Loading...
Plans (452) 5 -r2Ot7 - 0058 1 c.1 N X/3 3 J f Vv A� 4v , MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 928g8800 9 I` ED Re: B1702525 Q C T 9 2017 Mission Homes CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton, OR. Pages or sheets covered by this seal: K3592296 thru K3592326 My license renewal date for the state of Oregon is December 31,2017. <90 PR°Fess co NGI NE&.9 4 ct 89200PE yr 1 OREGON c,44; x e Y142`)i -1- 4/ RIIA- e' August 23,2017 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. Job Truss 1Truss Type rOty -_ . ,Ply Mission Homes B1702525 A01 GABLE 1 I 1 K3592296. Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:27 2017 Page 1 i 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-OntE4fCTDoMjVWos6SEr2nGURHD19XyIBDKzEyykyKo 19214 15,3-0 18,0A ; - __ 25-02 1 332,0,0_ 33-10A -0' 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 1-10-8 4x8 -' Scale=1:80.2 5x8 5 r 6 6.0012 Q 7 Y ! �. 3x6 4 4x6 i 3x41 111 v 8 3 3x ' r 3x4 � 3x4 II .II - 9 - 1 14 3x4 1 2 'v 8x 8 n N.- 1-1 (1 rn � - I I 10 g - 4 O 15 5.00 h2 13 12 3x8 I: 5x8 4x6 l 92-14 18-0-4 25,0,2 I 32-0-0 I Plate Offsets WO-- [3:0-1-5,0-1-0],[5:0-4-0,0-0-/],4 5:0-4 0,0-0-�4[10:0-4-15,Ed 8-9-64- 3- 6-11-14 6-11-14 qe],j13:0-5-8,0 2-8�,(14:0 4 0,0-3-14a LOADING - SPACING- 2-0-0 CSI. TCLL (psf)25.0 DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow-25.0) Plate GripDOL 1.15 TC 0.63 Vert(LL) -0.22 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.74 13-14 >520 180 Rep Stress Incr YES WB 0.93 Horz(CT) 0.29 10 n/a n/a • BCLL 0.0 * Code IBC2015/TP12014Matrix BCDL 10.0 ( ) 1 Weight:331 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-13:2x4 DF No.1&Btr G 8-3-6 oc bracing:14-15. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 5-14,6-13,8-13,3-15 SLIDER Right 2x4 DF Std-G 4-2-2 1' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1409/0-5-8,10=1460/0-3-8 Max Horz 15=-383(LC 8) Max Upliftl5=-298(LC 10),10=-336(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-255/161,3-4=-2784/605,4-5=-2826/822,5-6=-1398/662,6-7=-1325/495, 7-8=-1446/475,8-9=-1695/499,9-10=-1904/468,2-15=-322/221 BOT CHORD 14-15=-615/2135,13-14=-91/1139,12-13=-226/1461,10-12=-226/1461 WEBS 3-14=0/495,4-14=-415/341,5-14=-626/2208,5-13=-479/563,6-13=-386/304, 8-13=-507/288,8-12=0/276,3-15=-2409/575 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS P (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for �_c o R OF�cs members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 - 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 \� lGNG NE9 �� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� 2 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200 P E 9r 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. / � 6)Gable studs spaced at 1-4-0 oc. -till • ur Ct. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -174. 2j OREGON 43 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�D 1.< fit between the bottom chord and any other members. /0 '9 ' 14,2-° P..T 9)A plate rating reduction of 20%has been applied for the green lumber members. /1/j 10)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify FR R L` I capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11 15=298,10=336. EXPIRES: 12/31/2017 CoAtinue iot�idapittc breaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. August 23,2017 P9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lilt1 11 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing *A;1• " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�1 R I 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 II Job ITruss ITruss Type 'Qty Ply :Mission Homes K3592296 B1702525 A01 GABLE 1 1 0 s Aug 2017 ID:Ni6OGKtXMi?jj44YYdKA18m7ytYhO'OntE4fCTDoMjVWos6SE 2nGURHD19XylBDKzEyykyK ProBuild Beaverton Truss, Beaverton,OR 97007 Industries,Inc. Wed Aug 23 12:28:27 2017 Page 2 � � D 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 Mt 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 properly 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 1Qty Ply Mission Homes 1 K3592297' B1702525 A02 Roof Special 5 1 j 'Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:28 2017 Page 1 I D:N i6OGKtXM i?j4YYd KA18m7ytYh O-VzRcl?D6_6Ua8fN2gAl4b?pcj hZHu_V SQt3 Wn OykyKn 1-0-Q 4-7-7 9_-2-14 I 15-3-0 16-0 25-02_ .32.0-0 310-81 1-0-0 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 1-10-8 5x8 Scale=1:75.8 5 ig 2x4 I. 17 6 8.00 112 2x4 4 3x6"� 7 1- 4,4, 3x6 4x6 8 3 rI . 3x4 14 .- 2 I 1 8x8 l 18 in 15 5.00 x,12 13 12 11 4x6 5x8 4x4 -- 8x8 I 9-2-14 1M-4 25-92 32-0-0_ _._. _. 9-2-14 8-9-6 6-11-14 6-11-14 Plate Offsets(X Y)-- [11:0-3-8_,0-6-41113:0-5-8,0-2A31,[14:0-4-0,0-3-14] (psf)TOADING 25.0 1 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.22 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 13-14 >518 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.27 11 n/a n/a Code IBC2015/TPI2014 Matrix BCDL 10.0. ; �- (Matrix) Weight:197 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-13:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-14,6-13,8-13,3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installationguide REACTIONS. (lb/size) 11=1464/0-5-8,15=1402/0-5-8 Max Horz 15=-392(LC 8) Max Upliftl1=-339(LC 11),15=-297(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-255/143,3-4=-2765/593,417=-2807/795,5-17=-2692/810,5-6=-1375/536, 6-7=-1307/395,7-8=-1435/366,8-18=-1636/365,9-18=-1854/337,2-15=-322/214, 9-11=-1395/417 BOT CHORD 14-15=-599/2138,13-14=-79/1139,12-13=-151/1441,11-12=-135/573 WEBS 3-14=0/489,4-14=-414/341,5-14=-613/2210,5-13=-470/548,6-13=-369/301, 8-13=-497/279,3-15=-2394/566,9-12=-143/1082 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) <C t3,0 PRO1 a S 18-2-0 to 30-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for GINE ,0 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �* N F 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� 9 29 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 89200P E V-- 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. j 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 �' fit between the bottom chord and any other members. O 6)A plate rating reduction of 20%has been applied for the green lumber members. y OREGON 44/ 7)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity L 4i D, of bearing surface. <0 14 2P\ .— 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=339, M 't2, 15=297. R RIO, 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- ,, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job [Truss ITruss T e i Type Qty Ply Mission Homes K3592298 B1702525 iAO2A Roof Special 1 1 R L I it r - 9-- ID:Ni60GKOCMi 640 s Job 6 2017 MiTekce(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 I KA18m7 Yh0-zA?_VLDkIQcRm EE Wed Aug 23 12:28:29 2017 Page 1 yt pt' tGJ7CLgy5uVdRrbeXp4JgykyKm -1-09__ 4-Z 7 _i 92-14 1 15-3-0 _- i -0-4 _i 25:0,2 5- Aug6 2017 MiTek Industries, es,Inc. I 9 1-0-6 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 5x8 = Scale=1:74.6 5 2x4 II 2x4 11 16 6 8.00 12 3x6"112' 7 4 .y 1.1 3x6 Q 4x6�i ' 8 3 1 1 3x4 11 15 17 1 13 1 i 1 2 8x8— 8x8 '� 9 t. V 1.o 14 5.00'112 12 11 10 5x8 =. 4x4 -` 4x6 92.14 18-0-4 2592 I 32-0.0 9-2-14 8-9-6 ___.. 6-11-14 6-11-14 Plate Offsets(X,Y)-- 19:Edge,O 6 11,11_2:0-5-8.0-2-n 0 0-3-14J TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. , DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.22 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 12-13 >518 180 BCLL 0.0 * Rep Stress lncr YES WB 0.91 Horz(CT) 0.27 10 n/a n/a BCDL 10.0 Code IBC2015fTP12014 1 (Matrix) Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12:2x4 DF No.1&Btr G 8-1-1 oc bracing:13-14. WEBS 1 Row at midpt 5-13,6-12,8-12,3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer i Installation uide. REACTIONS. (lb/size) 10=1330/0-5-8,14=1406/0-5-8 Max Horz 14=-366(LC 8) Max Uplift10=-276(LC 11),14=-297(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-255/146,3-4=-2777/624,4-16=-2818/826,5-16=-2704/841,5-6=-1380/545, 6-7=-1290/410,7-8=-1447/381,8-17=-1760/393,9-17=-1873/375,2-14=-322/216, 9-10=-1262/313 BOT CHORD 13-14=-645/2108,12-13=-111/1124,11-12=-216/1468,10-11=-154/380 WEBS 3-13=0/492,4-13=-414/340,5-13=-649/2187,5-12=-445/545,6-12=-358/293, 8-12=-516/294,3-14=-2403/591,9-11=-125/1092 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Q,ED PR°F- (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) 5' G E �'� reactions shown;Lumbe18-2-0 to 28-7-13 zone;r cantilever 60 plate grriiptDOLo1 60 end vertical left and right exposed;C-C for members and forces&MWFRS for ��\ �N 'N F,9 29 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200PE r 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs I� 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. I 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 Q fit between the bottom chord and any other members. 