Loading...
Plans (123) moms 1/1.57---)..0 l7 —Uri tc s3 1i (e2-S-- sw ! MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 9514 IVSD Re: B1701243 Pacific Evergreen Homes MAY 8 2017 C',ITYOF DIVISION BUILDING 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: K3116632 thru K3116641 My license renewal date for the state of Oregon is December 31,2017. <r;IN PRaFFss ��5 NGIN,EFR � w 2 4 89200PE r- 12.OREGON 12.OREGON Ds #4� ,4 ' 14,24" `4 � lFRRI1-L April 21,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job, Truss Truss Type Qty 1 Ply Pacific Evergreen Homes K3116632' B1701243 1A01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:22 2017 Page 1 I D:prMAnHjNI?XNfWpxN4XQRkz_6wb-ucTBol WfaKj FTgVDj4b51NsKJV 1 dyRpFcKG HYuzOQHN 1-6-0;— 5-9- , 11-0-0 16-0-016- 11. 23-811 324Q 4 33-6-0 1-6-0 5-9-5 5-2-11 5-0-0 --- 0-3-11 7-5-0 8-3-5 1-6-0 Scale=1:59.9 4x4 PER ICC CODES(IRC/IBC),TPI 1 AND REFERENCED BCSI, 9 FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES. 5x8 = 7 12 33 � 34 6.00 12 5 rar 14 326ff� 3516 v $ �1h1 ,_ 17 10 11 3 _ � 1. 18 t� 3 I 19 15 r 31 `i.. 20 L'3 36 __ 14 i,^ 11111 'Ti _ 22 LT 3029 3x6= 5x8 = 3x4= 3x4— 3x4 = 3x6 27 26 25 24 23 7-6-3 � 11-0-0 X4-5-13_ .16---0-0 21-100_ 23 6.11 1 320.0 7-6-3 3-5-13 3-5-13 1-6-3_ 5-10-0 11-10-11 8-3-5 Plate Offsets_(X,Y)- (4 0-3-13,Edgej,[21:0-0-5,Edge] TCLL OADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.06 2-30 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.19 2-30 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.05 21 n/a n/a ADL 10.0 Code IBC2015/TP12014 (Matrix) Weight:193 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. 4-27:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):11,8,15 WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-5-8 except(jt=length)2=0-5-8,27=0-3-8. (lb)- Max Horz 2=-169(LC 13) Max Uplift All uplift 100 lb or less at joint(s)21,26,25,24,23 except 2=-272(LC 12),27=-207(LC 13) Max Gray All reactions 250 lb or less at joint(s)26,25,24,23 except 21=307(LC 18),2=1126(LC 19),27=1068(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-31=-1771/347,3-31=-1696/366,3-32=-1582/356,4-32=-1438/367,4-5=-345/153, 21-36=-258/0,4-6=-1167/302,6-8=-1119/265,8-10=-1209/310,10-11=-1184/282, 11-13=-1198/287,13-15=-1229/309,15-27=-1244/329 BOT CHORD 2-30=-392/1499,29-30=-197/1086,28-29=-184/1281,27-28=-184/1281 WEBS 3-30=-296/230,4-30=-132/483,4-29=0/402,16-27=-265/127 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS C�,ED I N g- k , (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-0-0,Exterior(2)13-0-0 to 16-0-0,Interior(1)19-0-0 Co -G,.NEF cS'j to 30-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate C.0* R 62 grip DOL=1.60 -7 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 Q :9200 P E r" Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /� 011P 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. - `m 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 i non-concurrent with other live loads. 12.... OREGON m!4/ 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. �Q -91' 4 rZp i.,1".8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tZj 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 M 'R R I L1- fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,26,25,24,23 EXPIRES: 12/31/2017 Continued on page 2272'27=207. April 21,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 111 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 I Ply Pacific Evergreen Homes 1(31166321 B1701243 A01 GABLE 1 1 — —_ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:22 2017 Page 2 I D:prMAnHjNI?)(NfWpxN4XQRkz_6wb-ucTBol WfaKj FTg VDj4b5INsKJV 1 dyRpFcKGHYuzOQ HN NOTES- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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 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/TPD 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 Pacific Evergreen Homes B1701243 A02 K3116633 Common 11 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:22 2017 Page 1 I D:prMAnHjNI?X NfWpxN4XQRkz_6wb-ucTBol WfaKjFTg VDj4b51Ns8tV?zyOpFcKGHYuz0Q HN ,-1-6-0 —3-5 16-0-0 23-8-11 32-0_0- 335-0_ 1-6-0 8-3-5 7-8-11 7-8-11 8-3-5 1-6-0 Scale=1:58.8 4x4 = 4 13 14 '.,.. 6.00 12 12 15 3x4'' 3x4 5 Y 3 16 2 `r-1 -__-- - - ---...__ -- _--_ _. _-i, _.. __ _. 