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Plans (425) \5 - ThC".sv) - 35 ,0 \LHLfAve-- MiTek® t , SEP 14 j[jg; MiTek USA, Inc. 250 Klug Circle IT `1a Kar M Corona,CA 92880 r _ 951-245-9525 Nr Re: B1702291 Mission Homes MM6 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: K3409058 thru K3409095 My license renewal date for the state of Oregon is December 31,2017. co \AGINE -1 89200PE 9r 40REGON 44,/ O14,2 MRRI0P �� .0t1g6W4Laga . July 7,2017 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 1Truss [Truss Type Qty Ply I Mission Homes MM6 K3409058 ,81702291 A01 GABLE 1 1 - _-- -- -- - --- 1Job Reference(optional) I .- - - ID:LmjNbD5W82urrkH72 P 81yy FSc8HIzFWBBC1xIG8dtHFVsDhS s0?d81U 9vs5z7:28 2017 T fb Pro-Build Beaverton Truss, Beaverton,OR 97005es, nc. 1 1 YY q g _ 11-40 - 7-5-0 i 14-10-022-04 I _ 8-0 j- 37-1-0 I 44-2-14 I 1-4-0 7-5-0 7-5-0 - 7-5-0 7-5-0 7-5-0 7-1-14 Scale=1:81.7 SHEATHING SHOWN IS NOT 5x6 PART OF COMPONENT DESIGN 19 20 21 Sheet Front /%b' Full Sheathing 18 f✓ �'p 22 1 Ply. 15 /�j for7 2 79 /�//A ' 24 14 77 I �'`�� 25 13 �, �I I/��., 26 3x6 i 12 ' .b 27 "! I/ I� • A• ,iIpeg e• 4.,..' 26 3x6 CT, 6.00112 10 ®70/Alpg,0 r i 01 I� , `'y29 9 I I�WN...30 31� /'� � � ,'I IIS/I� •4007r � I� �porA0>34„35 �4 �'!'�I�i�l 1%' I I��I� I/I� �/I Aoo• 36 v •lArze. ArlsleA ., ,ArAstrard AAV,ANALO.,or_AtoOrAtKird,Arefitin.J, d 7574 73 72 71 70 69 68 67 66 65 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 409 3x8 64 3x6 3x6 1 8,3-15_ _ i 18113 i 26-4-3 362.1 44-214_ 8.3-15 _9,9-14- 6,2& 9-9-14 -13 Plate Offsets(X,Y), j10:0-2-10,Edyej,j30:0-2-10 E1 el,V5:0-4-8,0-1-11 LOADING(P 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 0.19 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 1 BC 0.06 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 39 n/a n/a Code IBC2012/TPI2007Matrix BCDL 10.0 ( ) Weight:398 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 10-20,20-30:2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G*Except` WEBS 1 Row at midpt 20-57,19-58,18-59,17-60,16-61,15-62, 2-75:2x6 DF No.2 21-56,22-55,23-54,24-53,25-52 OTHERS 2x4 DF Std G*Except' MiTek recommends that Stabilizers and required cross bracing 20-57,19-58,18-59,21-56,22-55:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer lnstallation.guide. REACTIONS. All bearings 44-2-14. (Ib)- Max Horz 75=182(LC 12) Max Uplift All uplift 100 lb or less at joint(s)75,39,58,59,60,61,62,63,65, 66,67,68,69,70,71,72,73,55,54,53,52,51,49,48,47,46,45,44, 43,42,41 except 74=-195(LC 18),40=-256(LC 13) Max Gray All reactions 250 lb or less at joint(s)57,58,59,60,61,62,63,65, 66,67,68,69,70,71,72,73,74,56,55,54,53,52,51,49,48,47,46, 45,44,43,42,41,40 except 75=397(LC 18),39=293(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-78=-88/256,17-78=-80/260,17-18=-97/298,18-19=108/348,19-20=-111/371, 20-21=-111/371,21-22=108/348,22-23=-97/298,23-79=-80/260,24-79=-88/256, 2-75=-325/71 NOTES- ��Cr�ED PRQFFss 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� IGNG j NEF,4 �p2 (envelope)gable end zone and C-C Comer(3)-1-4-0 to 3-0-15,Exterior(2)3-0-15 to 17-10-1,Comer(3)17-10-1 to 22-3-0,Exterior(2) "9 26-7-15 to 39-6-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 89200 P E r- 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 41 P',al'''. 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 O 4)Unbalanced snow loads have been considered for this design. -y OREGON c, 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs G .1.0, \R A. non-concurrent with other live loads. ,1 6)All plates are 2x4 MT20 unless otherwise indicated. /O Y 14 Z��Q`T 7)Gable requires continuous bottom chord bearing. MFR R LL 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPI RES: 12/31/2017 Continued on page 2 July 7,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 Il MiTe IC• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component , 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Type qty TPly ii o Job Truss Truss T e I Mission Homes MM6 K34090581 B1702291 A01 GABLE 1 1 Job Reference(opfyonaj) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:29 2017 Page 2 I D:LmjNbD5W82urkH72J_x181yy7iF-woifzJGBvUKuYzrLBapUl3msCXCFk4ORjKuSOYz_Tfa NOTES- 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)75,39,58,59,60,61,62,63,65,66,67,68,69,70,71,72, 73,55,54,53,52,51,49,48,47,46,45,44,43,42,41 except(jt=lb)74=195,40=256. 14)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*411.7473 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 14111s building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing rY�IA A'Tel�' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 fabrication,storage,delivery,erection and bradng 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 MM6 1 K3409059 '61702291 -_-- ---_-- A02__--- COMMON 6 1 _�.,lobReference(optionap J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:29 2017 Page 1 I D:LmjNbD5W82urkH72J_xl81yy7iF-woifzJG8vUKuYzrLBapUl3miEX09kvURjKuSOYz_Tfa 11 al __._.7-5 0 _.... - _._19-10-0 { _ 27-5-0 _._ 2� _.____ 4.-.-_. 37-1-0 ---t -___._44'2-14_ j -0 5-0 Scale=1:81.6 5x6 6 va 21 22 23 4x4 4x4!20 5 7 3x8 i -' 3x8 c 6.00 12 4x6 i 4 .,8 4x6 9 n t. 24 8x8 = 19 _,/ �.. 4x6 II 0.00 10 ao 17 25 16 26 15 27- 28 14 29 13 30 12 18 11 3x4 - 5x10 WB _. 4x4 - 4x4-- 5x10 WB 3x4- 3x8-- 8-3-15 _. 4 18-1-13 - -I _.-_26-4-3..._..... _.I. 36-2-1 ___. 44-1-4 -44,204 8-3-15 9-9-14 8-2-6 __...- ___.9-9-147-11-3 ...0-1-14.- Plate Offsets(X Y) 12:0-2-12,0-2-41,15:0-2-0,0-4-0],j7:0-2-1A0-4-01115:0-1-12,0-2A4_ -- LOADING(psf) 1 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.36 15-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.84 15-17 >625 180 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 11 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:251 lb FT=10% BCDL 10.0 i LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-6,6-8:2x4 DF 2400F 2.0E end verticals. 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*Except* WEBS 1 Row at midpt 7-14,9-11,5-15,3-18 6-14,10-11,6-15:2x4 DF No.1&Btr G,2-18:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer .installation guide. REACTIONS. (lb/size) 11=1835/Mechanical,18=1938/0-5-8 Max Horz 18=182(LC 12) Max Upliftl1=-173(LC 13),18=-207(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=966/224,3-19=-848/240,3-4=-3054/362,4-5=-2904/386,5-20=2450/369, 20-21=-2377/379,6-21=-2355/395,6-22=-2343/396,22-23=-2365/380,7-23=-2447/370, 7-8=-2835/405,8-9=-2985/381,9-24=-438/162,10-24=-565/148,2-18=-742/249, 10-11=429/153 BOT CHORD 17-18=-350/2697,17-25=-235/2347,16-25=-235/2347,16-26=-235/2347, 15-26=-235/2347,15-27=-65/1793,27-28=-65/1793,14-28=-65/1793,14-29=-162/2331, 13-29=-162/2331,13-30=-162/2331,12-30=-162/2331,11-12=-229/2622 WEBS 6-14=-157/1020,7-14=-802/280,7-12=-107/466,9-11=-2661/179,6-15=-160/1037, 5-15=-816/282,5-17=-109/530,3-18=-2356/131 <(' Or PR OFFS NOTES- � NGINEF u/ 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (..,.<° !G /p 4. (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) LV 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 89200 P E 9r plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 / 3)Unbalanced snow loads have been considered for this design. lA 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 12.... OREGON tx �INP v. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /p '9 Y 14 20 P+ fit between the bottom chord and any other members,with BCDL=10.0psf. RP 7)A plate rating reduction of 20%has been applied for the green lumber members. MFR RI t.-\- 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=173, )18=207. 11 EXPIRES: 12/31/2017 101tinue ora id oitX2breaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. July 7,2017 IIIMIM 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 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1,. MITBk' is always required for stability and to prevent collapse 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 '.1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 lJob _.. , _ _..... •Truss _._... 'Truss Type -. _. YPe Dry 1Ply Mission Homes MM6 K3409059, B1702291 A02 COMMON 6 1 Pro-Build Beaverton Truss,!L Uob Reference(o�on _ Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:30 2017 Page 2 I D:Lmj NbD5W82urkH72J_x181 yy7iF-0?G 1 AfHmgoSkA7QXIH KjaH lt_xM OTMjby_e0w_z_TfZ ....I. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 Mir a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MIR*" ETek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC 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 Infomiation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 '. 1 a 1Job fTruss ITruss Type 'Qty Ply Mission Homes MM6 ---- B1702291 I'A03 ROOF SPECIAL .2 1 K3409060 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:30 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-O?G1AfHmgoSkA7C1XIHKjaHIvKxMCTMzby_e0w_z_TfZ 2-5-8 �1-4-Oi1-11-8{ 8-6-0 I _.. 148_-0_ 1- _ 22-3-0__ 29-8-0 37-1-0 _4_4-2-14 1-4-0'1-1141 6-0-8 6-0-0 -. _0-1'1-8 69.8 -. +_._.. 7-5-0 __ + -.--.. 7-5-0 __. -7-1-14 -____. { 0-0-0 5x6-= Scale=1:87.5 6.00 12 7 A 3x6% 24 25 3x4 6 268 3x6 3x8 c 3x4 5 9 q , 4x6 10 F 3x4 i 23 27 3 �- 4x6 II 0 2 �, 11 o 2120 16 28 29 15 1430 31 13 0 22 18 17 12 4x4 - 4x12 4x4 3x6 3x4 8x8 - 5x12 3x8 8x12 11 2x4 11 2-5-8 15-5-8 ,1-11-3_l I 8-6-0 1 143$ 14§-0 118-1-13y 22-3-0 2,74.-3 36-2-1 _ 44-1-4 44-2.14 0—�A _—.. _.__._ _ _.. T 1-11-8 6-0-8 5-11-8 2415 4-1-3 q 1-3 9-9-14 7-11-3 0-1-'10 4 ¢114 4'9 ____... __. Plate Offsets(X,Y)- [2:0-5-1 Edgell3:0-1-4 0 1-8],[4:0-1-12,0-1-81,[6:0-2-12,0-1s8],,[12:0-3,8_,0-US[15:0-1-12,0-2-0],116:0-5711,0-1-12],[19:0-4-810-2:121,[22:0-10-4,0-072] 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 0.75 Vert(LL) -0.34 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.83 13-15 >636 180 BCLL 0.0' Rep Stress InaYES WB 0.78 Horz(TL) 0.26 12 n/a n/a BCDL 10.0Code IBC2012/TP12007 (Matrix) Weight:265 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E"Except* TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except 1-5,9-11:2x4 DF No.1&BUG end verticals. BOT CHORD 2x4 DF No.1&Btr G"Except" BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 2-21:2x8 DF SS WEBS 1 Row at midpt 4-19,8-15,10-12,6-17,6-16 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing , 16-19,7-16,7-15,11-12:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1953/0-5-8,12=1843/Mechanical L 1ns)aliation guide. Max Horz 2=184(LC 12) Max Uplift2=-198(LC 12),12=-169(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4374/436,3-23=-3568/313,4-23=-3485/336,4-5=-2841/326,5-6=-2737/350, 6-24=-2408/374,7-24=-2296/396,7-25=-2274/388,25-26=-2384/372,8-26=-2405/360, 8-9=-2806/399,9-10=-2998/374,10-27=-434/158,11-27=-561/144,11-12=425/151 BOT CHORD 2-22=-534/3580,21-22=-525/3397,20-21=-530/3489,19-20=-356/3117,16-28=-55/1753, 28-29=-55/1753,15-29=-55/1753,15-30=-149/2295,14-30=149/2295,14-31=-149/2295, 13-31=-149/2295,12-13=222/2635 WEBS 3-20=399/175,4-20=0/377,4-19=-772/179,16-19=-196/2437,7-16=-175/1058, 7-15=157/1060,8-15=-805/283,8-13=-116/476,10-12=-2610/175,6-19=-86/1029, 3-22=-7/836,6-16=-1501/296 ��EO P R oic SS NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� ‘GINE* -,9 �p (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) (V� 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 89200 P E %— 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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ' non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7` 'L1 OREGON i� 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /O '9 Y 14 20 4 fit between the bottom chord and any other members,with BCDL=10.Opsf. 4, foQ` 7)A plate rating reduction of 20%has been applied for the green lumber members. ER R I I-`- 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=198, 11 12=169. CoUe 1ir1 Id�ec.