides of truss . 1 23 1. Additional stabMity bracing for truss system,e.g. and fully embed teeth. diagonal or X- is always required. See BCSI. TOP CHORDS 0' 16 r 2. Truss bracing Ihust be designed by an engineer.For wide truss spa4ing,individual lateral braces themselves 1111111111PAA may require brrcing,or alternative Tor I p bracing should,be considered. t 111_AW O= 3. Never exceede design loading shown and never Ustack material on inadequately braced trusses. AMIll a O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 c6-7 cs-s designer,ere n supervisor,property owner and plates 0 'bidfrom outside BOTTOM CHORDS all other inter ed parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. a 6. Place plates ort each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embetl fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations areiregulated by ANSUTPI 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 otnerwi a noted,moisture content of lumber shall not exceeti 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a n -structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility otruss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for deet load deflection. the length parallel to slots. 11.Plate type,size orientation and location dimensions indicated are nimum plating requirements. LATERAL BRACING LOCATION 12.Lumber usedall be of the species and size,and in all respects, qual to or better than that ,,i IP 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 mi,St 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 14.Bottom chordstequire lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no calling is installed,unless otherwise noted. BEARING established by others. 15.Connections nQt shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or atter 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 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. i 18.Use ofgreen treated lumber may d pose unacceptable =� environmental,health or performance risks.Consult with project engined'before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all pons of this design(front,back,words Plate Connected Wood Truss Construction. and pictures) fore use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficien ke BCSI: BuildingComponent SafetyInformation, p 20.Design assum manufacture in accordance with Guide to Good Practice for Handling, i Q ANSI/TPI 1 Qtl lity Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 1