6 R o i. - - - - - -= _ 7 o 3x8 = 10 9 8 �' 3x8= 2x4 5x8= 2x4 8-3-5 160 23-8--11__ _32-0-0 6-3-5 7-8-11 7-8-11 8-3-5 Plate Offsets QX Y) 12:0-4-11,0-1-81,j3:0-1-12,0-1-81,[5:0-1-12,0-1-8L j6:0-4-11,01-8],19 0 40,0-3-0j LOADING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.11 2-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.36 2-10 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.11 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight 143 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 9-6-9 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-9,3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guide. REACTIONS. (lb/size) 6=1435/0-5-8,2=1435/0-5-8 Max Horz 2=-169(LC 13) Max Uplift6=-342(LC 13),2=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-2376/471,3-11=-2270/499,3-12=-1587/405,12-13=-1452/419,4-13=-1451/428, 4-14=-1451/428,14-15=-1452/419,5-15=-1587/405,5-16=-2270/499,6-16=-2376/471 BOT CHORD 2-10=-470/2025,9-10=-470/2025,8-9=-301/2025,6-8=-301/2025 WEBS 4-9=-148/917,5-9=-929/377,5-8=0/341,3-9=-929/377,3-10=0/341 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-0-0,Exterior(2)13-0-0 to 16-0-0,Interior(1)19-0-0 to 30-6-0 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 ���ED P R OF�c�, 3)Unbalanced snow loads have been considered for this design. S 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �N5 ,NG) SS ,�iL non-concurrent with other live loads. 4/ 17 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P I: 1-- 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. i is '- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=342, �. 2=342. �� , OREGON �1V 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'O '41)'' 14,2-°'‘ 4 MFR R I k-\- ,e,P EXPIRES: 12/31/2017 April 21,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTele ek5 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job, Truss Truss Type Qty IPly Pacific Evergreen Homes B1701243 AO2A ROOF SPECIAL 8 1 K3116634 Job Reference(optional) i Pro-Build Beaverton Truss, Beaverton,OR 97005 p j NfW7.640 s Sep pxN4XQRkz 6 2015 wb- No1Z0e ID: rMAnH'NI�XeXHKer65p4QGn6KH PJGuJIho80q_?g5KzOQHM 1-1-6 _. ____ $ -5 ___ _13-5-12 16-0-0 27-3-15 __ 32—0 — i 33-6Q 1-6-0 8-3-5 5-2-7 2-6-4 11-3-15 - 4-8-1 1-6-0 5x10 -- Scale:3/16"=1' 4 21 22 6.00112 '.. 20 23 2x4 3x4 5 v 3 ii m 3x4 6 — 10 24 w o1 ?- _----- __. --- —_..- - o 1. 8x12 2x49 I. 7 8 _. �' 12 5x6 "- 3 2x4 3.00 12 4x8 3x8 3x8 - 8-3-5 _ _I i3=5-12 _ _22-6-2 _22-9.11__27=3-A5 __32-0-0_ 8-3-5 5-2-7 9-0-6 0-3-9 4-6-4 4-8-1 Plate Offsets(X,Y)- [2 0-2-9 0-1-8], 2.0-0-4 Edgy 1-1 [3:0- 2 01-.8j,j6 0-1-120 1-8]x[7:O 1-4 1-6-2]_17 01-6,0-0-],j10 0 6 0,0-3-11],j_1-1::0-2-12 0-3-0.] - TCLL OADING(psf) 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 1.00 Vert(LL) -0.30 10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.94 10-11 >409 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.35 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:150 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. WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing WEDGE 4-10.2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer I Left:2x4 DF Std-G,Right:2x4 DF Std-G Installation guide. REACTIONS. (lb/size) 2=1451/0-5-8,7=1429/0-5-8 Max Horz 2=-169(LC 13) Max Uplift2=-343(LC 12),7=-338(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-2317/490,3-19=-2306/517,3-20=-1788/456,20-21=-1670/470,4-21=-1653/483, 4-22=-3982/875,22-23=-3991/863,5-23=-4131/852,5-6=-4048/762,6-7=-4382/860, 7-24=-2248/426 BOT CHORD 2-12=-463/2001,11-12=-463/2001,10-11=-201/1500,9-10=-690/4010,7-9=-689/3983 WEBS 3-11=-738/331,4-11=-75/306,4-10=-563/2986,5-10=-520/295,6-10=-289/224 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 13-0-0,Exterior(2)13-0-0 to 16-0-0,Interior(1)19-0-0 to 30-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate <('ckEO P R OFFss grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��Gj ANG t N FZrR /O2 3)Unbalanced snow loads have been considered for this design. '9 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 (t. 89200 P E r- non-concurrent with other live loads. t 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -�APP . ?;_c 7)A plate rating reduction of 20%has been applied for the green lumber members. -�L OREGON �cr 8)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ,9�13, � 1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=343, /� 