�breaks with fixed heels"Member end fixitywas usedthe analysis and design of this truss. EXPIRES: 12/31/2017 p 9imodel inJuly 7,2017 AWARNING-Veru design �. Verify g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mividua3 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 properlyincorporate 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 AiTeR1�• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rYf fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i - _ Truss Truss Type Job yp 1Qty Ply I Mission Homes MM6 _ - B1702291 A03 ROOF SPECIAL 2 1 K3409060' iI Pro-Build Beaverton Truss, _ -_ -- _-- i_.. -_.....Job Reference(gpttonal _ Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:30 2017 Page 2 ID:LmjNbD5W82urkH72J_x181yy7iF-O?G 1AfHmgoSkA7QXIHKjaHIvKxMCTMzby_e0w_z_TfZ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 1Y' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI1TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I I Job I Truss Truss Type Qty 'Ply Mission Homes MM6 I K3409061 B1702291 1A04 [Roof Special 4 1 IJob Pro-Build Beaverton Truss, Beaverton,OR 97005 I 7.640 s Sep 20 5 MiTek Industries,Inc. Fri Jul 0710:17:32 2017 Page 1 ID:LmjNbD5W82urkH72J_xl81yy7iF-KNOnbLIOCPiSPRZvsiMBjtOCek1MxNBtPl77?tz TfX r1-0-0{2-0-02#5k i5-D {916. _19-10-0 - 1-�-l)Q 2236 -.. 29-8-0 -_..-;-__-_..37-111 -___ 1 -_ 942-14 _...__.j - 1-0-0 2-0-00E-17 4-11-0 1-8-0 5-9-00-10-b 6-7-0 7-5-0 7-5-0 7-1-14 5x6 -- Scale=1:87.5 6.00 12 7 vs 38 39 3x4 X37 40354. 6 8 4x8 i 4x8 �' 4x4% 5 is 9 4 '44401/4,4441410.0%.444444:444444%....% 36 3 \2 11 8x8 19 18 17 42 16 43 15 44 45 14 46 13 47 12 3x10 3x4-- 5x8 -- 4x6- 4x6 5x8 - 3x4 -8x12 4 15-0-0 }-14$5-10 1 31-0-14 1 22-0-00 -0 8-7-5 6-1-5 i 12101} 2-10-10 11-3-012-11-8 1214.1 ...4410 2:4-0-" { 229-4-11-640E 0 I 32-62 23-Il11 8-2-9_.-...44-1-4 0-1=110 4 0-0-3 23-_5___.- 1-4-14 Plate Offsets(X,Y)-- [2:0-4-9,Edge],[6:0-1-8,0-1-8],[8:0-1-8,0-1-8],[11:0-10-0,0-0-9],[12:0-1-12,0-1-8],[13:0-4-0,0-3-0],[16:0-4-0,0-2-12],[17:0-1-12,0-1-8],[19:0-10-7,0-2-15], 120:0-2-8,0-1-01,-122:0-2-8 0-1 0],124:0-2-8,0-�-0],130:0-2-5,0-1-01,132:0-2-5,0-1-01 ---. -- -- - --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.32 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.78 15-17 >674 180 TCDL 7.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.25 11 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007Matrix BCDL 10.0 ( ) Weight:268 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E`Except` TOP CHORD Structural wood sheathing directly applied. 1-5,9-11:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 6-15,8-14 2-18:2x8 DF SS JOINTS 1 Brace at Jt(s):14 WEBS 2x4 DF Std G`Except` MiTek recommends that Stabilizers and required cross bracing 7-15,7-14:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 DF Std G I Installation guide. REACTIONS. (lb/size) 2=1942/0-5-8,11=1838/Mechanical Max Holz 2=181(LC 12) Max Upliift2=208(LC 12),11=-174(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4242/421,3-36=-3803/448,4-36=3759/464,4-5=-3474/392,5-6=-3295/410, 6-37=-2612/386,37-38=-2543/395,7-38=-2509/408,7-39=-2500/410,39-40=-2598/396, 8-40=-2615/385,8-9=-3242/436,9-10=-3430/411,10-41=-3450/387,11-41=-3579/373 BOT CHORD 2-19=502/3449,18-19=399/3064,17-18=-403/3161,17-42=-246/2517,16-42=-246/2517, 16-43=-246/2517,15-43=-246/2517,15-44=-60/1861,44-45=-60/1861,14-45=-60/1861, 14-46=-172/2507,13-46=-172/2507,13-47=-172/2507,12-47=-172/2507, 11-12=-271/3108 WEBS 6-17=-134/799,6-15=-941/304,7-15=-182/1154,7-14=-176/1148,8-14=-939/297, �c o P R QFF 8-12=-125/760,10-12=-395/209,3-19=0/690,4-17=-425/209,4-19=-113/276 `��F, NG[NE�9 s/ NOTES- ,N? O�j9 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �' :9200PE r (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) 26-8-1 to 39-7-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.6011111 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 .L. 3)Unbalanced snow loads have been considered for this design. • Q 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs y OREGON !(/ non-concurrent with other live loads. G/ •� 2.13 4 5)All plates are 2x4 MT20 unless otherwise indicated. Q 14 fe'Q. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. FR R to, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 9)Refer to girder(s)for truss to truss connections. Continued on page 2 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev.10/13/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 c 1 !Job Truss f Truss Type TQty 1Ply .Mission Homes MM6 B1702291 A04 Roof Special 4 1 K3409061 1 I. ----!Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:32 2017 Page 2 ID:LmjNbD5W82urkH72J_x181yy7iF-KNOnbLIOCPiSPRZvsiMBfiOCek1 MxNBtPl77?tz_TfX NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=208,11=174. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. , a.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 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/TPt1 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 r , Job ;Truss I Truss Type Qty ;Ply I Mission Homes MM6 K34090621. B1702291 A05 ROOF SPECIAL 1 7.640 sob Reference_p 2e5 MiTek 5on Industries,Inc. Fri Jul 07 10:17:33 2017 Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 ID LmjNbD5W82urkH72J_x181yy7iF-oay9ohJfzjgJ1b86QQtQCvwS48OBg151eysgXJz_fW 1491 _ -.1,5-0 ; _._14-19-0 - l _ _ 223-0 I- 28-2-0 _-_. 2.9-8-Q -.34-14 - F_- 39-1-2.__.. ; 44,1-4 ; 1-4-0 7-5-0 7-5-0 7-5-0 5-11-0 1-6-0 4-5-0 5-0-2 5-0-2 5x6 - Scale=1:87.7 6.00[12 6 3x4% 2614%4N44444,44442,47,%44.:: I'I 25 4 5 3x8! A3x6 w 8 3x8 c 4x6 G 4 3 .14141114.44.44444.4„ 3x4 J 10 8x8 24 29 2 q II 4I 1 el 1,3,,__,-- __ 111 o <, 20 • 19 30 18 10 32 33 16 15 14 12 2x4 1 I 3x10 - 3x4--= 3x6= 4x4 -_- 4x8=_ 3x6 11 5x16 ---- 1 - 11 15 16-113 . __ 28.4.3 - I 34-1-0 _ ; 3E-1-1 + _ 441-4_ --.. -- -- 8-3-15 9--9 14 8-2-6 __. . 7-8-13 502_- .. 5-0-2 _.-. Plate Offsets(X,,Y_ 12:0-2-12,0-2-4j,17;0-1-8,01 81,J'10 0-1 12 o-1-8]J11:0-10410-0-91,[13:0-7-0,0-2-41,115:0-3-0,0-0-11,116:0-24,0-1-121,[17:0-1-12,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud r PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.33 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.81 17-19 >650 180 BCD LLTCL 0.0'7.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.19 11 n/a n/a Code IBC2012/TP12007 (Matrix-S) Wei BCDL __- 10.0 ght:258 lb FT=10% LUMBER- - - -_ BRACING- TOP CHORD 2x4 DF 2400F 2.0E"Except` TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-11,1-4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 DF No.1&Btr G 10-0-0 oc bracing:13-15 WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5 17,3-20,7-16 6-16,6-17,13-16:2x4 DF No.1&BtrG,2-20:2x6 DF No.2 - u MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guile.__ I REACTIONS. (lb/size) 11=1865/Mechanical,20=1944/0-5-8 Max Horz 20=180(LC 12) Max Upliftl 1=-165(LC 13),20=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-1036/190,3-24=-919/206,3-4=-3057/355,4-5=-2955/381,5-25=-2397/362, 25-26=-2311/371,6-26=-2284/387,6-27=-2267/387,27-28=-2374/370,7-28=-2395/359, 7-8=-3046/382,8-9=-3027/342,9-10=-3156/331,10-29=-3504/356,11-29=-3619/347, 2-20=-771/235 BOT CHORD 19-20=-348/2705,19-30=-221/2304,18-30=-221/2304,18-31=-221/2304, 17-31=-221/2304,17-32=-60/1754,32-33=-60/1754,16-33=-60/1754,15-16=-35/409, 12-13=-263/3173,11-12=-263/3173 WEBS 6-16=-150/968,6-17=-157/1075,13-16=-105/1977,7-13=-99/827,10-13=-471/137, 5-17=-809/282,5-19=-117/533,3-20=-2211/155,7-16=-1043/250 _co PROFF NOTES- <' [N SS, 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� lGNG ESR /�2 (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-0-15,Interior(1)3-0-15 to 17-10-1,Exterior(2)17-10-1 to 22-3-0,Interior(1) GV 26-7-15 to 39-8-5 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 89200 P E �r 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 / i 3)Unbalanced snow loads have been considered for this design. '. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs fr non-concurrent with other live loads. OREGON ((/ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G 4 7 t" A 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 /Q 41).' 14 2°w -�- fit between the bottom chord and any other members,with BCDL=t 0.Opsf. A 0Q' 7)A plate rating reduction of 20%has been applied for the green lumber members. FR R I L"- 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=165, 20=203. EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/L7473 rev.10/03/2015 BEFORE USE. If Design valid for use onlywith 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 rY� R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IIJob Truss Truss Type iOty Ply Mission Homes MM6 K3409062 B1702291 A05 ,ROOF SPECIAL 1 1 I 1JobReference_optional)_____ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:33 2017 Page 2 ID:LmjNbD5W82urkH72J_x181yy7iF-oay9ohJfzjgJl b8600t0CvwS480Bg151 eysgXJz_TfW NOTES- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. • 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 buildingcomponent,not Mit 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 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 bradng of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r r 'Job [Truss I,Truss Type Qty [Ply T Mission Homes MM6 81702291 A06 COMMON 1 1 K3409063 ge 1 ID:Lm'NbD5W82ur H72Js Sep xl2yy 5 M Tyk ndujgJ1b�QtQCuvwOE8N5gjT1eysgXJzl 07 10:17:33 2017 eT1W Pro-Build Beaverton Truss, Beaverton,OR 97005 I rkH72J x181 71F-oa 9ohJfz' J1 1.4-01--_ 7-,5-570 -5 00 } 1450-0 i 22-3-9_ _ _.29,9�. -- I --_. . _37-1re --.. -- _._.34214 . { 7-5-0 7-5-0 7-5-0 7-5-0 7-1-14 5x6 ,_ Scale=1:81.6 6 !4 21 22 4x4%20 23 4x4 • 5 7 3x8 c 6.00 112 3x8 4x6..--% 4 8 �.� 4x6 3 l 24 11 19 „„..-- 8x8 ,.�, 4X6 � I 2 / 10 1 1.0°.-,1_ _. o O ., __ ,; _ - _ :'cad , 18 17 25 16 26 15 27 28 14 29 13 30 12 11 3x4:= 5x10 WB 4x4 4x4=-- 5x10 WB--- 3x4 3x8=- p _8-3-15.. i 18-13 t 263-3 I __ 36-2-1 _ 4471 83-15__- _- 1-9-14 8-2�_-. -.. $9-14 -_- 11 3 - 1-14 _._.9-11-L0.. _. Plate Offsets_mY} J2:0-2-12,0-2-4115:0-24,0-444 17:0-240-4-WO 5:0-1-12.0 2-0j LOADING(psf) i T - TOLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.36 15-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.84 15-17 >625 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:251 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-6,6-8:2x4 DF 2400F 2.0E end verticals. 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`Except` WEBS 1 Row at midpt 7-14,9-11,5-15,3-18 6-14,10-11,6-15:2x4 DF No.1&Btr G,2-18:2x6 DF No.2 --- -cin OTHERS 2x4 DF No.t&Btr G MiTek recommends that Stabilizers and required crossss bracing i be installed during truss erection,in accordance with Stabilizer j REACTIONS. (lb/size) 11=1835/Mechanical,18=1938/0-5-8 Installation ankle. Max Hort 18=182(LC 12) Max Uplift11=-173(LC 13),18=-207(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-966/224,3-19=-848/240,3-4=-3054/362,4-5=-2904/386,5-20=2450/369, 20-21=-2377/379,6-21=-2355/395,6-22=-2343/396,22-23=-2365/380,7-23=-2447/370, 7-8=-2835/405,8-9=-2985/381,9-24=438/162,10-24=-565/148,2-18=-742/249, 10-11=429/153 BOT CHORD 17-18=-350/2697,17-25=235/2347,16-25=-235/2347,16-26=-235/2347, 15-26=-235/2347,15-27=-65/1793,27-28=-65/1793,14-28=65/1793,14-29=-162/2331, 13-29=-162/2331,13-30=-162/2331,12-30=-162/2331,11-12=-229/2622 WEBS 6-14=-157/1020,7-14=-802/280,7-12=-107/466,9-11=-2661/179,6-15=-160/1037, 5-15=-816/282,5-17=-109/530,3-18=-2356/131 Noyes- `t�?, PRO�Fsd' 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� NGI NE9 �Q (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) �� 2 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 89200 P E 9V` 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 3)Unbalanced snow loads have been considered for this design. _ �� 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs O .. OREGON �!C non-concurrent with other live loads. y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L. >,5 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 �O '9Y 14 20°' —r fit between the bottom chord and any other members,with BCDL=10.0psf. e". 7)A plate rating reduction of 20%has been applied for the green lumber members. MFR R I�-t' 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=173, 18=207. doAtinue ortgidli �tec9breaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 2131/2017 P 9 July 7,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 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 bur a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members ony.