7/... OREGON �4(/ 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity /Q 4}' 14 20�P4 of bearing surface. r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=276, M`R R II LA- 14=297. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31(2017 August 23,2017 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 vent'the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona CA 92880 Job !Truss Truss Type Qty !Ply Mission Homes K3592299 B1702525 A02B ROOF SPECIAL 2 7.64Job 0 s Aug 16 2er7 Reference (k ProBuild Beaverton Truss, Beaverton,OR 97007 Industries,Inc. Wed Aug 23 12:28:29 2017 Page 1 ID:Ni60GKtX Mi?j4YYdKA18m7ytYhO-zA?_VLDkIQcRmpyEEtGJ7C Lgy5u VdRrbeXp4JgykyKm -11-0- 4_7-7 _9-2-14_ 1 _ A5-0-0 . 1&9-4 25-0-2 I _32-0-0__ _ i 1-04-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 5x8 - Scale=1:74.6 5 Nolii\sili:x4x 16 8.00112 2x4 I' 4 3x6 - 7 1r i y; 3x6'� 4x6 i 8 3 r�l I, 3x4 15 , 17 1 13 ., 1 2 8x8 - it 8x8 -- i� 9 t. Q M o. 14 5.00 I12 12 11 10 5x8 -- 4x4 4x6 9214 1$9 4 25-4-2 I 32-04 -- _ 9-2-14 8-9-6 _.. 6-11-14 6-11-14 . Plate Offsets jX,Y)-- j9:Edge,0-6-1J,112:0-5-8,0-2-8],[13:0-4-0.0-3-14] LOADING(psf) SPACING- 2-0-0 1 CSI. DEFL. in 1/deft Lid PLATES GRIP TCLL 25.0 I (loc) (Roof Snow=25.0) Plate Grip DOL 1.15 I TC 0.63 I Vert(LL) -0.22 12-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 12-13 >518 180 Rep Stress Incr BCLL 0.0 * Code IBC2015/TPI20Y94 WB 0.91 Horz(CT) 0.27 10 n/a n/a BCDL 10.0 (Matrix) Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12:2x4 DF No.1&Btr G 8-1-1 oc bracing:13-14. WEBS 1 Row at midpt 5-13,6-12,8-12,3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 10=1330/Mechanical,14=1406/0-5-8 Max Horz 14=-366(LC 8) Max Upliftl0=-276(LC 11),14=-297(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-255/146,3-4=-2777/624,4-16=-2818/826,5-16=-2704/841,5-6=-1380/545, 6-7=-1315/410,7-8=-1447/381,8-17=-1760/393,9-17=-1873/375,2-14=-322/216, 9-10=-1262/313 BOT CHORD 13-14=-645/2108,12-13=-111/1124,11-12=-216/1468,10-11=-154/380 WEBS 3-13=0/492,4-13=-414/340,5-13=-649/2187,5-12=-445/545,6-12=-358/293, 8-12=-516/294,3-14=-2403/591,9-11=-125/1092 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ‘-� D P R OFFS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) � G E �'�Q 18-2-0 to 28-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for \C‘,0 (GN 'N F,9 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ?i 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 C '' 89200P E 1' 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. / „e.........------..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 411. 5) fit between the bottom chord and any other members. Iv -3:74. ,�OREGON �Q 6)A plate rating reduction of 20%has been applied for the green lumber members. rx A 7)Refer to girder(s)for truss to truss connections. /Oy'9 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity /1/ RR 1 4 ZO1 �Q'T of bearing surface. MR R 0, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=276, 14=297. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 MiTekSr 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 BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - - Corona,CA 92880 'Job Truss Truss Type YP Qty Ply 'Mission 11 1 JobReference�option B1702525 :A03 Common _ - _ - K3592300 ) ProBuild Beaverton Truss,Beaverton,OR 97007 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Aug 23 11:33:45 2017 Page 1 I D:N i6OG KtXMi?j4YYd KA 18 m7ytYh O-AhjGl6w7LVk3 P rlyFo_2hbRn 2TmogTf6Ji Mo P Wy kyFq 1-0 778 778 27-7-9 368 3460 120 4x6 - Scale=1:70.5 I 4 16 17 8.00 112 3x6 �� 5 3x6 G 4'> 3x6 l' 3 6 5x6 i 15 i 18 4x8 2 7 3x6 1 !a, rn �. lX. _.. _.._. _.. __-- lo, 14 13 12 19 11 10 -_-- 9 4x8 II 2x4 I -_ 4x4 _- 3x8 --. 3x6 4x4 i 2-2-0 1 7-7-8 15-3-0 i* 22-10-8 24-0-9- 32-0-0 2-2-0 5-5-8 7-7-8 7-7-8 1-1-8 8-0-0 Plate Offsets jX,Y)-_ 12:0-3-0,0 1-8],j7:0-3-12,0-2-O1�18:0-4-15 Edge],J8:0-11-4,0-1-a)_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.33 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 8 n/a n/a Code IBC2015/TP12014 BCDL L 10.0 (Matrix) I Weight:184 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-11:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-11,6-11 SLIDER Right 2x4 DF Std-G 1-10-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1330/Mechanical,14=1318/2-5-8,13=101/0-3-8 Max Horz 14=-364(LC 8) Max Uplift 8=-282(LC 11),14=-340(LC 10) Max Gray 8=1330(LC 1),14=1318(LC 1),13=173(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1570/355,3-15=-1387/380,3-16=-1262/396,4-16=-1105/411,4-17=-1105/412, 5-17=-1113/396,5-6=-1262/380,6-18=-1601/409,7-18=-1824/376,7-8=-2093/570, 2-14=-1321/384 BOT CHORD 13-14=-368/400,12-13=-368/400,12-19=-321/1380,11-19=-321/1380,10-11=-172/1395, 9-10=-172/1395,8-9=-449/1694 WEBS 3-11=-499/327,4-11=-219/851,6-11=-731/362,6-9=0/358,7-9=-377/322, 2-12=-108/1129 NOTES- PR OFF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; ��(, o MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0, NGJ � G�NEF,4 /� Interior(1)18-5-6 to 28-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4� 89200P E '9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. j/. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . • a'. : 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 Cl 1:4- OREGON will fit between the bottom chord and any other members,with BCDL=10.0psf. 74. 4! ��(/ 6)A plate rating reduction of 20%has been applied for the green lumber members. /� a'1)/ 4 2��Q4 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 8 and 340 lb uplift at FR R I L\' joint 14. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 LOAD CASE(S) Standard August 23,2017 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 hill. 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 I Mission Homes 61702525 A04 Common 5 1 K3592301, ,Job Reference(oQona� I ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:31 2017 Page ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-vY71woF_11 s8?66dLI InDdQBivav5Tsu6rlBNjykyKk I-11-6-00 I _ 7-6-7-8 --.-. { __.-. 13-3-0 _.. i __ 19-14$ _.-.. - __..266-0_._ -_.1. 349-Q__..1 6-7-8 6-7-8 6-7-8 3-6-0 4x4 -.. Scale=1:72.7 4 8.00 112 15 16 3x6 3x6 i [ 5 3x6 3 tt4 r• 6 4x6 2 I 2x4 11 717 3x6 \ v 14 I 8 9 -. o q 0 13 12 18 11 19 10 5x8 I 2x4 '1 3x6 - 3x8-_ 5x8 I _ 6-7-8 19.10-8_ 30-0-0_ 6-7-8 13-3-0_ t 10-1-8 - - Plate Offsets_OS,Y)-- 12:0-2-15,0-24)1,110:0-4-00-3-0], LOADING(psf) i r- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.15 TC 0.55 1 Vert(LL) -0.15 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.55 I Vert(CT) -0.45 9-10 >794 180 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-11:2x4 DF No.1&Btr G 6-0-0 oc bracing:12-13. SLIDER Right 2x4 DF Std-G 2-0-15 WEBS 1 Row at midpt 3-11,6-11 MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 9=1251/Mechanical,13=1362/0-5-8 Max Horz 13=-387(LC 8) Max Uplift9=-266(LC 11),13=-286(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-1214/296,3-14=-1078/323,3-15=-1098/376,4-15=-973/390,4-16=-968/392, 5-16=-971/378,5-6=-1100/364,6-7=-1572/373,7-17=-1691/450,8-17=-1752/449, 8-9=-1811/441,2-13=-1303/378 BOT CHORD 12-13=-320/368,12-18=-205/1100,11-18=-205/1100,11-19=-115/1218,10-19=-115/1218, 9-10=-285/1413 WEBS 3-12=-253/135,3-11=-301/246,4-11=-226/781,6-11=-716/341,6-10=0/373, 7-10=-256/238,2-12=-114/1000 NOTES- ,-1 P R OFF 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Co GINE S',p/ (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 �- ,.\''„.‘GINE-R• F9 Q to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 2 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q :9200PE 9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `= 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. 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,with BCDL=10.Opsf. 7, OREGON 4(/ 6)A plate rating reduction of 20%has been applied for the green lumber members. /Q�./Y A 14 2O'\tS l' 7)Refer to girder(s)for truss to truss connections. /}fi Q' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=266, -'`R R I LA- 13=286. 9)"Semi-rigid pitchbreaks with fixed heels”Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 AWARNING-Veiny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. I=M 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component li 250 Klug Circle 1II 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 Mission Homes jB1702525 !A05 Common 4 K3592302 1 1 1 1 _-___ Job Reference(optional) I ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:31 2017 Page 1 1D:Ni60 GKIXMi?j4YYdKA18m7ytYhO-vY71w0F H1s8766dL11nDdQ9Nva15S5u6rIBNjykyKk 116-0 1 . 6 7-8 i_ 11-3_-_0 i 19-10-8 I 26$Q _ 30r0-0 31-10-8 ]-6 0 6-7-8 6-7-8 6-7-8 6-7-8 3-6-0 '1-10-8 4x4 - Scale=1:73.3 4 r 16 17 8.00 112 , 3x6 i 3x6 3x6 O 5 6 r• 4x6‹i 15 4x6 Q 2 7 I 1 ✓ v18 8 - _ _. 