4,‘1C)R,P' 7=338. ' R R t L\- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 April 21,2017 ited A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see gNSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job, Truss Truss Type Qty Ply Pacific Evergreen Homes K31166351 B1701243 A03 Common Supported Gable 1 1 Job Reference(optional)-_- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:24 2017 Page 1 I D:prMAn HjNI?XNfWpxN4XQ Rkz_6wb-r_bxD_Yv5xzyizfcgVdZgoxhwl moQLUY3elOdnzOQHL 1-6-0 16-0- 32-0-0 -3_3- 41_; 1-6-0 16-0-0 16-0-0 1-6-0 Scale=1:59.9 4x4 10 PER ICC CODES(IRC/IBC),TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE 9 -�� 11 INSTALLED ADJACENT TO SCISSOR TRUSSES. 37 . -` 38 _ 12 6.00 12 7 36 T 3913 Y 6i A 14 5 15 I fH, 3 1740 36 i i � 9� 1 2 I„ J II# _ ., -i., f lt.,r - J 41 ' -e1 14 9- 18 10 3x4 -` 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 5x6 32-0-0 32-0-0 Plate Offsets_CX,Y)- 12:0-2-7,0-1-IL 08 0 270-1-81(25:0-3-00-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 19 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) 0.00 19 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz CT 0.01 18 n/a n/a BCLL 0.0 Horz(CT) BCDL _ 10.0 Code IBC2015/TPI2014 (Matrix) Weight:182 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 i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-0-0. (Ib)- Max Horz 2=-169(LC 13) Max Uplift All uplift 100 lb or less at joint(s)18,28,29,30,31,32,33,34,26, 25,24,23,22,21,20,2 Max Gray All reactions 250 lb or less at joint(s)27,29,30,31,32,33,34,25, 24,23,22,21,20 except 18=280(LC 18),28=270(LC 19),26=270(LC 20), 2=280(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-100/338,10-11=-100/338 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 13-0-0,Corner(3)13-0-0 to 16-0-0,Exterior(2)19-0-0 to 30-6-0 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 ED PROF 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 F Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ��C. 'N , 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 „..INC ��G dip /O2 4)Unbalanced snow loads have been considered for this design. Na .A 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 89200 P E r" non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. , .. 7)Gable requires continuous bottom chord bearing. ✓ ail. 8)Gable studs spaced at 2-0-0 oc. 41 tr 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. yL 2j OREGON !,V 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will am, ,�D� L fit between the bottom chord and any other members. /Q ": ' 1 4 2O P} 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,28,29,30,31, 111R R 10- 32,33,34,26,25,24,23,22,21,20,2. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 April 21,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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, I Truss Truss Type Qty Ply Pacific Evergreen Homes 61701243 B01 Common Supported Gable 1 1 K3116636,I Pro-Build Beaverton Truss, Job Reference(optional) Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:25 2017 Page 1 I D:prMAnHjNI?XNfWpxN4XQRkz_6vrb-JB9J RKZYsF5pK7Eo0C8oMOUsgi669gghl IUx9DzOQHK -1-6-0 l 11-0-9 1-6-0 11-0-0 - ---- -_-- -__. _- -0-0_---. _H-236- 11-0-0 1-6-0 Scale=1:42.6 4x4 -- 7 6 8 6.00 12 26 ..,j,,,.l 1.11 27 255 I I ...9 28 2 4 10 vi 3 I 11 24 "ElII 29 2 q12 �, g v 3x4 23 22 21 20 19 18 17 16 15 14 3x4 3x6 2249__ 2240 Plate Offsets(X,Y)_ 12:0-2-7,0-1-8],112:0-2-7,0-1-8] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 13 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) 0.01 13 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:107 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-0-0. (Ib)- Max Horz 2=121(LC 12) Max Uplift All uplift 100 lb or less at joint(s)12,20,21,22,23,17,16,15,14, 2 Max Gray All reactions 250 lb or less at joint(s)19,21,22,23,16,15,14 except 12=270(LC 18),20=255(LC 19),17=255(LC 20),2=270(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 8-0-0,Comer(3)8-0-0 to 11-0-0,Exterior(2)14-0-0 to 20-6-0 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 <��ED P R OF�cs 4)Unbalanced snow loads have been considered for this design. cr 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 �' ' .- N E�'9 /(2 . non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 89200 P E 1.