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 Klu Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 9 � � 22314. Corona,CA 92880 Job Truss Type yp Truss e Qty iPly I Mission Homes MM6 IB1702291 I,A06 K3409063 COMMON 1 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - ...-- - 7 --- 7 - --- 7.640 sSep 29 2015 MiTek Industries, 2 Inc. Fri Jul 07 10:17:33 2017 Page 2 I D:LmjNbD5W82urkH72J_x181yy7iF-oay9ohJfzjgJ1 b86QQtQCvwOE8N5gjT1 eysgXJz_Tfw 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10Po3/2015 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 end to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component . 250 KlugCircle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r r 'Job Truss Truss Type IQty IPly Mission Homes MM6 K3409064 B1702291 IA07 ,COMMON 5 1 IJob Reference(optional)- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:35 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-Iy3wDMLvVK41 Gul UXrwuHKOgsy4y8e9K5GLncBz_TfU 113'01. _-_L-5-0 ;_. ..__ 14-144._... . I 22-3-0 i -. I - _ Tat -_.._29'8-4 �--.. 1-4-0 7-5-0 7-5-0 7-5-0 7-5-0 7-5-0 - 1 - -5 0 1-4-09 Scale=1:80.6 5x6 -- 6.00 12 6 3.4% 22 23 3x4 5 21 247 3x8 N 1r1 3x88 4X6 i 4., .. 4X6 3 20 „i8x8 -- �.^ 26\ 8 2j10 1 t c1/ ____ _- Ii�� ___ 5 _ - [1- ' __ -_ _ _ _ - \ ocam . 19 18 26 17 27 16 28 29 15 30 14 31 13 12 3x4`- 5x10 WB 4x4=. 4x4 5x10 WB 3x4 1__ er3,15 , -..-. 18-1-13 i _. 26-4-3 _- .. _36,24 -_- 49-6A_ 1 _-_�-3-15 __--3-9-14 _.____ __._ 8-2-6 _..._ 9-9-14 ---_8-3-15 Plate Offsets-(X Y)- j2:0-2-12 0_2-41(10:0-2-12 0-2-41,115:0-1-12,0-2-0],j16:0-1-120-2-_ LOADING(psf)550 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.36 16-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.85 13-15 >620 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.19 12 n/a n/a Code IBC2012/TP12007 (Matrix-S) Weight:255 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,8-11:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 7-15,5-16,3-19,9-12 WEBS 2x4 DF Std G*Except* ds that required br. MiTek recommends that Stabilizers and equicross bracing 6-15,6-16:2x4 DF No.1&Btr G,2-19,10-12:2x6 OF No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 DF No.1&Btr G Installation guide. REACTIONS. (lb/size) 19=1950/0-5-8,12=1950/0-5-8 Max Horz 19=168(LC 12) Max Upliftl9=-207(LC 12),12=-207(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-20=-1044/193,3-20=-927/209,3-4=-3075/360,4-5=2995/385,5-21=-2485/366, 21-22=-2468/377,6-22=2383/394,6-23=-2383/394,23-24=-2468/377,7-24=-2485/366, 7-8=-2995/385,8-9=-3075/360,9-25=-927/208,10-25=1044/192,2-19=-776/237, 10-12=-776/237 BOT CHORD 18-19=-341/2717,18-26=-217/2361,17-26=-217/2361,1747=-217/2361, 16-27=-217/2361,16-28=53/1817,28-29=-53/1817,15-29=53/1817,15-30=-111/2361, 14-30=-111/2361,14-31=-111/2361,13-31=-111/2361,12-13=-173/2717 WEBS 6-15=163/1056,7-15=-830/282,7-13=-115/535,6-16=-163/1056,5-16=-830/282, 5-18=115/535,3-19=-2301/156,9-12=-2301/156 NOTES- ��E G PN E Ore, Fss/ 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS �� N FR (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-6,Interior(1)3-1-6 to 17-9-10,Exterior(2)17-9-10 to 22-3-0,Interior(1) ,� 2"9 26-8-6 to 41-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 89200PE 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 / 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �r non concurrent with other live loads. • OREGON 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 74. 20, 1), 1i A, 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 /O 1l• 14 2V: Pr fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. FR R I L\- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=207, 12=207. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum EXPIRES: 12/31/2017 sheetrock be applied directly to the bottom chord. Continued on page 2 July 7,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI57473 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 Mil' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing B I,Te L" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fYf 1 R 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 II Safety Information available born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Homes Truss Truss Type Qty Ply Ho Mission mes MM6 I._. K3409064' 81702291 A07 COMMON , R nce ID:LmjNbD5W8.64 Job p 292015 hong 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 2015 MiTek Industries,Inc. Fri Jul 07 10:17:35 2017 Page 2 H72J_x181yy7iF-Iy3wDMLvVK41 Gul UXrwuHKOgsy4y8e9K5GLncl3z_TfU 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 Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not Nut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' i is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 1 Job Truss Truss Type qty [Ply I Mission Homes MM6 1 K3409065 iB1702291 A08 jGABLE 1 ` 1 . ---- --. _. . -.... i iJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:37 2017 Page 1 I D:Lmj N bD5 W82urkH72J_xl8lyy7i F-hLBge2M 90y KI WCStfGyM M I5E BIxKciOdZZqug4z_TfS 11_-41Z -..._._ _..._. 22 4. - _._. - _.....- -_--. 446-0 -__- _4p�10-P 1-4-0 22-3-0 22-3-0 1-4-0 Scale=1:82.0 5x6= 6.00 12 19 20 21 Sheet Front SHEATHING SHOWN IS NOT Full Sheathing 18 �4%, 23 PART OF COMPONENT DESIGN 1 Ply. ,5 101014,k I`�♦14 .��i,/ 11 r/`►:725 1// / jI A� 26 ''.1 3x6 i " 12ri3 j�,•,,,,/j0 I/p......A.7 283�t6� 29_, 8 9 ,,, 4,, ,00001,,.. ...,I X30 31 VAAP101� A4,44)0,' I� �I�iPPAI32 33IIA�Ie� /II Ar . 34 4 / rOtA101r0A101,A101errj4041,41,100/04141r,94);e II �/ 153 / �� 6072 '4I 381If 39'.I � � � � 1L� .r:. YL/ ��II�7l� IOC 7675 74 73 72 71 70 69 68 67 66 64 63 62 61 60 59 58 57 56 55 54 53 52 50 49 48 47 46 45 44 43 42 4140 3x8 II 65 3x6 - 51 3x8 i'1 3x6 i. 44, 0 _.._ _.. 44, 4 Plate Offsets(X,Y), [10:0-2-10 Edge],-[30 0-2-10 Edge].[40:0-4-8,0-1,61,[76:0-44,0-1-8]T 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 0.19 Vert(LL) 0.00 39 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 38 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 40 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:402 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-10,30-39:2x4 DF No.1&Btr G end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 DF No.2 WEBS 1 Row at midpt 20-58,19-59,18-60,17-61,16-62,15-63, OTHERS 2x4 DF Std G*Except* 21-57,22-56,23-55,24-54,25-53 MiTek recommends 20-58,19-59,18-60,21-57,22-56:2x4 DF No.1&Btr G r-_-_ that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 44-6-0. (Ib)- Max Horz 76=168(LC 12) Max Uplift All uplift 100 lb or less at joint(s)76,40,59,60,61,62,63,64,66, 67,68,69,70,71,72,73,74,56,55,54,53,52,50,49,48,47,46,45, 44,43,42 except 75=-179(LC 18),41=179(LC 18) Max Gray All reactions 250 lb or less at joint(s)58,59,60,61,62,63,64,66, 67,68,69,70,71,72,73,74,75,57,56,55,54,53,52,50,49,48,47, 46,45,44,43,42,41 except 76=375(LC 18),40=375(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-78=-76/254,17-18=-91/293,18-19=102/343,19-20=-105/365,20-21=-105/365, 21-22=-102/343,22-23=-91/293,23-79=-76/254,2-76=-309/69,38-40=-309/55 NOTES- Q,ED P R OFF 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �<° G]NE siS', (envelope)gable end zone and C-C Comer(3)-1-4-0 to 3-1-6,Exterior(2)3-1-6 to 17-9-10,Comer(3)17-9-10 to 22-3-0,Exterior(2) �\ N Fig Q2 26-8-6 to 41-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber (V -9 DOL=1.60 plate grip DOL=1.60 ICC89200PE r 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 11;Exp B;Fully Exp.;Ct=1 ` I 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -y OREGON 44 non-concurrent with other live loads. ` 47 ,S1 IX 6)All plates are 2x4 MT20 unless otherwise indicated. <Q 14 Z° Q'r 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). M"fR R i IA- 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2017 Condit be t onepegb e bottom chord and any other members. July 7,2017 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��a a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 bradng of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 1 Truss Type lOty Ply Mission Homes MM6 K3409065 :81702291 A08 GABLE 1 1 1 - n- - _-_ _.. ID:LmjNbD5W7.640sS Referp292nce( onal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:37 2017 Page 2 H72J_x181 yy7i F-hLBge2M90yKl WCStfGyM M I5E BlxKciOdZZqug4z_TfS NOTES- 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)76,40,59,60,61,62,63,64,66,67,68,69,70,71,72,73, 74,56,55,54,53,52,50,49,48,47,46,45,44,43,42 except(jt=lb)75=179,41=179. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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 MI11 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IMITek' �' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 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 HomomesMM6M6 - - 81702291 001 GABLE 1 K3409066 --- --- ---- - - - --.i ID:L 1 3 .Job Referent optiong_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:17:43 20177 Page agg e 1 mjNbD5 W82urkH72J_x181yy7iF-W Vyxv5Rwco5uE7v1?W3mcOL9VApROEkVxVHCukz_TfM 276-0 30-0-0 1-0-02-1-9 } 10-0-0 .. 15-0-0 I -.. 20-0-0 }.22s1z { 2So-0 X26-9-14 - 96-0-r- 30 2-1-9 2-10-7 5-0.0 5-0.0 5-0-0- 2-5-12 2-6-4 '1-9-144 e-2 16-0 SHEATHING SHOWN IS NOT 5x12 MT18H I! two Scale=1:79.4 PART OF COMPONENT DESIGN 13 Sheet Front )2•71114„` 14 Full Sheathing or ♦ 15 1 Ply. 30 8 ;,/ �p,.. 4x8�� 8.00 172 1Iv♦ 16 'Ai*;♦♦♦ i. 3x4 3x46 i 7 17 :,,,1:010S•40, 0 'jf. o #% ♦ 3x8 Q5x6 5 '�� N/ rOp,' '% /,Is� ♦♦ :'19 \ / r� S•s 20 �' ��':��- /�7I� v.��;r, 'r�' I' ♦ 4x6 ,,,... tio 0011` ......4, 21 q 1 �� mss/' �n�4�i �4*O f/j ` Ol o d 29 54 55 28 27 56 57 58 59 26 60 25 61 24 62 63 23 64 3x6 I I 3x6 I 12x12 10x10 - 22 65•• 3x8 II • 7x14 MT18H- 12x12 9x12 MT18H 9x12 MT18H 3x6 10x10 3x6 II 8x12 9x16 MT18H 3x8 'I! 6x8 27-6-0 30-0-0 22--11--9.9 5-0.02-10-7 {_- 10-0-0 I--.-. 15-0-0 20-0-0 25-00... ,26-9-14 t 36-64! { 5-0-0 5-0-0 _- 5-0-0 5-0-0 1 1-9-14 032 1-6-0 1-0-0_. Plate Offsets(X,Y)-- [2:0-1-6,0-2-2],[3:0-2-0,0-3-4],[6:0-1-12,0-1-8],[9:0-2-12,0-1-8],[17:0-2-8,0-1-8],[19:0-2-12,0-1-8],[21:0-0-1,0-2-2],[22:1-2-5,0-0-12],[23:0-3-9,0-7-12], j24:0-6 0,0-7-8] [26:0-3-4 0-4 8],j28:0-3-9 0-6-4]129 0-6-0 0-1-6),j_30 0 5-0,0-2 j310-3-4 0-2-4],[31:0-0-12,0-10-0],[50:0-2 0,0-0-12],j52:0-2-0 0-0-12] TCLL OADING(Ps25 0 SPACING- 2-0-0 CSI. , DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.21 24-26 >999 240 1 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(TL) -0.49 24-26 >726 180 MT18H 220/195 BCLL 0.0 ' Rep Stress InaYES WB 0.88 Horz(TL) 0.17 21 n/a n/a Code IBC2012/TPI2007 BCDL 20.0 (Matrix ) Weight:1078 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD 2x8 DF SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 21-26:2x10 DF SS JOINTS 1 Brace at Jt(s):30,31,24,23,32,33,35,38,42,43,50,51 WEBS 2x4 DF Std G*Except* 13-26,17-24,24-30:2x4 DF No.1&Btr G,4-30,18-33,33-34:2x6 DF No.2 OTHERS 2x4 DF Std G WEDGE Left:2x8 SP No.2 REACTIONS. (Ib/size) 21=14280/0-5-8,2=14226/0-5-8 Max Horz 2=222(LC 55) Max Uplift2l=-2956(LC 33),2=-2974(LC 30) Max Gray 21=14726(LC 20),2=14767(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-22241/4322,3-4=-20918/4181,4-5=-17704/3714,5-6=-17263/3403, 6-7=-17232/3204,7-8=-17016/2896,8-9=-16682/2689,9-10=-12427/2058, 10-11=-12147/1840,11-12=-12411/1641,12-13=-12007/1415,13-14=-12445/1735, 14-15=-12743/1970,15-16=-12651/2173,16-17=-12777/2348,17-18=-19287/3463, 18-19=-19882/3902,19-20=-24417/4782,20-21=-21530/4394 BOT CHORD 2-29=3318/16311,29-54=-2936/16097,54-55=-2743/15707,55-56=-2443/15707, ckED PROFF 28-56=-2057/15707,27-28=-2559/15914,27-57=-2345/15914,57-58=-2045/15914 58-59=-2045/15914,26-59=-1828/15914,26-60=-1644/13457,25-60=-1905/13964,, 5-60=1 05/13964; \�j��G NGI NEER s/� 25-61=-1923/14147,24-61=-2305/14147,24-62=-3094/19715,62-63=-3394/19882, 23-63=-3460/19931,23 64=-2832/16302,22-64=-3050/16232,22-65=-3010/16018, 2'� 21-65=-3244/15955 2 89200PE WEBS 26-30=-503/4464,13-30=-1540/13000,3-29=-444/4267,3-28=-699/2396,4-47=-3849/484, 32-47=-3849/484,32-45=-3849/484,43-45=-3849/484,31-43=-3849/484, --01141111 :-"--- 31-40=-1276/364,38-40=-1276/364,36-38=-1276/364,30-36=-1273/363, ,.