14 13 19 12 20 11 ,10 2x4 I 3x6 -- 3x8 --- 5x8- 8x8 63.8 13-3-0 19-1041 30-0-0 I _---6-7-$ _..-----6-7-8 _._ 6-7-8__._.. 10-1-8 Plate Offsets(X,Y)__j2:0-2-15 0-2-0],(10:0-3-8,0-3-4L111:0-4-0,0-34] LOADING(psf) ) r ( ) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud � PLATES GRIP (Roof Snow=25.0 Plate GripDOL 1.15 TC 0.70 Vert(LL) 0.20 10-11 >999 240 I MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.60 10-11 >591 180 BCLL 0.0 * Rep Stress Incr YES 1 WB 0.48 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-12:2x4 DF No.1&Btr G 6-0-0 oc bracing:13-14. WEBS 1 Row at midpt 3-12,5-12 MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1352/0-5-8,10=1379/0-5-8 Max Horz 14=-412(LC 8) Max Uplift14=-284(LC 10),10=-327(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1203/288,3-15=-1067/315,3-16=-1082/367,4-16=-958/381,4-17=-957/382, 5-17=-1084/368,5-6=-1301/348,6-7=-1543/346,7-18=413/63,8-18=-436/44, 2-14=-1293/370,8-10=-336/74 BOT CHORD 13-14=-341/393,13-19=-180/1111,12-19=-180/1111,12-20=-85/1208,11-20=-85/1208, 10-11=-241/1300 WEBS 3-12=-305/246,4-12=-216/773,5-12=-696/329,5-11=0/370,2-13=-110/990, 7-10=-1474/541 NOTES- �_ED P R OPen 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �'� G SNE S/ (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 �\ AG4902::: .Ex;) R 2 to 28-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for op. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� :9200P E 9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `= 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. 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 -y OREGON X44/ fit between the bottom chord and any other members,with BCDL=10.0psf. L 11., 6)A plate rating reduction of 20%has been applied for the green lumber members. /Q -*%4}, \1 4 2° -,- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=284, V 10=327. 41 /3 R 10- 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 __ 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 1 pill 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 ANSIRPI1 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 JobI Truss I Truss Type Qty Ply I Mission Homes K3592303' IB1702525 A06 Roof Special 2 1 Job Reference(options*_-_ ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:32 2017 Page 1 ID:Ni60GK tXMi?j4YYdKA18m7ytYhO-NIh77MGc2L_?dGhpv?pOlrzKUlwAgsG1 LV 1 kw9ykyKj 1-6-0 6-7-8 13-3-0 __ I 19-10-4 I 24-11-0 t 3_Q-0 i 1-6-0 6-7-8 6-7-8 6-7-0 5-1-0 5-1-0 4x4 Scale=1:72.7 4 18 8.00 112 17 i 3x6 3x6 / 5 3x8�� 3 6 ZI‘ 3x6 16 7 2 rn1 0 �_: _ -. _ 1983x6 �� 12� . 9 0 15 14 13 4x12 -- ' 8x8 - 4x4 3x8 - - h xv --- - - --.... - _- 1 . - 0 11 10 3x8 II 2x4 '1'1 3x8 6-7 13-3-0 19.14-0 t 24-11-0 342-0 6-7-8 6-7-8 6-7-0 5-1-0 _._._. 5-1-0 Plate Offsets X,Y)-- j9:0-4-15,Edge],110:0-3-9,0-1-3],[15:Edgee,0-6-1] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.09 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.29 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.11 9 n/a n/a Code IBC2015/TPI2014 (Matrix) Weight:176 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 6-11:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing:14-15. SLIDER Right 2x4 DF Std-G 3-0-6 WEBS 1 Row at midpt 3-13,6-13 ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer ' Installation guide. REACTIONS. (lb/size) 9=1251/Mechanical,15=1362/0-5-8 Max Horz 15=324(LC 9) Max Uplift9=-284(LC 11),15=-294(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-1742/325,3-16=-1535/352,3-17=-1344/356,4-17=-1215/370,4-18=-1213/368, 5-18=-1217/354,5-6=-1346/340,6-7=-2248/464,7-19=-1711/406,8-19=-1733/396, 8-9=-1827/391,2-15=-1296/379 BOT CHORD 14-15=-285/571,13-14=-261/1376,12-13=-181/1832,6-12=-72/691,9-10=-226/1390 WEBS 3-13=-483/286,4-13=-197/955,6-13=-1005/398,10-12=-241/1524,7-12=-15/442, 7-10=-584/164,2-14=-103/993 NOTES- 1) D P R O 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��G FFS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 5< G[Nt� s� to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for \ N Fig Q reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� 2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 Q 89200 P E 91' 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 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 Q •'' i c. fit between the bottom chord and any other members. A 0• ON � � 6)A plate rating reduction of 20%has been applied for the green lumber members. L -,.! ,`D 7)Refer to girder(s)for truss to truss connections. y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)9=284, �O 1 4'2 V 15=294. MFrl R I t-` 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 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 It A ATE* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�" R 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job ITruss Truss Type I Qty 'Ply Mission Homes K3592304 81702525 A07 ROOF SPECIAL STRUCTU 1 1 ID:Ni60GKJob Referencejoptionaj I 7.640 ProBuild Beaverton Truss, Beaverton,OR 97007 Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:33 2017 Page 1 ' tXMi?j4YYdKA18m7ytYhO-rxFVLiGEpe7sEQGOTjKF12WXaiK8ZIQBZ9nHScykyKi r_1_0, 53 13-3-0__ I 19-10-0 { 24-11-0 i 30-0-0 i 1-6-0 6-7-8 6-7-8 6-7-0 5-1-0 5-1-0 4x6 Scale=1:75.3 4 8.00'12 3x6 �� 3x6 5 3x6'� t* 3 6 r 1 4x6 7 2 q 3x4 O e 15 14 13 -_.. .......5x12 12 .� 9 o 10x10 -- 6x6 -. 3x8 ` ,b. _.___ _ - 1t IN m 11 10 3x8 I I 2x4 I I 5x6 i 6-7-B I 13-3-0 l 19-10-4 _ I 24-1024-11-0 30-0-0 1 6-7-8 6-7-8 6-7-0. .. 5-0-8 0-0-8.... 5-1-0 Plate Offsets_()(,Y)- 19:0- -15,Edge,(10:0-3-0,0-3-4j,115:0-4-6 Edge] 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 0.53 Vert(LL) 0.06 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.31 i Vert(CT) -0.16 12-13 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.74 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight 176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 6-11:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-13,6-13,2-14 2-15:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing 1 SLIDER Right 2x4 DF Std-G 3-0-6 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. All bearings 5-1-8 except(jt=length)15=0-5-8. (Ib)- Max Horz 15=325(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 9=-881(LC 35),15=-1674(LC 32),10=-1672(LC 35) Max Gray All reactions 250 lb or less at joint(s)except 9=825(LC 30),15=2053(LC 49),10=2430(LC 50),10=1516(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2814/2466,3-4=-1720/1489,4-5=-1118/830,5-6=-1682/1438,6-7=-2256/2100, 7-8=-768/997,8-9=-1251/1446,2-15=-1983/1697 BOT CHORD 14-15=-1027/1202,13-14=-1101/1733,12-13=-840/1258,11-12=-344/408,6-12=-443/362, 10-11=-748/742,9-10=-1051/1023 WEBS 3-14=-105/291,3-13=-623/454,4-13=-173/536,6-13=-400/485,10-12=-747/640, 7-12=-1461/1936,7-10=-1999/1461,2-14=-1653/1947 NOTES- <�'ikP R OFFSs P. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS c• 04— NEF'9 wQ (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 2"9 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :9200 P E r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 41111 . ` 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ill It 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 -yL OREGON ��, fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 'O '1' ' 26\1 4 4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 881 lb uplift at joint 9,1674 lb uplift at joint /14c p R,‘'''15 and 1672 lb uplift at joint 10. `rl R�L\' 8)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 30-0-0 for 150.0 plf. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters end 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 lot 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 ANSITfPI1 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 IQty Ply Mission Homes 1 K3592305 61702525 B01 GABLE �1 1 IJobReference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:35 2017 Page 1 I D:Ni6OGKIXMi?j4YYdKA18m7ytYhO-nKMGmOI VLGNaUkQOa8NjNTbwzW3g 1 MmU 1 TGOXUykyKg 1-1-64) 1 12-8-0 25-4-0 r-272 1 1-6-0 12-8-0 12-8-0 1-10-8 4x4 - Scale=1:59.6 11 12 8.00',12 14 9 0, 16 4 °'I 1 5 I 18 , 771,\ININNIN10: 2 20 ,i1 h 4 qX X X X X X X X x.X x X X X 2i X X X-XX X F '� +, 21 ids �, q xxxXxxxp p xxXXxxXxxXxxX�SxxxX1\ 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x8 5x6 3x8 'I 25-4-0 _Plate Offsets(X Y)- [22:0-4-4,0-1-8],j33:0-3-0,0-3-0],f40_0-4-4,0-14] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.02 21 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.01 21 n/r 120 TCDL 7.0 I Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:199 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. All bearings 25-4-0. (Ib)- Max Horz 40=-298(LC 8) Max Uplift All uplift 100 lb or less at joint(s)22,32,33,34,35,36,37,38,30, 29,28,27,26,25,24 except 40=-116(LC 6),39=-134(LC 10),23=-114(LC 16) ' Max Gray All reactions 250 lb or less at joint(s)40,31,32,33,34,35,36,37, 38,39,30,29,28,27,26,25,24,23 except 22=334(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-256/269,11-12=-256/269,20-22=-292/139 NOTES- 1)Wtnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ��ED P R OFFS Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. N 1r 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 \� �NG �F9 /O2 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 89200PE -91' 5)All plates are 2x4 MT20 unless otherwise indicated. 