--- 7)Gable requires continuous bottom chord bearing. 8)Gable h studs spaced at ,011.1111111195:79)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will O Q fit between the bottom chord and any other members. -p4. OREGON �1C7 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,20,21,22,23, <0 llI' 1 4 2.° 4 17,16,15,14,2. �yV.. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �`R R IL'- V EXPIRES; 12/31/2017 April 21,2017 N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITrPI9 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug C 92 .. _ Corona,CA 92880 Job. i Truss Truss Type Qty Ply Pacific Evergreen Homes K31166371 81701243 CO1 Common Supported Gable 1 1 Pro-Build Beaverton Truss, Job SepReference9 201 (optional) 9Y y. Fri Apr 21 16:52:26 2017 Page 1 Beaverton,OR 97005 7.640 s 29 2015 MiTek Industries,Inc. Fri ID:prMAnHjNI?XNfWpxN4XQRkz_6wb-nNjie ZAdZD Hoy 52,2 1-6-0 5-2-12 --. - 11- � 5-2-12 1-6-6-0 Scale=1:22.1 4x4 4 2x4 6.00 12 52x4 3 0 93 14 ,L 12, I �. 15 11 16 I � 6 2 -. .. _ : tzt 3x4 . 10 9 8 2x4 II 2x4 2x4 3x4 10-5-8 10-5.8 Plate Offsets(X l)- 12:0-2-7,0-1-81[6:0-2-7,0-1-8j TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 7 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (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. 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-5-8. (Ib)- Max Horz 2=-65(LC 13) Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 Max Gray All reactions 250 lb or less at joint(s)9 except 2=269(LC 18),6=269(LC 18),10=274(LC 19),8=274(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-10=-215/255,5-8=-215/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 2-2-12,Corner(3)2-2-12 to 5-2-12,Exterior(2)8-2-12 to 8-11-8 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)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. D P ROr- (� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 40\1- f G- 4)Unbalanced snow loads have been considered for this design. r+ 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 coN. ��G GINE-p„ non-concurrent with other live loads. 44 17 6)Gable requires continuous bottom chord bearing. 4 89200PE 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will %"" .g_ fit between the bottom chord and any other members. fl • Cr 10)A plate rating reduction of 20%has been applied for the green lumber members. 7OREGON 1(7 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,10,8. L. D� , 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `0 '9 y 12-°74 � RP- "/ /3R SFR R 1Lk- EXPIRES: 12/31/2017 April 21,2017 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.Beforeuse,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 temporaryand permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidanceregarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfpl1 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 Pacific Evergreen Homes K3116638 B1701243 CO2 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:27 2017 Page 1 ID:prMAnHjNI?XNfWpxN4XQRkz_6wb-FZH4s0ao0sMXaRN BVdAGSRZAHWmPdju_Icz2E6z0Q HI 1Q 52-_ 10-5-8 -.------- -, 1-6-0 5-2-12 5-2-12 Scale=1:20.2 4x4= 3 600,,12 8 9 o N I I 4 2 qyt ---- = -- v 1 H 5 2x4 3x6= 3x6= 5-2-12 10-5-8 5-2-12 . 5-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.06 4-5 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:36 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=410/0-5-8,2=540/0-5-8 Max Horz 2=79(LC 12) Max Uplift4=-89(LC 13),2=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-554/177,6-7=-494/183,7-8=-466/187,3-8=-455/193,3-9=-466/185,4-9=-550/177 BOT CHORD 2-5=-70/412,4-5=-70/412 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-2-12,Exterior(2)2-2-12 to 5-2-12 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 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 nonconcurrent with any other live loads. ED PROF Ss 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" F fit between the bottom chord and any other members. GO NGS N� „, 7)A plate rating reduction of 20%has been applied for the green lumber members. - R 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 44 2=148. 89200PE 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • �G OREGON <v/ �O 9y 14,Z° �4 MfiRR�I.�- 8 EXPIRES: 12/31/2017 April 21,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. 