� •02P. : 28-31=-637/5946,26-31=1407/241,24-33=-909/8539,17-33=-905/8342, SC' 19-24=-4173/509,19-23=448/4625,9-39=4254/602,37-39=4468/629,35-37=-4476/633, -y OREGON 30-35=-4152/591,9-31=-584/4691,31-41=-251/241,6-32=-261/94,20-22=-1663/509, G/ �.9 0 44./ 20-23=-1053/4717,20-23=-1053/4717,30-48=-212/1530,34-48=229/1755,24-34=-253/2110, Y 14 `Z Q+ 30-49=-7897/995,49-51=7450/922,51-53=-7333/904,17-53=-7067/880,18-33=-469/88, 4IR R I LA- 34-50=-570/99,50-52=454/69,33-52=-625/85,12-35=-81/652,11-37=-570/113, 37-38=-559/107,10-39=-49/440,39-40=-89/752,5-47=-55/274,14-49=-68/461, 48-49=-126/1072,15-51=-375/80,52-53=-32/308 EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI47473 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 appficaltty of design parameters and properly incorporate this design into 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 Mel(' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92680 Job Truss Truss Type 1Qty 'Ply 1 Mission Homes MM6 B1702291 ,601 :':GABLE 1 K3409066 Refer Truss, mjNbD5W82urk64 s S 2920coptenn Pro-Build Beaverton TBeaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:43 2017 Page 2 J_x181yy7i F-wVYxv5Rwco5u E7v1?W3mcOL9VApROEkVxVHCukz_TfM NOTES- 1)3-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc,2x10-3 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)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. 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)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. 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=2956,2=2974. 14)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. 15)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)15 lb down and 18 lb up at 2-0-12,1795 lb down and 213 lb up at 2-0-12, 13 lb down and 10 lb up at 4-0-12,1795 lb down and 213 lb up at 4-0-12,13 lb down and 10 lb up at 6-0-12,1795 lb down and 213 lb up at 6-0-12,13 lb down and 10 lb up at 8-0-12,1795 lb down and 213 lb up at 8-0-12,13 lb down and 10 lb up at 10-0-12,1795 lb down and 213 lb up at 10-0-12,13 lb down and 10 lb up at 12-0-12,1795 lb down and 213 lb up at 12-0-12,13 lb down and 10 lb up at 14-0-12,1803 lb down and 209 lb up at 14-0-12,172 lb down and 95 lb up at 14-10-12,1803 lb down and 209 lb up at 16-0-12,1798 lb down and 214 lb up at 18-0-12,1798 lb down and 214 lb up at 20-0-12,1798 lb down and 214 lb up at 22-0-12,1798 lb down and 214 lb up at 24-0-12,and 1825 lb down and 205 lb up at 26-0-12,and 1795 lb down and 213 lb up at 28-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-64,13-21=-64,2-21=-40 Concentrated Loads(Ib) Vert:26=172(F)29=1792(F=3,B=-1795)24=1798(B)54=-1795(F=0,B=-1795)55=-1795(F=0,B=-1795)56=-1795(F=0,B=-1795)57=-1795(F=0,B=-1795) 58=-1795(F=0,6=-1795)59=-1802(F=0,6=-1803)60=-1803(8)61=-1798(B)62=-1798(B)63=-1798(B)64=-1825(B)65=-1795(6) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,not letit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY�\ k A'1 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job !Truss Truss Type `Qty Ply Mission Homes MM6 B1702291 IC01 GABLE I1 1 ; R ce ID:Lm'NbD5W7.640 s S 29r2015 tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:44 2017 Page 1 j H72J_x181yy7iF-_h6K6RRYN5DIsHUDZEa?BDuSHaKllu fA911QAz TfL 1--Q_0 _.. 7363_.__. {.. __. — 15-0-8 ____. f_16-0-8. — - 1-0-0 7-6-4 7-6-4 1-0-0 ' 4x4 - Scale=1:35.5 7 Sheet Front ►� SHEATHING SHOWN IS NOT Full Sheathing �j�+�.... e PART OF COMPONENT DESIGN 1 Ply. ,%i 6 8.00 112 h��,,i•i� 0.6 m' -i#40,freg//, 4 /�� ..s04x6 ',y4x6 iI/I,, 11„ �� er 00e,/,,,,, ,, Agigl 14/I Ar4 40011 12 13 ' 2A7104/4,0 '1' AO. All jr.Ai:AI°• 40 40 itioidttiN ; 3x6 II 22 21 20 19 18 17 16 15 14 3x6 I! 15-0-8 _.- 15-0-8 _ - __. __.__.. Plate Offsets(X Y --j2:0-1 90-0-31,(3 0-1-14 0-2-A1,j11:0-1-14 0-2 x,[12:0-1-9 0-1-X LOADING(psf) 7 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 0.08 Vert(LL) 0.00 12 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 12 n/r 120 BCLL 0.0 * Rep Stress Ina- YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:97 lb FT=10% 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. OTHERS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-6-3,Right 2x4 DF Std-G 2-6-3 REACTIONS. All bearings 15-0-8. (Ib)- Max Horz 2=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,19,20,21,22,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,18,19,20,21,22,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-2-4,Exterior(2)2-2-4 to 4-6-4,Comer(3)4-6-4 to 7-6-4,Exterior(2)10-6-4 to 12-10-4 zone;cantilever 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 ll;Exp B;Fully Exp.;Ct=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 ��0 P R a��ss non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. .. ANG N `C9 /�2 7)Gable studs spaced at 1-4-0 oc. �� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d 89200P E 9t' 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. /�I 11)Pro 11de1mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,19,20,21,22,17,4. O 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'yL OREGONt. A,[(/ <0 A-'_/y 14 `-°'\ - ' R R I Lk- EXPIRES: 12/31/2017 July 7,2017 1' ®WARNING-Verity 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 MB° 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 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 bracingof trusses and truss systems,see ry Y ANSI/TPN Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle `I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. corona,CA 92880 Job Truss Truss Type Qty FPly I Mission Homes MM6 B1702291 CO2 I,Roof Special 11 1 K3409068 --_ i __— ---. l I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:44 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-_h6K6RRYN5DIsHUDZEa?8DuPsaGglgFfA91IQAz TfL 9 A--0 f-- 20,0 ;4-0 7744 __. -... I --- --- _._12-6 —_-- 11,r0Al 15-0-9 _ 1164$j — 1-0-0 2-0-0 O-6-0 5-0-4 5-0-4 0-6-0 2-0-0 1-0-0 4x4 Scale=1:35.7 4 8.00112 1301 14 ej 3x4 i 3x4 3 5 v Y v4411,4s 9 10 PIO 12 11 4x8 9 O. 6x8 G 4512 8 6x8 Q 4x12 11 i ...2-0-4 _ ?_4,0 _ 7-61 I _. 12-6-8 133,0 .1848 _I 2 0-6 04.0 _... Q-4 5-0-4 0-6-0 __2r0-0 Plate Offsets KY), [2.0-2-2,0-3O],[3:0-1-12,(1-1-6],15;0-1-12,0,1-n f6:0-24,0-3 0],(8:0-8-15 0-0-x,112:0-8-15,0-0-1]- 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 0.29 Vert(LL) -0.03 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.08 8-10 >999 180 BCLL 0.0 Rep Stress Inca" YES WB 0.28 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. BOT CHORD 2x8 DF SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 DF No.1&Btr G 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=691/0-5-8,6=691/0-5-8 Max Horz 2=120(LC 8) Max Uplift2=-77(LC 10),6=-77(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1194/104,3-13=-682/76,4-13=-563/87,4-14=-563/87,5-14=-682/76, 5-6=1194/69 BOT CHORD 2-12=162/964,11-12=-172/916,10-11=168/945,9-10=-62/924,8-9=-69/895, 6-8=-53/941 WEBS 4-10=0/354,5-10=480/170,3-10=-499/188,5-8=0/343,3-12=0/343 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 1-10-4,Interior(1)1-10-4 to 4-6-4,Exterior(2)4-6-4 to 7-6-4,Interior(1)10-6-4 to 13-0-8 zone;cantilever 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 t s,v) P R OFFS 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 „., 0 0NG[NEAc9 S� non-concurrent with other live loads. 02 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 ' . 89200 P E. 9r fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . AP , tr y42.0-‘1.1;,- ,�O" ON Ix k, 2O ;9 - 14 V\ - P MFRRI0- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. �� ar 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 IMiTeIC is always required for stability and to prevent collapse 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 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I 'Job Truss Truss Type Qty :Ply Mission Homes MM6 K3409069, B1702291 CO3 --- I Roof Special 1 - -�. Job Reference(optional) _ - --- I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:45 2017 Page 1 I D:LmjNbD5W82urkH72J_xl8lyy7iF-StgiKnSA8PLcTR3P7x5EhRQal_boUFmoOpmJycz_TfK ---_ 2-0-0 -6-0. Z{3_ _ l __t2- 8 S- _-. _-__ 30x..__ L508_ _j.1Sz-0 -_I 2-0-0 (t-6-0 5-0-4 5-0-4 0-6-o 2-0-0 1-0-0 4x4 - Scale=1:35.3 3 IIIIIIIIIIIIIII 8.00 1,12!1 13 14 c. 12 vi 3x4<i 3x4 Q 4 2 fib �1 1 _.. ,{ I --_ 5 'v do s I,q,�Ia 11 10 4x8 8 7 6x8 6x8 4x12 4x12 2-0-0 2 0 _ 7-6-4 1 _ 12.6.8 13.0-f 15-0-8 I 2-0-0 4-0-0_ 5-0-4 0 294 Plate Offsets(X.Y)— 11:Edge 0-4-00,12_0-1 12 0-1-8),(4:001-12,0-1-8],j5:Ed7c e,0-4-0],17:0-9-4,0-2-0],111:0-9 1,0-2-0] LOADING(psf) - ---- -- _ (I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 9-11 >999 240 MT20 220/195 (Roof Snow 25.0) I Lumber DOL 1.15 BC 0.27 Vert(TL) -0.08 9-11 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.33 Horz(TL) 0.04 5 n/a n/a BCLL 0.0` i Code IBC2012/TPI2007 ! Weight:85 lb FT=10% Matrix BCDL 10.0 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x8 DF SS*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5:2x4 DF No.1&Btr G r MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer Installationuide. REACTIONS. (lb/size) 1=616/Mechanical,5=701/0-5-8 Max Horz 1=117(LC 6) Max Uplift1=53(LC 10),5=-77(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1304/132,2-12=-701/75,12-13=-606/84,3-13=-583/96,3-14=-583/96, 4-14=-701/85,4-5=-1212/77 BOT CHORD 1-11=-184/1064,10-11=-189/1010,9-10=-186/1042,8-9=-63/936,7-8=-70/908, 5-7=-54/954 WEBS 3-9=0/365,4-9=-477/170,2-9=-583/203,4-7=0/344,2-11=0/345 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 4-6-4,Exterior(2)4-6-4 to 7-6-4,Interior(1)10-6-4 to 13-0-8 zone;cantilever 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 ��D P R OF�s 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 Ca ‘AGI N E s/ non-concurrent with other live loads. C?\ �. FR 02 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 89200 P E 9t' A etween thebottom chord and any othermembers. 6)A plate rating reduction off 20%has beeen applied for the green lumber members. 41111P/� 7)Refer to girder(s)for truss to truss connections. vr'• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. if 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. fsL „OREGON� 4(/ '9Y 14 2° }� RP /0 MER R I IA- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/07/2015 BEFORE USE. me Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notidt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITAk• 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/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ;Job Truss Truss Type Qty 'Ply f Mission Homes MM6 B1702291 'DO1 IGABLE K3409070J' 7.640 s Se29 2015 l IID:LmjNbD5W82urkH72J x81yy7i w4E4X7TupvjTTSbechfcTDezlIN10DmaxdTWsV3z_T fJ - -_-- _ --- --- -- __Job Reference o tion! Tek stries,Inc. Fri Jul 07 :17:46 2017 Pro-Build Beaverton Truss, Beaverton,OR 97005 149 I- 3-4-0._... i 19-8 0 1 11 i 1-0-0 5-4-0 - ___.. -_.._ - -. - 9-8 5-4-0 0-9-8 4x4-- Scale=1:25.1 3 SHEATHING SHOWN IS NOT Sheet Front PART OF COMPONENT DESIGN 0,. ..,0, Full Sheathing ,�- 1 Ply. �,,, 8.00,12 ,, I0: 20 , foo. -11 o1 2 ,,,, �„44 ,‘A ,,,4 1et 8 Allka 3x4 i 3x4 53-010.8-0 -4=0_ _.. 5-49 i Plate OffsetsjX Y)- 12:0-2-0,0-1-8].j4:0-2-0,0-1,81 LOADING(psf) ' TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.05 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=10% 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 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide.___ REACTIONS. (lb/size) 2=510/0-3-8,4=494/0-3-8 Max Holz 2=88(LC 9) Max Uplift2=-62(LC 10),4=-57(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=515/56,19-20=-435/57,3-20=-406/69,3-4=-514/68 BOT CHORD 2-6=0/333,4-6=0/333 WEBS 3-6=0/251 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-0,Exterior(2)2-4-0 to 5-4-0 zone;cantilever 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 �� D P R 9%FS 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 E F non concurrent with other live loads. \� -VI �NE- s/O 5)All plates are 2x4 MT20 unless otherwise indicated. 2 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. 89200 P E "9r 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 '•-..r:.• fit between the bottom chord and any other members. 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)2,4. I41111 . e� Q 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 174... OREGO4N A. /O -9Y 14 201 # MFR R 10- RP' 12131/2017 July 7,2017 1 WARNING-Verifydesign sa.