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). 8)Gable studs spaced at 1-4-0 oc. w a- 9) 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 OREGON 1.(1 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 L ,t,„, ,gyp' fit between the bottom chord and any other members. 96 -9Y 14 2,° 'O- 11)A plate rating reduction of 20%has been applied for the green lumber members. 1 Q 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,32,33,34,35, 4`Fil R IL\- 36, L\- 36,37,38,30,29,28,27,26,25,24 except(jt=lb)40=116,39=134,23=114. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 k" MiTe is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I 1 n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component I 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 1Ply Mission Homes I K3592306' 'B1702525 B02 Common 2 1 Job Reference(pptional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:35 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-nKMGmOI VLGNaUkQOa8NjNTbse Wzq 18RU1 TGOXUykyKg I-1§-0 i 6470 12-8-6 I 19-0-0 25A0 i 27r28-,, 1-6-0 6-4-0 6-4-0 6-4-0 6-4-0 1-10-8 4x6 ; Scale=1:60.8 4 14 15 8.00 12 4x4 i 4x4'� o 3 5 ,11 co 713r r:8x8 8x8-.Z.'16 2 6 fit • iv I1 12 ---- -- - _11 10 17 18 9 -.- -- - 7 0 0 3x4 3x6 3x4 -- I - 8-575 i - 16-10-11 254-0 8-5-5 8-5-5 8-5-5 Plate Offsets LX,Y)---X2.0-0-120-5-4],I6:0-0-12,0-5-4j-- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.20 9-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.33 9-11 >922 180 BCLTCDL L 7.0 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 8 n/a n/a Code IBC2015/TPI2014 (Matrix) Weight:144 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G 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 1 Installation guide. REACTIONS. (lb/size) 8=1183/0-5-8,12=1155/0-5-8 Max Horz 12=-298(LC 8) Max Uplift8=-278(LC 11),12=-265(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-643/209,3-13=-600/234,3-14=-1258/360,4-14=-1156/374,4-15=-1152/369, 5-15=-1254/355,5-16=-620/198,6-16=-663/173,2-12=-544/273,6-8=-536/265 BOT CHORD 11-12=-271/1230,10-11=-44/822,10-17=-44/822,17-18=-44/822,9-18=-44/822, 8-9=-119/1067 WEBS 4-9=-203/613,5-9=-339/320,411=-207/619,3-11=-337/324,3-12=-935/161, 5-8=-966/228 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to P 24-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �rG� R OPk- s shown;Lumber DOL=1.60 plate grip DOL=1.60 o. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,�5 ANG i NEF,9 �p2 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs "9 non-concurrent with other live loads. Q 89200 P E r 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,with BCDL=10.0psf. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=278, -57 21OREGON X4,7 12=265. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,O �' 1 4 2,° .4 SFRRIL EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. .._ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71.11 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ICorona,CA 92880 I yp Qty 1 Ply Mission Homes Job Truss Truss T e B1702525 B03 'Common 5 1 Job Reference�option� K35923071 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:36 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-G WwezkJ76ZVR5t_b8ruywh823wJJmcRd F7?x3wykyKf i-1fA i 8r-4,_0 _, 12 4-0 18-9 -_ 24-10-8 1-6-0 6-4-0 6-4-0 6-1-4 6-1-4 j 4x6 I Scale=1:57.1 4 1 13 14 8.00 112 4x4 i 4x4 - 3 5 Ib 0 dII NI 15 3x6 1' 8x8�i 12 6 I 1 2 o 7 11 10 9 16 17 8 3x4 3x6 - 3x4 3x6 -- I 8-3-8_ i 1639 , 24-10-8 _ 1 8-3-8 8-3-8 8-3-8 Plate-Offsets LX,Y)- 12:0-0-12,0-5-4] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.18 8-10 >999 240 I MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 8-10 >972 180 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.04 7 n/a n/a Code IBC2015/TPI2014 (Matrix)BCDL 10.0 Weight:140 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer I_lnstalon guide. REACTIONS. (lb/size) 7=1029/Mechanical,11=1141/0-5-8 Max Horz 11=288(LC 9) Max Uplift7=-208(LC 11),11=-263(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-635/210,3-12=-592/236,3-13=-1246/372,4-13=-1142/386,4-14=-1089/382, 5-14=-1193/368,5-15=-297/164,6-15=-342/148,2-11=-539/274,6-7=-308/166 BOT CHORD 10-11=-294/1192,9-10=-68/781,9-16=-68/781,16-17=-68/781,8-17=-68/781, 7-8=-156/1005 WEBS 3-10=-341/326,4-10=-218/623,4-8=-196/572,5-8=-299/315,3-11=-919/163, 5-7=-1057/172 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS C PR (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to `�`O OPeo 21-8-12 zone;cantilever lefand ght exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions <�NG NE�R .o 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;Fully Exp.;Ct=1.1 ��' *9 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 89200 P E 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. / 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,with BCDL=10.0psf. Iv Q 6)A plate rating reduction of 20%has been applied for the green lumber members. -9L40,OREGON � / 4(/ 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=208, Q }' 1 4 20' P",- 11=263. V' 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. FR R 1l EXPIRES: 12/31/2017 August 23,2017 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 MR** is always required for stability and to prevent collapse 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. I Corona,CA 92880 [Job Truss Truss Type 'Qty 'Ply Mission Homes 1 i I K35923081 B1702525 ,B04 Common 1 1 I i_____ Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:37 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-kiUOB4KIttdljl ZniYPBSugCmJflV2kmUnlVbNykyKe -1-6-0 1 -0 I 12-8-0 I 19.0-4 I 2544 I 1-6-0 6-4-0 6-4-0 6-4-0 6-4-0 4x6 i I Scale=1:60.3 4 41111111111\ 8.04x4 ��5 1of 15771°3 8x8 \ 6 cv 10 916 17 8 '®' -o 11 7 3x4 3x6 -- 3x4 --- I . I 16-10-11 I 25-4-0 - -- 8-5-5 _.. 8-5-5 8-5-5 Plate Offsets Mil-- [20-0-12,0-5-4j,16 Eddge,0-5-4� 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 0.58 Vert(LL) -0.20 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.33 8-10 >920 180 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014Matrix BCDL 10.0 ( ) Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G 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. I REACTIONS. (lb/size) 7=1048/0-5-8,11=1161/0-5-8 Max Horz 11=283(LC 7) Max Uplift7=-214(LC 11),11=-266(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-642/209,3-12=-599/234,3-13=-1267/372,4-13=-1161/386,4-14=-1172/398, 5-14=-1278/384,5-15=-449/195,6-15=-527/178,2-11=-544/273,6-7=-414/193 BOT CHORD 10-11=-298/1215,9-10=-71/806,9-16=-71/806,16-17=-71/806,8-17=-71/806, 7-8=-166/1094 WEBS 4-8=-216/635,5-8=-353/333,4-10=-208/619,3-10=-338/324,3-11=-943/171, 5-7=-980/164 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to ��ED PR'- 22-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ` is 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 \. 'la' Fi4 /Q2 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs "9 non-concurrent with other live loads. 89200 P E r 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 4piP„pg /fit between the bottom chord and any other members,with BCDL=10.0psf. �,/�^ 6)A plate rating reduction of 20%has been applied for the green lumber members. w 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=214, . OREGON �4/ 11=266. 1 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /Q '9Y 1 4 r 2.0 Q} MFRRIL\- EXPIRES: 12/31/2017 August 23,2017 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 I gut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 • s . Job Truss I Truss Type 'Qty Ply IMission Homes B1702525 B05 Roof Special 2 1 K3592309' Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:37 2017 Page 1 ) I D:Ni6OGKIXMi?j4YYdKA18m7ytYhO-kiU0B4KIttd1jl ZniYPBSugCGJg2VAHmUnIVbNykyKe i-1-5- 1 _- S>4-0 12 8-0 1940-0 25-4-0 1 272 1-6-0. 6-4-0 6-4-0 _.. 7 2-0 _-- 5-6-0 1-10-8 4x4 - Scale=1:70.4 4 n 15 16 8.00112 3x6 i 3 3x8 9, / 5 oi O) 14 ., 4x6''•••"• 17 2 1 1 a'' 7 10 13 12 8x8 -`- 11 5x8 < -. n o i 4x4- 3x8 w - u 9 8 2x4 3x4 --- I 6.4-0_ I 12.8-0 i 1910-0 _ •1 254,0 i 6-4-0 _. 6-4-0 _..... 