111 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ' Corona,CA 92880 Job. Truss Truss Type Qty Ply Pacific Evergreen Homes K3116639! 81701243 !CO3Common 1 1 I I Job Reference(optional) __— i Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:27 2017 Page 1 I D:prMAnHjNI?XNtWpxN4XQ Rkz_6wb-FZH4s0aoOsMXaRNBVdAGSRZAvWmpdjx_Icz2E6zOQHl -1-6-0 _2-12 9-11-8 1-6-0 5-2-12 4-8-12 Scale=1:21.4 4x4 -- 3 I 600 12 8 ' - 9 7 6 4 I o o: --„ — -- --- —.- _ 1 5 ` _- 2x4 ',.I 4x6 'I %� 3x4 9-11-8- 572-12 4-8-12 Plate Offsets 1X Y)----12 0-2-7 0-1-81,[4:0-3-0,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.05 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:36 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 DF Std-G Installation guide. 1 REACTIONS. (lb/size) 2=527/0-5-8,4=396/Mechanical Max Horz 2=79(LC 12) Max Uplift2=-147(LC 12),4=-84(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-522/169,6-7=-462/175,7-8=-434/179,3-8=-418/184,3-9=-441/179,4-9=-524/171 BOT CHORD 2-5=-61/383,4-5=-61/383 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-2-12,Exterior(2)2-2-12 to 5-2-12 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 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs RED P R�FFs 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. < t N ts'l G E 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 �� F fit between the bottom chord and any other members. l,V. 2,.l) 7)A plate rating reduction of 20%has been applied for the green lumber members. Q 89200 P E• A--- 8) 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) • 2=147. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q ,d e� . Q yG 4O' ON 4/../ A, ''p Y14,2O0, iii - EXPIRES: 12/31/2017 April 21,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. li P 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 ANSIRPII 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 1Ply Pacific Evergreen Homes K3116640 81701243 JC01 Monopitch Supported Gable 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:27 2017 Page 1 I D:prMAnHjNI?XNfWpxN4XQ Rkz_6wb-FZH4s0aoOsMXaRNBVdAGSRZCAVVp5dkO_Icz2E6zOQHl -L-6-0 — 24/0 1-6-0 2-0-0 Scale=1:11.1 2x4 I 4 3 6.00,14 6 2 5 3x4 — 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:9 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, 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) 4=43/2-0-0,5=-0/2-0-0,2=216/2-0-0 Max Horz 2=74(LC 12) Max Uplift4=-30(LC 8),5=-211(LC 18),2=-79(LC 12) Max Gray 4=147(LC 18),5=52(LC 8),2=298(LC 18) 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.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)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 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 CO P R A- en non-concurrent with other live loads. 061 6)Gable requires continuous bottom chord bearing. AGO � 3I 7)Gable studs spaced at 2-0-0 oc. • 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. k✓ ^f! 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 89200 P E fit between the bottom chord and any other members. / 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 5=211. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -9 OREGON <(/� <0'y142°\ P4 �'RR{LL EXPIRES: 12/31/2017 April 21,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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. II Truss Truss Type Qty 1Ply Pacific Evergreen Homes 6 P i 1701243 1JCO2 Mono itch 11 1 ',Job Reference(optional) K3116641 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Apr 21 16:52:28 2017 Page 1 I D:prMAnHjNI?XNf WpxN4XQRkz_6wb-jIgS3MbQ9AUOBbyN3LiV_e6NIv87MBd7_GjbmYzOQ HH I_.-. _- �— __---_-. __--- --__-_ -. 1-118.--- -- ------_ _. 1-6 0 1-11-8 Scale=1:11.0 3 ' I 51 6.00 112 O ,/ 2 1 - 3x4 4 --- -__--. _-_-_111-8 ---__-------1 1-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF 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=219/0-5-8,4=19/Mechanical,3=21/Mechanical Max Horz 2=73(LC 12) Max Uplift2=-81(LC 12),3=-58(LC 18) Max Gray 2=280(LC 18),4=38(LC 5),3=25(LC 19) 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=111 mph;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 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 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 ���n,.p PR QI fit between the bottom chord and any other members. cSS 7)A plate rating reduction of 20%has