� g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 51/1-7471 rev.10/01/2015 BEFORE USE. Design veld for use only with MiTeli®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters end properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection end 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 I Job Truss I Truss Type 'Qty I Ply iMission Homes MM6 I �B1702291D02 ,Common f;3 1 IK34090711i o ZoJob Referencejnal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:46 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-w4E4X7TpvjTTSbeohfcTDezlmNzCDmAxdTWsV3z TfJ -AA) 5-4_ I 9,11,6 4x4-- Scale=1:27.2 3 8.00 112 8 `h 7 3x4 Q 4 2 c? Vt a ®I 6 4x4=- 3x4 ".%;" 5 2x4 'J 318 .0 i _9-11-S l I SAS r. _- 4-7-8 Plate Offsets(x Y_ 12:0-2 -1-(31,Ia:0-1-12,0-1A]_ LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(11) -0.06 2-6 >999 180 BCDL 0.0 •' Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:43 lb FT=10% 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 Ibe installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 2=484/0-3-8,5=402/Mechanical Max Horz 2=83(LC 7) Max Uplift2=-60(LC 10),5=31(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-457/47,7-8=-377/49,3-8=-348/60,3-4=-407/59,4-5=-374/83 BOT CHORD 2-6=-2/286 WEBS 4-6=-2/289 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-0,Exterior(2)2-4-0 to 5-4-0 zone;cantilever 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 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 �� P R OfiFtS non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. Co'` G E', .„,„ 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 c l�,N I N s0 fit between the bottom chord and any other members. 444 -S7 6)A plate rating reduction of 20%has been applied for the green lumber members. Ct. 89200 P E r 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)2,5. / /�' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `I 4f OREGON �(v� Ix <O .44' 14 2-°\ 4 MFR R 11-\- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M167473 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 MiTek' AIT®1.R' is always required for stability and to prevent collapse 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/TPIM 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 Ply Mission Homes MM6 K3409072 B1702291 i E01 ;CALIFORNIA GIRDER 1 1 I , Job Reference_optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:47 2017 Page 1 ID:LmjNbD5W82urkH72J_x18Iyy7iFOGoSITURgObKjkDoEM7imsWggnEVyB85s7FP1Vz Tfl I '1-46 1 5-3-1- 5-10-15 8-94 r 10-1-1 10-8-1. 16-9 i 17,04 1 - 1-0-0 5-3-1 0-7-14 2-1-1 2-1-1 0-7-14 5-3-1 1-0-0 Scale=1:30.6 3.00 12 4x12 4x12 3x4 -- 3 0 _.. ›..<._ 4 ><1 11, --iftiluip 1 7 o O ® o 12 13 93x4 -14 15 16 8 17 18 4x8 4x8 3x4 -- _. 53-1. _. _89-0 --_1 _19-8.15. 16-0-9--- 5- _ 2-8-1.5 2-$14 1 Plate sets(X Yk 12:0-3-4,0-0-3116:0-34,0-0-31 LOADING(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 0.70 Vert(LL) -0.26 8-9 >716 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.55 8-9 >340 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins,except BOT CHORD 2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-9-8 max.):3-5. 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 tnstallationguide. REACTIONS. (lb/size) 2=1290/0-5-8,6=1290/0-5-8 Max Horz 2=22(LC 6) Max Uplift2=205(LC 6),6=-205(LC 7) Max Gray 2=1505(LC 30),6=1505(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4662/594,3-10=-4429/597,4-10=4429/597,4-11=4429/597,5-11=-4429/597, 5-6=-4662/594 BOT CHORD 2-12=-566/4488,12-13=-566/4488,9-13=-566/4488,9-14=-789/5039,14-15=-789/5039, 15-16=-789/5039,8-16=-789/5039,8-17=-546/4488,17-18=-546/4488,6-18=-546/4488 WEBS 3-9=0/474,4-9=-780/298,5-8=0/474,4-8=-780/298 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��ED PROFFS 3)Unbalanced snow loads have been considered for this design. lr 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \5 �,NG I NECq ��4,- non-concurrent non concurrent with other live loads. 9 5)Provide adequate drainage to prevent water ponding. :9200 P E 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=205, yG OREGON X4/4 6=205. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ?O '9 4 20\ P+ 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)444 lb down and 205 lb up at 4C R�R I LA- 9 5-11-13,and 229 lb down and 108 lb up at 8-0-0,and 444 lb down and 205 lb up at 10-0-3 on top chord,and 77 lb down at 2-5-12,74 lb down at 4-0-12,74 lb down at 6-0-12,74 lb down at 8-0-0,74 lb down at 9-11-4,and 74 lb down at 11-11-4,and 77 lb down at 13-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 d In thee LOAADgCCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. ' IDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M11" 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 MIT®k' is always required for stabilty 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/TPM 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 r Mission Homes MM6 j 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:47 2017 Page B1702291 E01 CALIFORNIA GIRDER 1 1 i Job Reference o tional Pro-Build Beaverton Truss, Beaverton,OR 97005 2 ID:LmjNbD5W82urkH72J_x181yy7iF-OGoSITURgObKjkDoEM7imsWggnEVyB85s7FP1V zTfl 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=-64,5-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-164 10=-345(B)11=-345(B)12=-38(B)13=-37(B)14=-37(B)15=-37(B)16=-37(B)17=-37(B)18=-38(B) 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 Mile a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MiTek. I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,dekvery,erection and bradng of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IJob ',Truss Truss Type 1,Qty Ply -I Mission Homes MM6 K3409073 'B1702291 E02 ICOMMON 1 I 1 II I Job Reference(option j Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:48 2017 Page 1 I D:Lmj NbD5W82urkH72J_x181 yy7i F-sS MgypV3R Kj BKuo_o3ex132xi BY2hfKE5n?zzxz_TfH -1-0-4 _ _.. .- 8.0-g _ - I 16-0-0 _. ---.... 1 17-4-0 1 1-0-0 8-0-0 8-0-0 1-0-0 Scale=1:29.6 4x4 3.00 112 3 9 10 8 i 11 7 12 2 4 til 5 IA .111.; 6 3x8 = 2x4 11 3x8:= _.. --__ _ _. _-02_0-0_-_ -..{. -....... 16-0-0 _ -----. __- I 8-0-0 8-0-0 Plate Offsets_(X,Y)-- j2:0-1-6 Edd e],(4 0-1-6.Ecgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.15 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.36 2-6 >521 180 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 4 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:50 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. 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 - f MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=785/0-5-8,4=785/0-5-8 Max Horz 2=-32(LC 17) Max Uplift2=-138(LC 8),4=-138(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-1665/185,7-8=-1615/190,8-9=-1594/193,3-9=-1588/198,3-10=-1588/198, 10-11=-1594/193,11-12=-1615/190,4-12=-1665/185 BOT CHORD 2-6=-135/1543,4-6=-135/1543 WEBS 3-6=0/369 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-0,Exterior(2)5-0-0 to 8-0-0,Interior(1)11-0-0 to 14-0-0 zone;cantilever 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 ,..,?,0 � D P R Ores 3)Unbalanced snow loads have been considered for this design. F 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 6 non-concurrent with other live loads. \� fGNGI NEF9 fIv5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 40 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 :9200PEr 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)2=138, 4=138. . 411). P11.1- . 1::r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OREGON !(/ 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 160 lb up at L tij ,SIX A. 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. /O '9 y 20 14 i- ll)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,11)- RP MFRRIIA- LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 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 hut 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 IYI to R !jib Imo' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 J ty TTruss ;Job _.... Truss e _.. IReference Ply �—Mission JobsM6 _. . _ K34090731� B1702291 E02 _COMMON1 {o hona� Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:48 2017 Page 2 ID:LmjNbD5W82urkH72J x181yy7iF-sSMgypV3RKjBKuo_o3ex132xiBY2hfKE5n?zZxz_TfH LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-5=-64,2-4=-20 Concentrated Loads(Ib) Vert:3=-108(B) 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 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 MITeIC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 i !Job Truss Truss Type Qty Ply Mission Homes MM6 K3409074 61702291 IHRB01 ,,RAFTER 1 1 I Job Reference optional) , - - -- __-- -_--- - -�— -- -- i _--- -- 7.640 s-- ID:LmjNbD5W82urkH72J x81yy7 F 2015 ( Pro-Build Beaverton Truss, Beaverton,OR 97005fMiTek Industries,Inc.wD99VhCe2y2NBMnAFri Jul 07 ArHb eb1 QBuOJ2017 RkWSNz T fG 3-1-6 1-8-0 — 1-8-0 3-1-6 __... VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 3x4! Scale=1:14.5 LOADS IMPOSED BY SUPPORTS(BEARINGS). 3 I 6 t 3x4 i j ifty5.66112 • 5 3x6 11101 2 ao v 1 0 o1 1 4 I 341.2 _3-116 3-0-12_ 0-d-10 Plate Offsets 1X Y)- j2:0-2-12,0-1-81 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 0.16 Vert(LL) 0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) 0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins, except WEBS 2x6 DE No.2 end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 4=254/0-5-8,3=53/Mechanical Max Horz 4=65(LC 12) Max Uplift4=67(LC 12),3=-60(LC 13) Max Gray 4=259(LC 18),3=70(LC 39) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-259/153 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��E� P R()Fess fit between the bottom chord and any other members. CJ GI Ne 9 /O 6)A plate rating reduction of 20%has been applied for the green lumber members. �- N F 7)Refer to girder(s)for truss to truss connections. ?i 8)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity ‘c--. 89200P E c--- of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. / 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 52 lb up at 2-9-8, w and 63 lb down and 53 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. -y OREGON �4(/ 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0_ t. pr LOAD CASE(S) Standard /6 ,f�' 14 2P QT 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MFR R 11_\- Uniform Loads(plt) Vert:1-2=-64,2-3=-64 EXPIRES: 12/31/2017 July 7,2017 1 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. 1 imm Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not INIII a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty ,'Ply I Mission Homes MM6 1 B1702291 IHRE01 ICORNER RAFTER !2 1 K3409075 _._ l _.. f ! _lJobReference Optional) _.-1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:49 2017 Page 1 ID:ndfHm0v0G0466vtt7QzbzMyd_5g-KfwD99VhCer2y2NBMnAArHb73b1 tQ8uOJRkW5Nz_TfG I 144 1 X3-8 8-6-13 11-24 2-0-0 3-3-8 5-3-5 --_{_ 2-7-7 1 Scale=1:26.2 Special 2.12!r12 Special 5 v Special Special 4 rii Special 71 Special _0 3x4= 3x4 = 6 "5 3x6 11 3 =, a N N 2 IVO . A r ,c71 ■ '. 11114101. 3-3-8 _._ +--... __. _- _1114 - – - --. —_... -_ --- 7-10-12__.. Plat�ffsets(X Y) X2;0-2-7,Edael LTCLL OADING(psf)5 0 SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defi Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.37 2-4 >280 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.51 2-4 >201 180 BOLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=85/Mechanical,2=223/0-7-6,4=316/0-2-2 Max Horz 2=55(LC 6) Max Uplift5=33(LC 6),2=-128(LC 6),4=-136(LC 15) Max Gray 5=90(LC 16),2=224(LC 16),4=349(LC 17) 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)gable end zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)2=128 ��ED P R pFess 4=136. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. �G ANG I NEF-, /0 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� ?i 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 lb down and 14 lb up at 3-4-9, 89200 P E 9r 14 lb down and 14 lb up at 3-4-9,74 lb down and 40 lb up at 5-7-7,74 lb down and 40 lb up at 5-7-7,and 161 lb down and 75 lb up at r .. 