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Plans (172) l,? 7G RECEIVED M iTe k"' DEC 2 2015 CITY OF TIGAME) BUILDIIVOW6M, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 81507301 Pacific Evergreen Homes- 1355 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton, OR. Pages or sheets covered by this seal: K1479317 thru K1479326 My license renewal date for the state of Oregon is December 31, 2015. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ROFe G'I EFq `SAO Q� 2v 8920OPE r OCG ,_OREGON�� �lV� �O Y 14, MFR R I October 21,2015 Baxter, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 61507301 Pacific Evergreen Homes- 1355 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K1479317 thru K1479326 My license renewal date for the state of Washington is May 16, 2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. �RRIL1, 8q� J� F WAS e CID �� `deo �51398 �4` �N crsrER I G October 21,2015 Baxter, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1355 • K1479317 81507301 A01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Wed Oct 21 15:09:08 2015 Page 1 I D:FrsK9jwQphZ591?Ms9joUSz4yym-WOQoTjh9TAPZKol6PM5uOhftTXP8WxMp5peOB8yR8M9 i-1-6-0 5-7-10 11-0-0 169-0 32-0-0 33-6-0 1-6-0 5-7-10 5-0-6 5-0-0 16-0-0 1-6-0 4x4= Scale=1:57.6 6 i 5 7 29 3x6% 28 8 600 12 27 4 9 09 10 4 25 11 3 2 12 26 31 2 13 01 1a Io 19 3x10= 20 6x6 = 3x4 3x6= 3x8 18 17 16 15 = 11-0-0 21-10-0 32-0-0 11-0-0 10-10-0 10-2-0 Plate Offsets(X,Y)-- [2:0-10-0 0-0-11] [4:0-2-8,0-1-8][13:0-2-7 0-1-8] [18:0-3-0 0-2 4][21:0-1-10 0-1-1] [22:0-1-10,0-1-1],[23:0-1-10 0-1-1][24:0-1-10,0-1-1],(25:0-1 4,0-1-0] 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 0.32 Vert(LL) -0.19 2-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.60 2-20 >442 180 BCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 BCDL 10.0 13 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight:189 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 2x4 DF Std G`Except` JOINTS 1 Brace at Jt(s):21,22,23,24 W3:2x6 DF No.2 MiTek recommends that Stabilizers ie re ac OTHERS 2x4 DF Std G be installed during truss erection,inda�ill�e Installation guide. REACTIONS. All bearings 10-5-8 except Qt=length)2=0-5-8. 4 (lb)- Max Horz 2=-169(LC 13) 4 C�0 Max Uplift All uplift 100 Ib or less at joint(s)13,16 except 2=-280(LC 12),18=-124(LC 13),17=-227(LC 5), co Q 15=-127(LC 13) — Max Grav All reactions 250 Ib or less at joint(s)16 except 2=1136(LC 19),18=1103(LC 20),18=1072(LC 1), 13=339(LC 1),15=292(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. APO ,p� ISM <{r _ 381/263, _ GISTER TOP CHORD 5-28=-252/148,/ 5 6�284 1 9746-7=-267/199,1 8 29=256/132,8-30=-279/118,48/139, �sSIONALti'G 9-30=-285/111,10-11=-259/31,11-12=-262/5,13-31=-291/0 BOT CHORD 2-20=-433/1503,19-20=-231/1251,18-19=-231/1251,17-18=0/264,16-17=0/264, 15-16=0/264,13-15=0/264 WEBS 4-22=-1011/289,21-22=-1092/321,21-25=-1052/290,23-25=-1117/317,23-24=-1152/343, 18-24=-1151/350,4-20=-3/522,9-18=-339/160,3-20=-393/271,20-25=-307/109 NOTES- ��`D P R OFFS 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft,Cat.11;Exp B;enclosed;MWFRS �� G i NEF(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-86,Interior(1)1-86 to 12-9-10,Exterior(2)12-9-10 to 16-0-0,Interior(1) X02 19-2-6 to 30-3-10 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 *. ,.89200 P E Ir- 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 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 1 non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. Q y 14, P 7)Gable studs spaced at 2-0-0 oc. p I 