been applied for the green lumber members. � G'NEFR /Q 8)Refer to girder(s)for truss to truss connections. /L 9)Refer to girder(s)for truss to truss connections. w 9 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. :9200 P E r" 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,"°' • 41P III-y�L 4.1, i>, �lV� 0 A9y 14,2-6\ P4 MER R l t-\- 6 EXPIRES: 12/31/2017 April 21,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damageor Personal I nu offsets are indicated. I I1 rY MDimensions are in ft-in-sixteenths. NIL Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ 6M11-111211E 6 p bracing should be considered. IiiiiiMillor U hi 2 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. OpI— 4. Provide copies of this truss design to the building C7-8 c6-7 C5-6 F designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p p y plates 0- /id' from outside 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. connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSVTPI 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x width measured perpendicular ESR-1311,ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to T 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 ie 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 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■MP reaction section indicates joint — ___ 17.Install and load vertically unless indicated otherwise. � number where bearings occur. Min size shown is for crushing 11only. ® project engineer before use.18.Use of green or treated lumber may pose unacceptable r=te environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracin is not sufficient. BCSI: Building Component Safety Information, MiTek20.Design assumes manufacture in accordance with y Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 R MOM MiTek® MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1701571 Pacific Evergreen 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: K3214918 thru K3214919 My license renewal date for the state of Oregon is December 31,2017. c:s�74cGINE4\ „, szr 89200PE A OREGON Q <O :9 y 14 2° MFR R 1111111P," May 18,2017 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. ae ' al IF Job Truss Truss Type Qty Ply Pacific Evergreen K3214918 B1701571 A01 GABLE 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu May 18 09:29:08 2017 Page 1 ID:GnfR_AQGIGy28sjZvaHde5zFIGU-Di2zLJsPVcsKowzyU5X3UdMjSV47aHkvWbHpzpzFl8v 1-1-0-0 0 1 1-0-0 I 12-0-0 12-0-0 I 12-0-0 24-0-0 11-0-00 Scale=1:42.7 4x4= 9 10 4.0012 34biiiIIlI1NIIia . d 3x4= 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 = 5x6 = I 24-0-0 24-0-0 Plate Offsets(X.Y)— [21:0-3-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 17 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 0.00 17 n/r 120 TCDL 7.0 Vert(CT) Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 16 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:113 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 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. (Ib)- Max Horz 2=84(LC 12) Max Uplift All uplift 100 lb or less at joint(s)16,25,26,27,28,29,23,2,22, 21,20,19 except 30=-116(LC 12),18=-116(LC 13) Max Gray All reactions 250 lb or less at joint(s)16,24,25,26,27,28,29,23,2, 22,21,20,19 except 30=343(LC 19),18=343(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-0-0,Comer(3)9-0-0 to 12-0-0,Exterior(2)15-0-0 to 22-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 QED F R OFE 4)Unbalanced snow loads have been considered for this design. �� s(s 5)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 �GJ ANG I N EF,4 /�� non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. �� :9200P -Y__. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. Air j� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will TO SC fit between the bottom chord and any other members. . AOREGON 44/ 11)A plate rating reduction of 20%has been applied for the green lumber members. 4 ",_ ,SIX & 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,25,26,27,28, <O '1Y14 Q° `!— 29,23,2,22,21,20,19 except(jt=lb)30=116,18=116. y g SFR R 11-x- 6P 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 May 18,2017 t r 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,D5B89 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 A ,... 