7-2-0 5-6-0 Plate Offsets(X,Y)— 16:0-2-15,0-2-M,[10:0-6-0,D-2-61,113:Edge,0-6-1] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 5-9:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing:12-13. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 13=1155/0-5-8,8=1183/0-5-8 Max Horz 13=369(LC 9) Max Uplift13=-263(LC 10),8=-276(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1413/256,3-14=-1216/282,3-15=-1026/282,4-15=-907/296,4-16=-895/286, 5-16=-1048/271,5-17=-1239/294,6-17=-1405/272,2-13=-1093/334,6-8=-1126/329 BOT CHORD 12-13=-297/524,11-12=-202/1160,10-11=-177/1131 WEBS 3-11=-466/275,4-11=-120/648,5-11=-478/308,2-12=-59/779,6-10=-148/1102 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to 24-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions _ED P R OFF shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ANG NEF,9 /p2 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs "9 non-concurrent with other live loads. �' 89200PE r 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 4111.40001:40r. fit between the bottom chord and any other members. —. 6)A plate rating reduction of 20%has been applied for the green lumber members. Co Q 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)13=263, 74. OREGON D 8=276. 44/ 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0,6 '9 f' 4 Z°�P-{- MRRIL\- EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mu 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 Bug 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 Mission Homes K3592310' B1702525 'DO1 GABLE 1 1 ID:Ni60GKOCMi Job Reference Mi MiTek Industries, ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Inc. Wed Aug 23 12:28:38 2017 Page 1 ?j4YYd KA 18m7ytYh O-Cv200 Q KNeB19LB8zGGwQ?6DSmj5YEkbwj RU27pykyKd 16-4 5-8-0 1-6-0 5-8-0 2x4 Scale=1:27.6 5 2x4 11 4 8.00'..12 2x4 I' 3 o -I 01 2 XXXXXXXXXXXXXXXXXXXXX_� 1 3x4 2x4 8' 2x4 62x4 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 0.31 Vert(LL) 0.01 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 1 n/r 120 BCLTCDL L 0.0 *7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-8-0. (Ib)- Max Horz 2=181(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6,2,7,8 Max Gray All reactions 250 lb or less at joint(s)6,7,8 except 2=270(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. � OFt 5)Gable requires continuous bottom chord bearing. E� P R 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N SFR N 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Gv V fit between the bottom chord and any other members. 9200P E 9)A plate rating reduction of 20%has been applied for the green lumber members. /� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,7,8. `z 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12_ 4„OREGON 4./ /O qy 14,2°\ RRIL - EXPIRES: 12/31/2017 August 23,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. hutDesign 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 �Y�w AiTel.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 P Ply l Mission Homes Job [Truss TrussType Qty 81702525 D02 Mono itch 7 1 I K3592311 JobReference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:42 2017 Page 1 I D:N i6OGKtXMi?j4YYd KA 18m7ytYhO-4g HvEn Nu h PFapoSkV6?M9y07fKPzAX FVe3SG GaykyKZ i d76-4 1 5-8-4 { 1-6-0 5-8-0 Scale=1:27.3 2x4 I I 4 3 8.00 112 8 h 7 .1 2 __.. I. 1d • 1I 6 3x4 :..-- 2x4 5 .... -... -_ 5-8-0.. _. l 5-8-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud ' PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 ' Vert(LL) -0.03 2-6 >999 240 1 MT20 220/195 (Roof Snow=25.0) I Lumber DOL 1.15 1 BC 0.20 Vert(CT) -0.10 2-6 >627 180 BCDL 0.0 L 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:25 lb FT=20% BCDL i_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G 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) 6=222/Mechanical,2=345/0-5-8 Max Horz 2=181(LC 7) Max Uplift6=-91(LC 10),2=-92(LC 10) Max Grav6=247(LC 18),2=345(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-8-0,Exterior(2)2-8-0 to 5-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 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 r\C_`0 P R OFfsts /O fit between the bottom chord and any other members. 5 G'N 9 6)A plate rating reduction of 20%has been applied for the green lumber members. �� 892N F 7)Refer to girder(s)for truss to truss connections. ?i 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 00 P E "91� 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. y` ,A OREGON oto 7 9 " 14,V 4 P � RRILk- Q' EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ...- I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall * III building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' MRTek* is always required for stability and to prevent collapse 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 Duality 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 1Truss !Truss Type Qty Ply Mission Homes K3592312 B1702525 D03 Monopitch 4 1 -_ -_- I Job Reference�optiong) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:42 2017 Page 1 ID:Ni6OGKOCMi?j4YYdKA18m7ytYhO-4gHvEnNuhPFapoSkV6?M9yO8gKSUAXFVe3SGGaykyKZ 1-6-0 3-0-0 Scale=1:17.8 2x4 I' 4 3 8.00 112 SII 4' N o .4410,4 6 1 5 3x4 2x4 11 3-0-0 TOADING(psf) 25.0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP CLL Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.01 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight 14 lb FT=20% f3 DL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=91/Mechanical,2=253/0-5-8 Max Horz 2=103(LC 7) Max Uplift6=-32(LC 10),2=-85(LC 10) Max Gray 6=106(LC 18),2=307(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 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 ��ED P R I�F�s fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. sO 7)Refer to girder(s)for truss to truss connections. ��GJ �tJG N EtC9 /2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. ' .9 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �' 89200 P E r Atillillifilr'°17 .. -: -74. OREGON 44/41, /O D' 14,2�� P4 MFR R 11-\- e' EXPIRES: 12/31/2017 August 23,2017 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 __.__ - __ __._... 1 -_.. __ _i Job Truss Truss Type IQti i v PI 1 Mission Homes K3592313 I B1702525 E01 GABLE 1 1 ' i Job Reference foptionAl 1 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:43 2017 Page 1 I D:Ni6OGKOCMi?j4YYdKA18m7ytYhO-YsrHR7OWSjNRRy1 x2pWbi9wlukozv_IfsiCppOykyKY 1 ,-6-0 4-6-0 t 9-0-0 10-6n0_ _ 1-6-0 4-6-0 4-6-0 1-6-0 4x4 -- Scale=1:31.4 5 1 4 6 10.00 112 ' W 3 7 P - 2 8 13,11 Y _1 2S=AX=X2S2S:2SXXX2c2c2SXXXXXXx?_CX2 _ , - 9 16 1 • 16 15 14 13 12 11 10 3x8 I I 3x8 I I 9-0-0 Plate Offsets(X,Y)-- (10:0-4-4,0-1-81M0-4-4,0-1-6] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. : DEFL. in (loc) l/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 1 Vert(LL) 0.01 9 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 , Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a Code IBC2015/TPI2014Matrix BCDL 10.0___ ( ) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-0-0. (lb)- Max Horz 16=167(LC 9) Max Uplift All uplift 100 lb or less at joint(s)16,10,14,15,12,11 Max Gray All reactions 250 lb or less atjoint(s)16,10,13,14,15,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ���Er P R Opp non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. G NE 9 S> 6)Gable requires continuous bottom chord bearing. �\ N F 2 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 'V ,9 8)Gable studs spaced at 1-4-0 oc. 89200PE r 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. .4,01110.00.'" 11)A plate rating reduction of 20%has been applied for the green lumber members. al 4' 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10,14,15,12, 7 OREGON X40 11. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. <O -/Y 14 20�P�- MRRIL\- EXPIRES: 12/31/2017 August 23,2017 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 lilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NMI( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Ply Job Truss ITruss Type 'Ob Mission Homes K3592314 B1702525 E02 Common 1 1 i I Job Reference(options ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:43 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-YsrHR7O WSjNRRy1 xzp Wbi9wJOknevzFfsiCppOykyKY I1---0 4-6-0 9-0 0 l 10-6 0 I 4-6-0 1-6-0 4x4- Scale=1:31.5 3 10.00 112 Y m 2 4 'Al I IY 1 8 8x87 _._.. 6 4x8 -- 8x8 =- 4-6.09-04 4-6-0. l __-.. 4-6-0 _. _.. Plate Offsets_( Y)- j6:Edge,0-6-51,j86 Edge 0-6-5] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 6-7 >999 180 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014Matrix BCDL 10.0 ( ) Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G 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. I REACTIONS. (lb/size) 8=471/0-5-8,6=471/0-5-8 Max Horz 8=167(LC 9) Max Uplift8=-120(LC 10),6=-120(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-336/86,3-4=-336/86,2-8=-437/232,4-6=-437/232 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 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 ��(�ED P R OF`C5s fit between the bottom chord and any other members. �`c �NG'N E�9 /O 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=120, 6=120. :9200PE 9c 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - la• -74. 