8-5-6,and 57 lb down and 24 lb up at 11-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4111P ,-- . i 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1 4+ LOAD CASE(S) Standard 'y OREGON !v 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 G/6�'1 y 14 ,LO" 4 Uniform Loads(plf) p, Vert:1-5=-32 MFR R I L\- Concentrated Loads(Ib) Vert:5=-43(B)4=-112(B)6=-50(F=25,B=-25) EXPIRES: 12/31/2017 July 7,2017 AWARNING-Verify design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MS-7473 rev.10/07/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary end permanent bracing 1Tek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIffPII 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. Corona,CA 92880 r r ,Job [Truss Truss Type Qty Ply w �`Missn Homes M ) - - K3409076 l [81702291 IHRF01 !RAFTER i1 1 ` j--- -- -.__- - I _-.I Job Reference Optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.840 s Nov 10 2015 MiTek Industries,Inc.Fri Jul 07 10:15:11 2017 Page 1 ID:LmjNbD5W82urkH72J_xl8lyy7iF-?YWFUp1 vbBp8dUhhVDzy5t8Wd4n8usuOoxWfvtz_SpU _--..-.. -1-8-0 I - 1-5-8 I 2-8-7 1-8-0 1-5-8 1-2-15 3x4% Scale=1:14.5 4 1 I 1 5.66 112 ♦i o op 17" 0 3 4x12 - 2 '66. d dl40.. , 5 %14*1 v 0-2-12 2-8-7 i 0-2-12 - - 2-5-11 PlateOffseetttt(XY)— 1 0-5-8,Edge] 15:0-2-0,01-01 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 0.19 Vert(LL) -0.00 3 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) 0.00 3 >999 180 BCLTCDL L 0.0 7.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 5 n/a n/a Code IBC2012/TP12007 (Matrix BCDL 10.0 ) Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except WEBS 2x4 DF No.188tr G*Except* end verticals. 2-5:2x6 DF No.2 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) 4=36/Mechanical,5=251/0-5-8 Max Horz 4=58(LC 10) Max Uplift 4=-35(LC 8),5=-123(LC 10) Max Gray 4=51(LC 17),5=252(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. P R 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '\<(,��D OFFss capacity of bearing surface. �Co NG']NEF /O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 4 and 123 lb uplift at ,V' R 2 joint 5. 89200PE 9� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 71 lb up at 1-4-9,and 27 lb down and 39 lb up at 1-4-9 on top chord. The design/selection of such connection device(s)is the responsibility of `4,<9. others. . `— 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). mi 74. OREGON �1ft LOAD CASE(S) Standard /Q '9 y 14 201 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Vert:1-2=-64,2-4=-64 _'1)' Loads plf) FR R I Lk- Concentrated Loads(Ib) Vert:3=-7(B) EXPIRES: 12/31/2017 July 7,2017 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is for an individual building component,not 11111 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 Mills** 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 ANSITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r r Job Truss-- --...... Truss Te . on Homes MM6 1 16L 1702291 HRH01 CORNER RAFTER --- --- -- -- 1 1PIy _'1JOb'Reference(optional) -_--- K3409077 Pro-Build Beaverton Truss,Beaverton,OR 97005 - 7.840 s Nov 10 2015 MiTek Industries,Inc.Fri Jul 07 10:13:59 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-6iA1NBAkZ3IL_PBsH6g3AiACo3C101sQFk4rN2z Sqc -1-8-0 1-5-8 4-1-7 - 1-8-0 ---. . __ 1_5.8 __.. _ _ __ 1 2-7-15 3x4 i Scale=1:17.7 4 ; Irn 3x4% I 1v op 5.66 112 6 01 ri 4x12 - 3 N N 2 d o 1 • d - - 3x4 // 1\s.T 2-1 4-1-7 -- _ 6-2-12 _.. 3-10-11 I Plate Offsets Y)- j2;0 5-8,Ede] [5:0-2-0,0-7-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(a) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:191b FT=10% 20 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or4-1-7 oc purlins. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=162/Mechanical,5=275/0-5-8 Max Horz 4=80(LC 10) Max Uplift 4=-80(LC 11),5=-120(LC 10) Max Gray 4=173(LC 16),5=284(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-284/120 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 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. PR 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��ED OFFo. capacity of bearing surface. �c3 NG I N EF tv 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 4 and 120 lb uplift at �G' 9 �2 joint 5. 89200PE 9�' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 lb down and 37 lb up at 1-4-9,and 20 lb down and 37 lb up at 1-4-9,and 93 lb down and 80 lb up at 4-1-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. �' 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). C) Cr y A-OREGON to LOAD CASE(S) Standard L- "�7 NI)`OREGON 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O r 4 `LD ti.'/?,Loads(p=- MFR R ILA- Vert: 1-4=-64 Concentrated Loads(lb) Vert 4=-67(F) EXPIRES: 12/31/2017 July 7,2017 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 Mg a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIRA(' is always required for stability and to prevent collapse 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/7PM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available hom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I s Type Job Truss Truss Qty Ply 1 Mission Homes MM6 --- _--- K3409078 B1702291 JB01 ,JACK-OPEN GIRDER 11 1 Job Reference(opttional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:51 2017 Page 1 ID:LmjNbD5W82urkH72J xl81yy7iF-H11zagXxjF5mBMWZTCCewigfpOhZu2OgnIDdAGz TfE - { - I--. 09 __.{ _.. 1-10-15 --. 0-7-1 i, Scale=1:13.5 3 8.00 112 of 0 N 2 III gj I`1 I 1 ny\\} IT m LUS24 4 5 3x8 I. 1-19-15._ 2-6-0----i 1-19 ... _... _...- 0-7-1 Plate Offsets,(X_X 15:0-4-4,0-11.1 TCLL 2 LOADING(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 0.12 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) i Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std 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) 5=174/0-5-8,3=36/Mechanical,4=18/Mechanical Max Horz 5=59(LC 8) Max Uplift5=-13(LC 8),3=-31(LC 8) Max Gray 5=205(LC 14),3=40(LC 30),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 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 ��0 PR O��ss fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. SCO ANG I NEF-, /O 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)5,3. N., 2 '9 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. :9200P E r 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. ` j 11)Fill all nail holes where hanger is in contact with lumber. AP 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). - iii Q LOAD CASE(S) Standard -FL ,.ii,OREGON 1�(v 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /Q '9Y 14 rLQ'` \''#1s,41 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-5=-20 MFR R ILA- Concentrated Loads(Ib) Vert:6=-0(F) EXPIRES: 12/31/2017 July 7,2017 WARNING-Verify .. ! A design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIRPN 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 TypeY � QtY !Ply i Mission Homes MM6 I :B1702291 JB02 (JACK-OPEN 16 1 K3409079 ID:Lm' Lb Reference(optional 7 Pro-Build Beaverton Truss, Beaverton,OR 97005 - -- - - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:52 2017 Page 1 1NbD5w82urkH72J_x181yy7iF-IEbLoAYZUZDdpw511 vjtTvDgbolldVeq?PzAiiz_TfD 1 -1Q2-0-4 1-0-0 2-6-0 _. -..{ Scale=1:15.6 3 8.00 j12 N2 I 2 I IX< I ' • 4 5 3x8 I I 2-6-0 { Plate Offsets(X,Yl 15:0-4-40-1-8 24,9-1-81 -4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 VertLL 0.00 4-5 >999 240 MT20 220/195 TCDLSnow=25�o Lumber DOL 1.15 BC 0.12 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0- Code IBC2012/TPI2007 (Matrix) Weight:101b FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std 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 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=188/0-5-8,3=57/Mechanical,4=21/Mechanical Max Horz 5=72(LC 10) Max Uplift5=-13(LC 10),3=-42(LC 10) Max Gray 5=203(LC 16),3=60(LC 18),4=41(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 11;Exp B;Fully Exp.;Ct=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 nonconcun-ent 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 ��,D P R OFF fit between the bottom chord and any other members. �C.`-NG 1 NEER ts% 6)A plate rating reduction of 20%has been applied for the green lumber members. 2 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)5,3. CC 89200P E 9_ 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yG ,4 OREGON �lv/ 70 q y 14 Zp\ P..� ' ?RIL\ 8 EXPIRES: 12/31/2017 July 7,2017 �' A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not N�" I a truss system.Before use,the building designer must verify the apptcabiity of design parameters and properly incorporate this design into 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` �I fabrication,storage,detvery,erection and braang of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle I l- 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 i Mission Homes MM6 B1702291 J603 JACK-CLOSED GIRDER ,1 1 - 1�Job Reference(option* K3409080� Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:52 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-IEbLoAYZUZDdpW511 vjtTvDqYozXdVHq?PzAiiz_TfD A94. ,_ 2-6-0- _. ----- I 1-0-0 -_. 2-6-0 Scale=1:15.6 2x4 I I 4 3 8.00 112 2 1 /Ark v; 0 1 1 ' x .411 6 4x6 - 7 _._._.8 5 848 i LUS24 2-6-0 2-6-0 Plate Offsets(X,Y) j7:0-3-0k1-121 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 0.12 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.02 6-7 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 6 n/a n/a Code IBC2012/TP12007 (Matrix) Weight:15lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 7=662/0-5-8,6=212/Mechanical Max Horz 7=72(LC 8) Max Uplift7=-57(LC 8),6=-55(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 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. 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6. ,c.,Ep PROFF 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �(, tS 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 0-6-12 from the left end to connect �SjJ� �tJG]NE�cR `r/p truss(es)to back face of bottom chord. 2 11)Fill all nail holes where hanger is in contact with lumber. ,� 89200 P E 3i' 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ...----F /� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) • Vert:1-4=-64,5-7=-20 ,f OREGON lV Concentrated Loads(Ib) L/Q +gyp k Vert:8=602(B) AP" 14 2��P 4 MRRILA- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTekle connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' MiTeke is always required for stability and to prevent collapse with possible personal injury end property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Truss Truss Type 81b02291 JE01 IJACKAPEN GIRDER -_- iQty IPIy 1 Mission Homes MM6 K3409081 1 7 ! _.... Job Reference(optional) -..1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:53 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-DQ9j?WYCFsMURfgybdE6?71_BCAnMyuzE3ikF9z_TfC I -.._ -1.44__._. ! _ _...._ _. 23-11.. ! __ -- 6-00 .._-._ -._-. I 1-0-0 2-3-15 3-8-1 Scale=1:13.4 3.00[12 r 3 1 5 A 2 , o, /1, ' N ! 400 :.. 8 _. __ 7 4 LUS24 LUS24 2-3-3 2,41 09 ! 2,34 c4-.12 3-8-1 LOADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.20 2-4 >348 180 BCLL 0.0 Rep Stress Inc: NO WB 0.00 Horz(TL) -0.00 3 n/a n/a B_CDL 10.0 Code IBC2012/TP12007 (Matrix) L Weight:13 lb FT=10% 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 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 Installationguide_ REACTIONS. (lb/size) 3=41/Mechanical,2=226/0-5-8,4=58/Mechanical Max Horz 2=29(LC 6) Max Uplift3=-28(LC 16),2=-44(LC 6) Max Gray 3=44(LC 17),2=255(LC 16),4=117(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� D P R�FFS 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. '< s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �� 0NG(NE .R Wo1"10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 1-7-0 oc max.starting at 2-5-12 89200PE 9r from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. / /' 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). , OAP" LOAD CASE(S) Standard OREGON CVS 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 yL4q R A. Uniform Loads(plf) < y 2P\ �- Vert:1-3=-64,2-4=-20 Q 4 �P Concentrated Loads(Ib) MER R IL'- Vert:6=-1(B)7=-1(B) EXPIRES: 12/31/2017 July 7,2017 la 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ', " III a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ��®k• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type !Qty ,`Ply f Mission Homes MM6 K3409082 81702291 JE02 ;JACK-OPEN 2 1 !Job Reference(optional) 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:53 2017 Page 1 ID:LmjNbD5W82urkH72J x181yy7iF-DQ9j?WVCFsMURfgybdE6?71_1CCSMyuzE3ikF9z_TfC F 0-0 __. '_ 3-101 _ _. fr4� 100 --- 3-10-15 t-. __._..._.... - -___ _..., 2-1-1 Scale=1:13.4 3 I 3.00 112 .9112 5 2 Q rn 41100.3x4 q /�. �' ' I 6L 0 , 310-3 11115 1-0-0 i 3-(114 0- 72 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012/fP12007 (Matrix) r Wei ht:15 lb FT=10% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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 l Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-45(LC 12),2=-57(LC 8) Max Gray 3=115(LC 19),2=271(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��D P R Q/cFss fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. \C �NG)NEF9 �O 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. V- ,7,...a 2 9 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. :9200P E r 111111 i , yy 40, Ix �4Q <0 " 14Zp'\ P4 M'9R R 11.\- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing \BR*" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY9 Il fabrication,storage,delivery,erection and bradng 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 , IJob Truss Truss Type !Qty I Ply Mission Homes MM6 7.6401K3409083 B1702291 JE03 JACK-OPEN 2 1 � --_ i I -.1 JobReferencejo9tionai. Pro-Build Beaverton Truss, Beaverton,OR 970053 Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:53 2017 Page 1 D:LmjNbD5 W82urkH72J_xl8l yy7i F-DQ9j?W YCFsM URfgybdE6?71wSCCS MyuzE3i kF9z_TfC 1 ___. d-0-0 ,.___ --_ ---.. _. _ -- 5-1015 1-0-0 5-10-15 0-1-1 Scale=1:13.4 3 1 1 3.00 112 J 5 2 t , c ci ,®13x4'_ 4 - -. -_- __ --. 3-1215- _.. _.-B4070 5-10-15 2-1. LTCLL OADING(Ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012/TP12007Matrix BCDL 10.0 ( ) Weight:18 lb FT=10% 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 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) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=59(LC 8) Max Uplift3=-73(LC 12),2=-77(LC 8) Max Gray 3=202(LC 19),2=339(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '<<' - 0:o 7) P R'- rs fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ��CJ NGI NEF9 S, 8)Refer to girder(s)for truss to truss connections. 2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. (V 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200 P E T1' , OREGONtu ,c,4/ /O 1}- 14 2. ' 4 4,7FRRILA-1,3 EXPIRES: 12/31/2017 July 7,2017 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingMIT®K• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 fabrication,storage,delivery,erection end 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 l -- Job 02291 - Truss 1Truss Type Qty IPI y Mission Homes MM6 K ' 3409084JE04 JACK-OPEN 1 I.__- 1jJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:54 2017 Page 1 m NbD5W82urkH72J_ 1 DsZg0AUL2pF89KILYK14icYh5P87TjSHnbz_TfB I 1-M_ .-.i _ _..- _.... - -__ U _..-_ x181yy7iF-hcj6 7-10 3__- - 1-0-0 Scale=1:17.6 4 ° l- fr a 3.00'12 3 'o V 4 7 8 / n A 6 _IN 2 a 5 4. 3x4- __ _. --._. -_..5-44__ _.._- _... TCLL LOADING(psi)55 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a Code IBC2012/TP12007 (Matrix) Wei ht:21 Ib FT=10% BCDL 10.0 g LUMBER- _.__. BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=75(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=342(LC 19),3=283(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-8,Exterior(2)3-6-8 to 7-9-7 zone;cantilever 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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� P R FS fit between the bottom chord and any other members. E� OF 7)A plate rating reduction of 20%has been applied for the green lumber members. �'` 'NC7 N 4%,„, 1 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �� 2 9 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 89200PE r 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /�--7 0 SC- - 4,,OREGON Ix Adv /0 .4 ' 142 \ P-�- MFRR I I-P Q' EXPIRES: 12/31/2017 July 7,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not " a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job !Truss Truss Type ;Qty 'Ply Mission Homes MM6 B1702291 1JF01 Jack-Open Girder 1 7 640iJob s Sep f9 Reference 5.MiTek ndustnes Inc Fri Jul 07 10:17:54 2017Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 j bD5W82urkH72J_x181yy71F-hc16DsZg0AUL2pF89KILYKIBFce95P87TjSHnbz_TfB ! _.._.. 110A1 I -_.. 1_M_- ----I 1-10-15 1-1-1 Scale=1:11.4 2 8.00 112 co r 1 1, !o 2x4 : 4. 5 3 4 F--. 1=-0 _. 1-1�2 1-10-15 2-o-o ___. I - - - - --_ 1-0-0 0-10-3 Q43-12 1-1-1 Roof Snow-25.0 LOADING(pyo TOLL 25.0 Plate Grip DOL 1.15 TC 0.04 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Vert(LL) 0.00 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 2 n/a n/a Code IBC2012/TPI2007 (Matrix) _BEDL-__ 10.0 l Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF 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 Installationguide. REACTIONS. (lb/size) 2=95/Mechanical,3=-60/Mechanical,4=125/0-5-8 Max Horz 4=42(LC 8) Max Uplift2=-66(LC 8),3=-98(LC 19),4=-5(LC 8) Max Gray 2=95(LC 1),3=8(LC 26),4=125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 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.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. 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)2,3,4. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. _co P R OFen 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 48 lb up at 1-10-3 c E s" on top chord,and 130 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of c\ l...\'‘G'I N Fig 0 others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 89200PE '9c LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 —= .PIP .. Uniform Loads(plf) .. Vert:1-2=-64,1-3=-20 Concentrated Loads(Ib) -7/ 4OREGON IX A, Vert:2=-36(F)5=53(F) /O -• 14,201 MFRRIL\- 0.... EXPIRES: 12/31/2017 July 7,2017 its— A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 0(11-7473 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 MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 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 Q ty 'Ply I Mission Homes MM6 iB1702291 IJF02 jMono itch K3409086, Beaverton P - -. D:Lm NbD5W87.640 s b SepReference915(pptMiTek 1 1 r Pro-Build BTruss, Beaverton,OR 97005 --- -- _ --- ------- 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:55 2017 Page 1 72J_x181yy7iF-9pHUQCaSnUcBgzgKi2Ha5YrLC0?_gs7GiNBgJ1z_TfA -__. X40 3-0-0 Scale=1:15.2 2x4 II 3 2 8.00 112 . 1 l Y 1 _ - 3x4-- 6 2x4 I14 149 _- 1-2- X09 1-Q0 - 1,2-12 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP Plate Grip DOL 1.15 TC 0.09 (Roof Snow=25.0) Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a n/a Code IBC2012/TPI2007 (Matrix BCDL 10.0 ) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std 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_ I REACTIONS. (lb/size) 5=46/Mechanical,6=206/0-5-8 Max Horz 6=67(LC 10) Max Uplift5=-50(LC 10) Max Gray 5=60(LC 17),6=206(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 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 fora 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)5. ^c��-° PR OFFS, 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �\c, 0NG'N s/O 4-G--- 89200PE 91' O ��. Q -p , OREGON A. /O Y 14 rZp'� Q"i' MRRII.k- 6 EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/L7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based ony upon parameters shown,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 li 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 ANSI1TP11 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 IJob Truss Truss Type YP 'Qty 'Ply i Mission Homes MM6 1, K3409087 1131702291 IJF03 MONOPITCH GIRDER 1 1 1 _.------_ --- _----- __-__ -. . _... _ _..-.. JjobReference(Optional)_____ - _... Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:55 2017 Page 1 ID:LmjNbD5W82urkH72J_xl8lyy7iF-9pHUQCaSnUcBgzgKi2Ha5yrL_0?Sgs7GiNBgJ1 z_TfA I 3-44___ I 3-0-0 Scale=1:15.2 2x4 I I 3 2 8.00 I12 i' t Y N' 1 1 Q 3x4 '411111i 5 8 2x4 14 LUS24 1 L-00 12'17,__. _IOQ- -__ - I 1-0-0 _.. 0-2-12...---____ 1-9-4 ---_-. 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 0.11 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) 0.00 5-6 >999 180 BOLL 10.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 n/a n/a Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std 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) 5=168/Mechanical,6=206/0-5-8 Max Horz 6=67(LC 8) Max Uplift5=-60(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 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.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. 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)5. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 3-0-0 from the left end to connect s?,E0 P R OFF truss(es)to back face of bottom chord. G(N E 9 s/O 10)Fill all nail holes where hanger is in contact with lumber. \ N F 2 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 89200PE r' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) „ _ Vert:1-3=-64,1-4=-20 "wP !#”; tit 1:r Concentrated Loads(Ib) OREGON X411 Vert:5=-123(B) ifi L<0 1I' 14 2°'‘I.4Q4 MRRI0- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verily 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 I,. 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 braang of trusses and truss systems,see ANSVTPI1 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 IPly 1 Mission Homes MM6 1 81702291 K3409088 JH01 Jack-Open Girder 1 1 1i Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 -- --- - l0-- ---2017 Page Sep Industries,Inc. Fri Jul 07 10:17:56 P 1 ID:LmjNbD5W82urkH72J_xI8lyy7iF-d?rsdYb4Ynk217PXGIopdINXIPKGZJdQw1xorTz Tf9 - - 114-15-- _ - } - -- - 444_0 s 292015MiTeklnd _ 1-10-15 2-1-1 Scale=1:11.3 2 8.00 112 1 1 1 of1 1.. I I-. 1 II, 8 0 2x4 ,40°''f 5LUS24 3 _. 4 LUS24 1. ]0-0_- , -1-1.0-_ 1-1pQ-1.5 -__ 44.9 _..-1 1-0-0 -3 0-0-� 2.1--1 LOADING(per I TCLL 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 0.04 Vert(LL) 0.01 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code IBC2012/fP12007 (Matrix) Weight:9 lb FT=10% - - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF 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) 2=59/Mechanical,3=3/Mechanical,4=143/0-5-8 Max Horz 4=42(LC 8) Max Uplift2=-37(LC 8) Max Grav2=60(LC 15),3=54(LC 3),4=143(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)IMnd:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 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)2. 4�I] P R QFF 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 1-10-8 oc max,starting at 2-0-12 �\�� NG(NE�R s/ from the left end to 3-11-4 to connect truss(es)to front face of bottom chord. �� 10)Fill all nail holes where hanger is in contact with lumber. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 89200 P E LOAD CASE(S) Standard 411P,*.... 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads Vert:1-2=-64,1-3=-20 IP OREGON �lv� Concentrated Loads(Ib) 40, ix Vert:3=-8(F) <O '.4" 14 2-C3 Q-- MFR R I LA-0 EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek5i connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA*• is always required for stability and to prevent collapse 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/T,11 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 r Job 'Truss Truss Type "Qty Ply Mission Homes MM6 - -- K3409089: 61702291 JH02 Monopitch 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:56 2017 Page 1 I D:LmjNbD5W82urkH72J_xl81yy7iF-d?rsdYb4Ynk217PXGIopdINV5PJIZJGQw1xOrTz_Tf9 I -_- -440__-_... 4-0-0 Scale=1:18.6 2x4 'I 3 2 • 8.00 12 . 1 1 • ' 41 3x4 , 1 5 6 4 204 I I J-0-0 1:2-12__ 40,4_ I 1-0-0____42-12 -_.---- -2,9-4 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 0.15 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) 0.01 5-6 >999 180 BCLL 0.0 * Rep Stress Ina- YES WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:161b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std 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 bradng I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=104/Mechanical,6=232/0-5-8 Max Horz 6=89(LC 10) Max Uplift5=-62(LC 10) Max Gray 5=114(LC 17),6=232(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 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.