4P Job Truss Truss Type Qty Ply Pacific Evergreen K3214919 B1701571 A02 Common 9 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu May 18 09:29:09 2017 Page 1 ID:GnfR_AQGIGy28sjZvaHde5zFIGU-hucLZft1 Fv_BQ4Y91 o210gvIgvKPJfo3kFOMVGzFl8u I-1-0-0 I 6-0-0 I 12-0-0 I 18-0-0 I 24-0-0 125-0-01 1-0-0 6-0-0 6-0-0 6-0-0 6-0-0 1-0-0 Scale=1:42.7 4x4= 4 4.00 12in 12 13 2x4•:,11 14 2x4// 3 5 .4\6 10 6 2 � 4_41111111111111h11:llb•-4'' . `Z� 7 to _. s 8 3x6% 3x6 3x4= 5x8 = I 8-0-0 1 16-0-0 I 24-0-0 I 8-0-0 8-0-0 8-0-0 Plate Offsets(X.Y)— [2:0-3-12.0-1-8].[6:0-3-12.0-1-8],[8:0-4-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.12 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.35 8-9 >815 180 TCDL 7.0 Rep Stress lncr YES WB 0.33 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:94 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-11-13 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) 6=1067/0-5-8,2=1067/0-5-8 Max Horz 2=84(LC 12) Max Uplift6=-305(LC 9),2=-305(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-2388/573,3-10=-2340/587,3-11=-2060/480,11-12=-1997/486,4-12=-1986/493, 4-13=-1986/493,13-14=-1997/486,5-14=-2060/480,5-15=-2340/587,6-15=-2388/573 BOT CHORD 2-9=-554/2207,8-9=-256/1418,6-8=-487/2207 WEBS 4-8=-148/739,5-8=-525/293,4-9=-147/739,3-9=-525/293 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to 22-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 E� P R OFFS 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs \COQ NG l N EF W non-concurrent with other live loads. R 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -�7 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q 89200 P E c 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=1b)6=305, 2=305. lir wow '. . 9) only" fixity analysisdesignOREGON kid "Fix heels Member end model was used in the and of this truss. L/O�qY 14,2p\ Q±� MFR R 11-\- EXPIRES: 12/31/2017 May 18,2017 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lig 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 ANSVTPN 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 !Pr Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury 1 MEI Dimensions are in ft-in-sixteenths. ii ilk 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. Q_1162. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I _ O bracing should be considered. O 3. Never exceed the design loading shown and never 1 41.1.4114p tL 111111M1141 °) stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate o l designer,erection supervisor,property owner and plates 0- ',/'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. se.- 15.Connections not shown are the responsibility of others. ///��� Indicates location where bearings \ (supports)occur. Icons vary but 16.a o rot cut or alter truss member or plate without prior t \ll' reaction section indicates joint ©2012 MiTek®All Rights Reserved MEM 16. oval of an engineer. ( number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® Min size shown is for crushing only. �fo 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ill is not sufficient. BCSI: Building Component Safety Information, FyI iTe le 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 x00000 mooag 7 3_.c (�r�rI-r m co O N N N II II II II (� N G-O-.IN CD II II II d II O CT N II A N N A O 3 v s m y 20-00-00 y Z r m D ✓ z oG z o a11. c m CA ✓ m z Z o o o = z o a oISa N 1 - O v • Op a co c COK CD Ca O v m m = O o Z c -I m 3 o x m a 0 M Z o O .....< Z r m M o z II C m 0 20-00-00 X c w co LI PReauild 5350 SW 107th Ave Beaverton, IBIS g.TRUSS P ACEMNTDIAGRAM ONLY. These Muses art designed as individual building OR 97005 SATE: SCALE: components to be incorporated into We building design Kibuild,de Phone: 971-371-5971 05-18-2017 NTS at the specification of the build, gm the ss t.1161$ individual design shads for each Mum design identified BUILDER: SALESMAN: QUOTE N: on the Placement drawing. The building designer is Pacific Evergreen Jody Platta B1701571 responsible �or permanent r°msystem fhovel,structure. design of the Was support structure including headers. PROJECT: bESIGNER: JOB R beams,walls,and columns is the responsibility of tbo 24'x 20'Garage Jose Espinosa building designer pea general guidance regarding bracing,consult"Bracing of wood trussed:available ADDRESS: a Portland,OR from the Truss Plate Institute,583 D'Onifiio Drivel Mdivm WI 53179