4„OREGON �lv <0 � Y 14,2.� P+ M(9R R 11- - EXPIRES: 12/31/2017 August 23,2017 WARNING-Verify design I ..r. dY g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Sir 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 budding 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*ITe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�" R 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 JQty Ply r Mission Homes 1 B1702525 E03 Common Girder 1 1t p K3592315 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:46 2017 Page 1 ID:Ni6OGKO(Mi?j4YYdKA18m7ytYhO-zRXQ39ROleloIQlWkx3lKoYosyil6Cx5ZgQTPLykyKV I 4-6-09-0-0 4-6-0 __- _ j 4-6-0 4x4 I I Scale=1:31.5 3 10.00 112 3x4- 3x4�� 4 2 4 uj 1 5 U1 L 7 8 6 9 10 3x8 i I LUS26 LUS26 3x8 I'', LUS26 3x10 LUS26 LUS26 44 I _9_-0-0 __ 4-6-0 -._.._4-6-0 � Plate OffsetlX,Y)— 11:0-2-&,0-14,1,15:0-2- 0-1-3] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.07 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight 97 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-9-5,Right 2x4 DF Std-G 2-9-5 REACTIONS. (lb/size) 1=3131/0-5-8,5=2645/0-5-8 Max Horz 1=118(LC 22) Max Uplift1=-658(LC 8),5=-560(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2222/477,2-3=-2150/494,3-4=-2150/494,4-5=-2222/477 BOT CHORD 1-7=-304/1548,7-8=-304/1548,6-8=-304/1548,6-9=-304/1548,9-10=-304/1548, 5-10=-304/1548 WEBS 3-6=-514/2698 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 0, D P R OFF 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �G tS' (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��� �NG NFF9 s/O 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 C? 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :I:, $9200P E91"6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. /7)A plate rating reduction of 20%has been applied for the green lumber members.8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=658, ' 5=560. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 74. OREGON kila 10)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting /O q}. 14 2.° 1 at 0-2-12 from the left end to 8-0-12 to connect truss(es)to back face of bottom chord. 'O..11)Fill all nail holes where hanger is in contact with lumber. MFRR I L` LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 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 I Mu a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MWTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Wel( Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty I Ply Mission Homes B1702525 E03 Common Girder 1 K3592315, ! 2 Job Reference(optional) J ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:46 2017 Page 2 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-zRXQ39ROIe101QIWkx3lKoYosyi16Cx5ZgQTPLykyKV LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:1=-1020(B)7=-1009(B)8=-1009(B)9=-1009(B)10=-1012(B) 1 II 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 1 ACTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component9 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. � Corona,CA 92880 Job I Truss 'Truss Type Qty Ply j Mission Homes ' I K3592316 B1702525 F01 GABLE 1 1 Job Referencesoptional) . ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:47 2017 Page 1 I D:N160GKtXMI?j4YYdKA18m7ytYh0-RdSoH VROWyttwaKiHfbXs?511 L8UroUFnKA1 yoykyKU 1.6-0- --._ _.. 6- -. _.- _- -6-9-0 1-6-0 l J._-15-0-0 4x6 I i Scale=1:41.6 3 ' 10.00 F12 i NII' I v' • 2 a a Y12Snhi _. i` -- - �It .lo-1 ISI -1,1 cl ;'-- - 5 .o 1 n2Snnn2c 2Z 2„2'.2s A2L2Sn2 _AAn1S2 2 A - 1 16 15 14 13 12 11 10 9 8 7 6 3x10 I' 3x10 11 13-6-4 13-6-0 __.. . ! Plate Offsets MY)- L0-3-9,Edd e],j16:0-3-9,Edge] LOTCLL ADING(psf) 25 0 SPACING- 2-0-0 ti CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.04 5 n/r 90 • MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.03 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) 1 I Weight:91 lb FT=20% LUMBER- -- - -_ -_ BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 13-6-0. Installation guide. (Ib)- Max Horz 16=220(LC 9) Max Uplift All uplift 100 lb or less at joint(s)14,8 except 16=-123(LC 11), 6=-122(LC 10),15=-207(LC 10),7=-207(LC 11) Max Gray All reactions 250 lb or less at joint(s)11,12,13,14,15,10,9,8,7 except 16=511(LC 1),6=511(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-528/329,2-3=-449/191,3-4=449/191,4-6=-528/329 BOT CHORD 15-16=-55/273,14-15=-55/273,13-14=-55/273,12-13=-55/273,11-12=-55/273, 10-11=-55/273,9-10=-55/273,8-9=-55/273,7-8=-55/273,6-7=-55/273 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \((:C .- Gable P R Opp., 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 �'\ G:::::z......,;°S�Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. N3)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 � 2'94)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs892rnon-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. / 6)Gable requires continuous bottom chord bearing. :' 7)Gable studs spaced at 1-4-0 oc. :4, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 A_OREGON 40 9)*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 L "� ,`D fit between the bottom chord and any other members,with BCDL=10.0psf. 7O '9 y 14 rLQ -t 10)A plate rating reduction of 20%has been applied for the green lumber members. Q` 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8 except(jt=lb) MFR RIO- 16=123,6=122,15=207,7=207. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 . 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 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 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 Mission Homes K3592317 B1702525 F02 Common 1 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:48 2017 Page 1 IJob Reference o lional ProBuild Beaverton Truss, Beaverton,OR 97007 t ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-vgfAUgSfHF?kXjvurM6mPDe091SkaBk00_vaUEykyKT -1-6,0 5--9-0 13-6-0 __ 1 1-6-0 6-9-0 6-9-0 4x6 --- Scale=1:40.4 3 10.00 112 9 10 11 m 1 8 8x8- 8x8 -- 2 4 Y a d d 1 _._ __. 7 6 5 4x8-- I 6-94- 13-6,0 6-9-0 6-9-0 Plate Offsets_(X Y)-- 2:Edge,0-6-J,(4:Edg 0-6-5j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 6-7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.09 6-7 >999 180 BCDL 0.0 L 7.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=667/0-5-8,5=548/0-5-8 Max Horz 7=207(LC 9) Max Uplift7=-156(LC 10),5=-102(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-579/125,8-9=-434/141,3-9=-432/157,3-10=-422/144,10-11=-434/126, 4-11=-569/125,2-7=-610/280,4-5=-491/176 BOT CHORD 6-7=-407/535,5-6=-228/344 WEBS 3-6=0/291,2-6=-337/395,4-6=-171/298 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-9-0,Exterior(2)3-9-0 to 6-9-0,Interior(1)9-9-0 to 10-4-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �¢ED P R Opp, 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\�'� �NG 1 NEF9 sW0 non-concurrent with other live loads. 2 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 89200P E fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. w�/A 7)5=102e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=156, VP ��, 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. OREGON Q 1744. 4, Ix k <0 �}' 14,20' Pi- MR R 11-\-- Q' EXPIRES: 12/31/2017 August 23,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job I-Truss ;Truss Type Qty 1Ply Mission Homes 81702525 F03 i Common Girder 1 a� K3592318, JJob Reference{optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-NOCYiATH2Z8b9tU4P4d?xQAJa9huJZ9XFef70gykyKS 4� _ 6-9-0 __ ]D]$ + 1350 3-4-8 3-4-8 3-4-8 3-4-8 _._. 4x8 I I Scale=1:42.1 4 10.00 12 2x4 \\ 2x4 // 5 3 fL 3x8.i 3x8 O 2 6 1 i `` 7 Oil --- 1, . 4 r C 4x8 __ 151 rn « iIfl II _ _1 11 ; __ I 10 119 12 13 8 14 LUS26 8x8 =_- LUS26 LUS26 8x8 4x12 -- LUS26 LUS26 LUS26 4 -0 9.0 0 ; 13,63 -4-6-0-_ - t-.. 