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. 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. P R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. cot` OFFS 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Co �NG)NEF9 S/O � 44/ :9200PE ire AIII . le yG ,�OREGON a ��c Y 14 20� 'O P-}- Ml9R R I L\- EXPIRES: 12/31/2017 July 7,2017 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 bradng 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 bradng of trusses and truss systems,see ANSI/TP[1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 (Job Truss (Truss Type Qty Ply Mission Homes MM6 ' K3409090 B1702291 'SB01 Jack-Open il 1 1 I I _ Job Reference] tion_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:57 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-5BOEruciJ5swH_NSJ2AzwhSp151mtZ9hgx0wz_Tf8 - -10-0._ _._..1-10-11__. 2.010 1-0-0 1-10-15 0-1-1 Scale=1:13.6 3 8.00 X112 --- o, of N 2 . ir 4 o to 1411111°''1 3x8 I I I _ i1D-15 1-1015 0-1-1 Plate Offsets(X Y) 15:0-440-1-8j TCLL LOADING(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 0.11 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7_0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL , Code IBC2012/TP12007 (Matrix) Weight:8lb FT=10% 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF Std 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) 5=172/0-5-8,4=14/Mechanical,3=37/Mechanical Max Holz 5=60(LC 10) Max Uplift5=-14(LC 10),3=-32(LC 10) Max Gray 5=204(LC 16),4=33(LC 3),3=41(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 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 <C1la CI P R Ope, fit between the bottom chord and any other members. 5 GINE 9 > 6)A plate rating reduction of 20%has been applied for the green lumber members. �- N 7)Refer to girder(s)for truss to truss connections. (Gr 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 89200PE 9r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. lir yG 40 OREGON �tx �� <O -9)- 14 23 ' ?R 10-- EXPIRES: 12/31/2017 July 7,2017 AWARNING-Verify design n/y g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mividual rev.10/032015 BEFORE USE. ��• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 ii , Job Truss ITrussTYP e 1 Mission -_. _._ _... IQty Ply Homm ess MM6 1 81702291 SEO1 Jack-Open ,2 1 K3409091� - - — - - 1 - --- 1 Lob ReferenceAgptionag Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:57 2017 Page 1 la LmjNbD5W82urkH72J_x181yy7iF-5B0EruciJ5swHjgSJ2AzwhQplllmtZ9hgx0wz_Tf8 2-5- i --. 1-0-0 -.. 2-3-15 1-7 Scale=1:7.5 3 1 3.00 112 5 I V2 N11o / 7 .k1 I 21 111 3x4 4 I® _ _- 2-3-15 _. __ - - 2-3-15 -]-� LOADING(ps TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012/TPI2007 (Matrix) BCDL 10.0 rix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 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) 3=41/Mechanical,2=189/0-5-8,4=21/Mechanical Max Horz 2=29(LC 8) Max Uplift3=-28(LC 18),2=-67(LC 8) Max Gray 3=44(LC 19),2=218(LC 18),4=42(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� OF�ss fit between the bottom chord and any other members. E� P R 7)A plate rating reduction of 20%has been applied for the green lumber members. ��CO �NGI NEL, > 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. :9200 PE 9f i . • 72_ ,t,OREGON X41 <O '9 14 2-Q7‘ P4 MRRILA- 6 EXPIRES: 12/31/2017 July 7,2017 __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10Po3l2015 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 Et a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mills** is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Safety Information delivery,vailale from Truss Plate Institute 218 N Lof trusses and ee Street,uss uite 312,Alexansee dria I AP223 Quality lily Criteria,DSB-89 and BCSI Building Component 1� 250 Klug Circle Corona, CA 92880 r Job Truss jTruss Type !Qty Ply Mission Homes MM6' I K3409092' B1702291 SE02 Jack-Open '2 1 'JobReference Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:57 2017 Page 1 ID:LmjNbD5W82urkH72J_xl81yy7iF-5BOEruciJ5swHJgSJ2Azwg0pIl ImtZ9hgxOwz_Tf8 ___. -194_. } -_ __.. _.-__. 2-5-0 - _._. _... 3-10-15 _..-. _ - 1-0-0 2-5-0 1-5-15 Scale=1:10.0 3 I 3.00 12 5 2 to M cI r; . ii �,3x4 4 2-5-0 I 234 LOADING(ps-f) I 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 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 1 BC 0.09 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012ITPI2007 (Matrix) Weight:10 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural-wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 ' be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 3=102/Mechanical,2=229/0-5-8,4=21/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-45(LC 12),2-79(LC 8) Max Gray 3=115(LC 19),2=235(LC 19),4=42(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a ive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� P R O�FS fit between the bottom chord and anyother members. 7)A plate rating reduction of 20%has been applied for the green lumber members. Co GINE sVo 8)Refer to girder(s)for truss to truss connections. ,, N •„„ 2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. tV "9 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200 P E 4.�•.. t �j� Q yG 4.0„OREGON 41*/ /Of' 14 SQ'N P�.. � RRIL\- EXPIRES: 12/31/2017 July 7,2017 WARNING-Verifyn A design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M167473 rev.10/03/2015 BEFORE USE. lilt 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 bradng iYlFie k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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. Corona,CA 92880 Y e JobH Truss Truss Type 'Qty Ply i Mission Homes MM6 ---- 1 B1702291 SF01 I Jack-Open 1 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015MiTek Industries,Inc. Fri Jul 07 10:17:58 2017340 174 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-ZNyc2EcK4P_mXRZy0AgHiATtlDOA1D7iOLQVwMz Tf7 1_.. _.. __ -_1-1015 .._....2{04 _ 1-10-15 0-1-1 Scale=1:11.5 2 -(/ 8.00 112 P 7 1 - 1 rr , 2x4 '=- 4111101I 4 3 1 L5,8 9-0 ]14.15.1 -8 0-5-7 0-1-1 ---_ LOADING — ___ — TCLL (P 25.0 SPACING- 2-0-0 I CSI. T DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) 0.00 4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a ADL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:6 lb FT=10% i LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF 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. 1 REACTIONS. (lb/size) 3=-111/Mechanical,2=61/Mechanical,4=211/0-5-8 Max Horz 4=43(LC 10) Max Uplift3=-111(LC 1),2=-38(LC 10) Max Gray 3=6(LC 10),2=61(LC 17),4=211(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 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.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. 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)2 except(jt=lb) c -'-' P R O,ce�, 3=111. 9 �5 �NGINEF•4 `r�`9,.. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �, 89200PE 9r' 7 4,OREGON �4/ i0 .'4" 14 2p'\ P�. MRR11-- ' EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1W03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buiklin co �'� g component,o era a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members ony.Additional temporary and permanent bracing MiTek• li is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang 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 Oty I Ply I Mission Homes MM6 1 .81702291 SHO1 ,Jack-Open 1 1 : K3409094' I I Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:17:58 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-ZNyc2EcK4P_mXRZy0AgHiATtTD531D7iOLQVwMz Tf7 --_ ___. _._ 1$7.... _.. .__.1918 — 1-9-7 0-1-1 Scale=1:11.5 2 8.00 112 rs el 1 cc 1 )( I . .... ... 2x4- - _- 3 - _ _._._. 17 __.. .110,8 1r91 -_. 01-1. Plate Qsets(X,Y�11:0-2-4.0-1-4] —_ - LOADING(psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lidi PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:6 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 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) 1=70/1-4-0,3=17/Mechanical,2=53/Mechanical Max Horz 1=43(LC 10) Max Uplift2=-38(LC 10) Max Gray 1=70(LC 1),3=35(LC 3),2=54(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 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.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. 5)A plate rating reduction of 20%has been applied for the green lumber members. .<<- 0. 4ED PR R' '- 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)2. Co GINE - s> 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,� N �2 144 89200PE 91' 4,OREGON R 44/ /O l9Y 14 2p'� P4 MFRR11_k- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 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. Corona,CA 92880 Job Truss Truss Type EOty 'Ply Mission Homes MM6 K3409095 B1702291 SHO2 (JACK-OPEN ;1 11l Sep - _ - -- Page b Reference �. ___--�- _--- ------ ---- i- --- -- ID:LmjNbD5W82urkH72d l81yy7 Fz N c2Ec PumXRZvOAgHiATr07 SD4w11D7i0 QVwMz Tf7 Pro-Build Beaverton Truss, Beaverton,OR 97005 - __..149-8_ -. .._3-7-15 1 1-10-8 1-9-7 Scale=1:18.1 2 � o 8.00 112 r Mi l d o w o,{� "7'N N 1 1 _ I Y 2x4 = 3 --_ 1-10-8. __._. 1-10-8-_ Plate Offseta X Yj- 11-0-2 4 0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz TL BCLL 0.0* ( ) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 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. (Ib/size) 1=133/Mechanical,2=115/Mechanical,3=19/Mechanical Max Horz 1=83(LC 10) Max Uplift1=-3(LC 10),2=-73(LC 10) Max Gray 1=133(LC 1),2=116(LC 18),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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 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.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. _ 5)A plate rating reduction of 20%has been applied for the green lumber members. (5k-D P R'JrFS 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)1,2. �� GI NE s> 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �N !GN O-0- 89200PE _ tea -G A OREGON �tv� <D All 142. ' P4 MFRRIL'- 6 EXPIRES: 12/31/2017 July 7,2017 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 jilt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MITTk' is always required for stabiity and to prevent collapse 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. 1 Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property ♦ �4 y (Drawings not to scale) p y offsets are indicated. I Damage or Personal Injury IIMIll Dimensions are in ft-in-sixteenths. 114k 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. 0-1162. Truss bracing must be designed by an engineer.For BillEIIIIIImEgimim wide truss spacing,individual lateral braces themselves rn 4 may require bracing,or alternative Tor I _ O pCL bracing should be considered. 11111Air V O 3. Never exceed the design loading shown and never d U stack materials on inadequately braced trusses. O ® a For 4 x 2 orientation,locate C7-e .7 C5 O 1 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0- h4'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 in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 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. 15.16.Connectionsonotcutor notalter showntruss are themember responsibilityorplatewithout of others.prior I Indicates location where bearings O (supports)occur. Icons vary but C a�0 reaction section indicates joint 2012 MiTek®All Rights Reserved approval of an engineer. ■ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1110111 18. e of gn oVad r sntable envirUsonmental,reer healthteor performanmayceporiskseu.Consultacce with Industry Standards: project engineer beforeeuse.lumbe ANSI/Mil: National Design Specification for Metal 19.Review all portions of this design(front,back,words 4 DSB-89: Design Standard for Bracing.Plate Connected Wood Truss Construction. )beisnotand supicturesfficient.fore use.Reviewing pictures alone BCSI: Building Component Safety Information, lie 1(e 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSIrrPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev.10/03/2015