4-6-0 4-6-0. _ Plate Offsets(X,V)-- 17 Edge,0-1-121,18:0-4-0,0-4-x,19:0-4-0,0-4-8] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO ' WB 0.63 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight 168 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF No.1&Btr-G 2-0-12,Right 2x4 DF Std-G 2-0-12 REACTIONS. (lb/size) 1=4064/0-5-8,7=4417/0-5-8 Max Horz 1=171(LC 20) Max Uplift1=-924(LC 8),7=-982(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4561/1031,2-3=-4528/1056,3-4=-4388/1102,4-5=-4424/1096,5-6=-4557/1048, 6-7=-4587/1023 BOT CHORD 1-10=-789/3305,10-11=-799/3305,9-11=-799/3305,9-12=-503/2387,12-13=-503/2387, 8-13=-503/2387,8-14=-718/3339,14-15=-718/3339,7-15=-718/3339 WEBS 4-8=-730/2849,5-8=-200/325,4-9=-744/2773,3-9=-202/334 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ,ikf0'D PR OFF connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. rS 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �5� �.1GI�N� ,9 `r/p (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ?i 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �'V '9 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 892OOP E r 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `�/ 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=924, Q 12.. ,L, OREGON ��, 99)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. / Q Y 14:1° 1 '\ PT 10)Use Simpson Strong-Tie LUS26(4-SD9212 Girder,4-SD9212 Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 12-0-12 to connect truss(es)to back face of bottom chord. MR R L� 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must very 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 ANSIRPI1 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 IQtyPly ,Mission Homes 61702525 F03 K3592318 Common Girder 1 IJob Referenceio�fton* J ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 2 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-NOCYIATH2Z8b9tU4P4d?xQAJa9huJZ9XFef70gykyKS LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,1-7=-20 Concentrated Loads(Ib) Vert:10=-1231(8)11=-1231(B)12=-1231(B)13=-1231(B)14=-1231(B)15=-1231(6) • WARNING-Verifydesign MII-7473 rev.10/03/2015 BEFORE USE. =M g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit Design 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. Forgeneralguidance regarding the M�lek, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Aria,VA I QualityCriteria,DS Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 8-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 (Job Type(Truss Truss T e t- - Qty Ply 'Mission Homes K3592319 81702525 G01 Common Structural Gable 1 1 IJobReference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-NOCYIATH2Z8b9tU4P4d?xQALvggEJhoXFet70gykyKS ]$D i111-S 7-11 1 9-53) I 1-6-0 3-11-8 3-11-8 1-6-0 4x4 - Scale=1:28.9 3 . • 10.00 112 2x4 II 2x4 11 04 ani I 4 v2 0o 2x4 I 6 2x4 'I = 5 1 3x4 - 2x4 3x4 -- ---- --_-.. -- _._ -- --3-11-8-_ - i 3-11.8 __.. 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 0.25 VertLL -0.00 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 4-6 >999 180 TCDL 7.0 BCLL 0.0 * Rep Stress!nor YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=425/0-3-12,4=425/0-3-12 Max Horz 2=-130(LC 8) Max Uplift2=-115(LC 10),4=-115(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-315/50,3-4=-315/50 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gablet studs spaced at2-0-0fo c. � p P R Q FS 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E F 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 �\c„,<('ANG I NE�t:9 o/ fit between the bottom chord and any other members. O2 8)A plate rating reduction of 20%has been applied for the green lumber members. 4 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=115, C 89200 PE 1-- 4=115. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �/ yG 41,OREGON �4Q 'O 9' 14204 MRRIL\- EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design MT" g 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 budding 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 BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job I Truss Truss Type Qty Ply l Mission Homes B1702525 Common G02 1 1 K3592320' - - I :Job Reference(optional ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 1 ID:Ni6OGKtXXMi?j4YYdKA18m7ytYhO-NOCYiATH2Z8b9tU4P4d?xQALv9gEJhoXFef70gykyKS H -1 -0 i 3-111-114 +- 5-0 1-6-0 3-11-8 3-11-8 1-6-0 . 4x4--- Scale=1:28.9 3 10.00'x,12 m 'A'I 2 4 11 6 w-, 5 1 3x4 2x4 11 3x4 l 3-11.8 _ i 7.110 _-_- _ __- -- ___. __ 311-8 - 3-11-8 __.. LOADING - TCLL (psf)25.0 SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a Code IBC2015/TP12014 ) (Matrix Weight 35 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G --_ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=425/0-3-12,4=425/0-3-12 Max Horz 2=-130(LC 8) Max Uplift2=-115(LC 10),4=-115(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-315/50,3-4=-315/50 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �� O P R QFFS 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=115, ��'� �NG NF9 ,0 4=115. 2 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 89200PE 9r • - • yL OREGON �c4/� i0 44" 14,2°N v.:k" SFR R 11-\- Q' EXPIRES: 12/31/2017 August 23,2017 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job FTruss Truss Type Qty Ply Mission Homes ,B1702525 G03 Common '2 1 K3592321 Job Reference opAonalZ ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:50 2017 Page 1 IDi60GKtX Mi?j4YYdKA18m7ytYhO-rCmwvWUvptGSn l3Hzn8EUejXMZAi288hTIOhY7ykyKR 3--66-0 7-0-0 I 3-6-0 4x4 -- Scale=1:24.7 3 10.00 12 3x4 3x4 O 2 4 h * 4 5 1 '4I L I .I _ 1-1 h r0/ I _... L _ __. 1 1 IC 6 3x6 11 2x4 11 3x6 I I 3-6-0 7-0-0 3-6-0-._ 3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 (Roof TCDLSnow=25.)0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:33 lb FT=20% LUMBER- BRACING- TOP -.- - G- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G _- MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 2-3-0,Right 2x4 DF Std-G 2-3-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=294/Mechanical,5=294/Mechanical Max Horz 1=97(LC 7) Max Upliftl=-53(LC 10),5=-53(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-293/73,4-5=-292/73 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. tL�CD P R OFFS 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �\Co ANG�N��9 s/O �, 2 89200PE 9r 4,OREGONtk /.,OREGON <0 q y 14 2°\..7 -RR °\ P-�- All)' R R 11-\- Q' EXPIRES: 12/31/2017 August 23,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1l. 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. Bradng 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 'Mission Homes B1702525 KOt GABLE K3592322 1 1I Job Reference(o_ption* 1 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:51 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-JPKJ7sUXaAOJOBeTVWfTI rFgvzXrncmgiy8E5ZykyKQ 1 -1-6-0 4 4-5-0 i _810�_ 10-4i- 1-6-0 4-5-0 --- 4-5-0 1-6-0 4x4 =- Scale=1:31.0 5 4 6 10.00 12 , N. c 3 7 2 8 Lt 1.1, 1. i v +XX XXXX=XXXXXXXXXXXXXX2.XXXXXXXXX2 9 o 1 16 15 14 13 12 11 10 3x8 I1 3x8 i' 8-14 1 8-10-0 Plate Offsets(X,Y)_ [1o:0-4-4,0-1-81,116:0-4-4, 1-81 -T LOADING(psf) - - — — __- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.01 9 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 l (Matrix) I Weight 52 lb FT=20% _.. _... _-. _._ LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 8-10-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-10-0. (lb)- Max Horz 16=165(LC 9) Max Uplift All uplift 100 lb or less at joint(s)16,10,14,15,12,11 Max Gray All reactions 250 lb or less at joint(s)16,10,13,14,15,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times Flat roof load of 25.0 psf on overhangs ��,ED PR oF�cs, non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. \� �NG I NEFR $ 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). �� ?i 8)Gable studs spaced at 1-4-0 oc. :9200P 'S'1' 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 j fit between the bottom chord and any other members. 411P . 11)A plate rating reduction of 20%has been applied for the green lumber members. a.... 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10,14,15,12, 11. -yG ' OREGON �lv 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /O '9Y 4 2.°�A-f� MFR R 11-\- EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. u= Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent,not ��� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design n into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary ryand permanent bracing MTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality C Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Criteria,DSB-89 and BCSI Building Component 250 Rug Circle _. _ Corona,CA 92880 Job 'Truss I Truss Type Qty l Ply Mission Homes K3592323 1 B1702525 ProBu Id Beaverton Truss, K02Beaverton,OR 97007 Common 1 7.640 s - - --- -_ - - - Job Reference�gpton4 - _ - -- Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:51 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-JPKJ7sUXaAOJOBeTWNgT1 rFhOz WanbCgiy8E5ZykyKQ A-5-0 I- 840-4__ 10-4-0 4-5-0 4-5-0 1-6-0 ' 4x4 -- Scale=1:31.0 2 10.00h2 r'7 i *F' 8x8 - 8x8=__ 1 3 qi 111 I h 4 6 75 4x8- 4-5-0 _ 1 8404 1 4-5-0 _.-_.. _-. 4-5-0 Plate Offsets(X,Y)-- 11:Edge,0-6-J,j3:Edge,0-6-54 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:49 lb FT=20% LUMBER- -- --- � - --- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation_vide. I REACTIONS. (lb/size) 7=348/0-5-8,5=474/0-5-8 Max Horz 7=-151(LC 6) Max Uplift7=-63(LC 10),5=-120(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-312/77,2-3=-342/99,1-7=-315/120,3-5=-441/241 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 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. 5)*This truss has been designed for a ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��(�,o) P R()Fe fit between the bottom chord and anyother members. s 6)A plate rating reduction of 20%has been applied for the green lumber members. c:o. �Co NG N E�9 /O2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) .9 5=120. CC 89200PE C- 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7G OREGON R � �� <O 4).- 14,2�� Q+' MER R 11-\- 6 EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. i.... Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Mission Homes I 81702525 1K03 Common Girder 1 K3592324 I Job Reference Optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:52 2017 Page 1 ID :Ni60GKtXMi?j4YYdKA18m7ytyh0-obuhKCV9LUWAOLDf4CAiZ3on0MisWuu xctod?ykyKP 9,5-0__- 8A0-0 { - 4-5-0 4-5-0 4x6 1' Scale=1:30.6 3 10.00 12 -- 3x4'2 2 4 3x4 '' N. u: 1 5 '11 _1 � r o ►` 7 8 g 9 10 3x10 LUS26 MUS263x10 '.1 MUS26 3x10 11 MUS26 4-54_ 8-104 4-5-0 _._ _.. 4-5-0 Plate Offsets(X1Y)--11:0-4-4,O-1-51, 5_0-4-4 0-1- 1 _-.. LOADING(psf) T TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.03 5-6 >999 240 1 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.08 5-6 >999 180 • BCLL 0.0 ' Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 5 n/a n/a Code IBC2015/TP12014Matrix BCDL 10.0 ( ) Weight:96 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-8-10,Right 2x4 DF Std-G 2-8-10 REACTIONS. (lb/size) 1=2814/0-5-8,5=3051/0-5-8 Max Horz 1=116(LC 5) Max Uplift1=-614(LC 8),5=-660(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2745/610,2-3=-2674/620,3-4=-2674/620,4-5=-2744/610 BOT CHORD 1-7=-396/1925,7-8=-396/1925,6-8=-396/1925,6-9=-396/1925,9-10=-396/1925, 5-10=-396/1925 WEBS 3-6=-693/3436 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �E� P R OFF�1 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �G 1J (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �°J� -29G2 NG NEF9 s/p 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 C? ?j 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� $9200P E C.6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. / 7)A plate rating reduction of 20%has been applied for the green lumber members. /. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=614, �Q • 02.. ' -1 5=660. 17 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. G 444 OREGON l� 10)Use Simpson Strong-Tie LUS26(4-SD9212 Girder,4-SD9212 Truss)or equivalent at 1-6-12 from the left end to connect truss(es)to /Q 0/ 14 Z0'\ .T back face of bottom chord. 4,1 R'‘'''11)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at FR R I L'- 3-6-12 from the left end to 7-6-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. ' LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP11 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 Mission Homes K3592324' 181702525 ;K03 Common Girder 1 Job Reference(optional) J ProBuil,Beaverton Truss, Beaverton,OR 97007 7. 17 Page 2 ID:Ni6OGKtXMi?j44YYdKA18m7ytYh0 obuhKCV9LUWA0LDf4CAiZ3on0M sWuu 0 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:52�xOctod?ykyKP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:7=-1231(B)8=-1310(B)9=-1310(B)10=-1310(B) SII 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 MiTekSi connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MI IBK" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ITruss Truss Type 'Qty Ply I Mission Homes K3592325 61702525 L01 GABLE 2 1 Page ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug23 12:28:52 2017 1 ID:Ni6OGKtXMi?j4YYdKA8m7ytYhO-obuhKCV9LUWA0LDf4CAJZ3osPMtmW3k_xctod?y 1 -1-6-0I 24133) i 1-6-0 2-0-0 2x4 I I Scale=1:14.3 3 I 8.00 I-12 1 v1 N 2 I I 5 4 3x8 2x4 II Plate Offsets()(,Y) [5:0-4-4,0-1-8]- TCLLw=25 00 - - 1 _ LOOAA DINGNG(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/deft Lid PLATES GRIP 25( f ) Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.00 4 n/a n/a Code IBC2015/TPI2014 (Matrix) BCDL 10.0 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 5=228/2-0-0,4=20/2-0-0 Max Horz 5=93(LC 9) Max Uplift5=-80(LC 10),4=-62(LC 16) Max Gray 5=308(LC 16),4=47(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-264/190 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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;Fully Exp.;Ct=1.1 D P R Q FSS 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs F non-concurrent with othelive loads.m �c,'<(-1(1/4t-ANG�N FF9 ,O 5)Gable requires continuous bottom chord bearing. 2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 1:7 7)Gable studs spaced at 1-4-0 oc. 89200 P E 1--- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*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. -4411141, 10)A plate rating reduction of 20%has been applied for the green lumber members. .Q OAP 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. �7 A OREGON �4PC 0 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. L -,7 R <O A'‘P' 14,2.°\ Q'{- ' R R I L\- EXPIRES: 12/31/2017 August 23,2017 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 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 IYI'1/Tel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 '___ --- Job 1Truss Truss Type 11QtY 1Ply Mission Homes K3592326 81702525 L02 Monopitch 8 7 640 s Aug6 ter 7 c MiTek Industries,Inc. Wed Aug3 12:28:53 2017 Page 1 -- - ---- 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 g9 9 s ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-GnS3XYWn6oe1eVosewhx6GL11mDNFWQ7AGdL9RykyKO I AA-0 1 2-0-0 1-6-0 2-0-0 Scale=1:14.3 2x4 11 4 3 8.00'112 Y. <, 2 O A fAlto. 6 3x4 7 5 8x8 [ _ _2-0-0 I 2-0-0 Plate Offsets_(X,Y)-- j7:0-3-0.0-1-12] T TOL DING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 I Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) l Weight 13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer ,_Installation guide. REACTIONS. (lb/size) 7=230/0-5-8,5=31/Mechanical Max Horz 7=93(LC 7) Max Uplift7=-77(LC 10),5=-53(LC 16) Max Gray 7=303(LC 16),5=49(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-297/189 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �4 D PRO FS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E F 5)*This truss has been designed for a ive load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �\�� �NG NE�R s� fit between the bottom chord and anyother members. �2 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 89200P E r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. _.a:9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ..„/./eIg:074... �L , OREGON �4,/ <O -4y 14 ri P+ SFR R 11J- e' EXPIRES: 12/31/2017 August 23,2017 ,-,- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7477 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 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"i Telma" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tY�� R fabrication storage,delivery,erection and bracing of trusses and truss systems,see ANSI!TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I_ 3j4' 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 Dimensions are in ft-in-sixteenths. I44 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O-1/16" C1-2 c2-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 4 may require bracing,or alternative Tor I _ 0 bracing should be considered. OMAN, U 0 3. Never exceed the design loading shown and never Il �� U stack materials on inadequately braced trusses. 0 0 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 07 3 cs cs-s designer,erection supervisor,property owner and plates 0- 'hd"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 ICC ES Reports: use with fire retardant,preservative treated,or green lumber. 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 �� Trusses are designed in all respects,equal to or better than that ,i Indicated by symbol shown and/or g ed for wind loads in the plane of the specified. by text in the bracing section of the I 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. II ■�� Mr&M number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMI MI 18.Use of green or treated lumber may —� environental,health or performancrisks.unacceptable with Industry Standards: project engineer before use. , hil ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words • Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI; Building Component Safety Information, �'���® 20.Design assumes manufacture in accordance with I. 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