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MFR R I 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. EXPIRES: 12/31/2015 Continued on page 2 October 21,2015 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7073 rev.1010Y2015 BEFORE USE. • Design valid for use only with M1ek®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 nil 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 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 PlyPacific Evergreen Homes-1355 K1479317 81507301 A01 GABLE 1 1 Job Reference(optional) Prd-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 15:09'08 2015 Page 2 I D:FrsK9jwQphZ591?Ms9joUSz4yym-WOQoTjh9TAPZKol6PM5uOhftTXP8 WxMp5peOB8yR8M9 NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,16 except(jt=1b)2=280,18=124,17=227,15=127. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type �� Qy __Ply7Pacifij'_Evergreen Homes-1355K147931881507301 A02 COMMON 11 Job Reference(optional) PraBuild Beaverton Truss, Beaverton,OR 97005 7 640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 15:09.09 2015 Page 1 I D:FrsK9jwQ phZ591?Ms9joUSz4yym-_CzBg3inEUXQxyKIz4c7wuCu VxoHFNfyKTNyjayR8M8 8-0-0 16-0-0 24=0_0 32-0-0 33-6-0 11-6 0 8-0-0 B-0-0 8-0-0 Scale=1:57.5 4x6= 4 14 15 6.00 12 16 13 3x4 i 3x4 J 3 5 Y Y 12 17 2 6 [v 0 3x8= 11 10 9 8 3x8= 2.4 I 3x8= 3x6= 2z4 8-0-0 16-0-0 24-0-0 32-0-0 8-0-0 8-0-0 8-0-0 8-0-0 Plate Offsets(X Y)-- [2:0-4-11 0-1-8] [3:0-1-12 0-1-8]x[5:0-1-12,0-1-8L[6:0-4-11,0-1- LOADING x[6:0-4-110-1-LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.11 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.32 2-11 >999 180 TCDL 7.0BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code IBC2012fTP12007 (Matrix) Weight:143 Ib 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 9-6-6 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-10,3-10 MiTek recommends that Stabilizers and re ac be installed during truss erection,in rda I iljbe Installation uide. REACTIONS. (Ib/size) 6=1435/0-5-8,2=1435/0-5-8Q� tt, C Max Horz 2=-169(LC 13) 4 V Max Uplift6=-342(LC 13),2=-342(LC 12) c,V4 . �Z FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-2388/477,3-12=-2283/505,3-13=-1604/415,13-14=-1478/430,4-14=-1467/442, 4-15=-1467/442,15-16=-1478/430,5-16=-1604/415,5-17=-2283/505,6-17=-2388/47751398 BOT CHORD 2-11=-475/2038,10-11=-475/2038,9-10=-306/2038,8-9=-306/2038,6-8=-306/2038 �O� 'QF�s WEBS 4-10=-113/863,5-10=-901/364,5-8=0/338,3-10=-901/364,3-11=0/338 �SSIONAL��G� NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-8-6,Interior(1)1-8-6 to 12-9-10,Exterior(2)12-9-10 to 16-0-0,Interior(1) 19-2-6 to 30-3-10 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 ll;Exp B,Fully Exp.;Ct=1 �Q` 3)Unbalanced snow loads have been considered for this design. E0 P R OFFS 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 �\�� ANG N EF9 rS/O2 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 Qz. 89200 P E 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 Ib uplift at joint(s)except(jt=1b)6=342, 2=342. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9G OREGON �� 11 LOAD CASE(S) Standard �Q 1- 14, ?p�PT MFR R 10- EXPIRES: 12/31/2015 October 21,2015 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. e Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and is for an individual building component,not C a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ���e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality CrBeria,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 rJob.,�_ Truss Truss Type Qty Ply Pacific Evergreen Homes-1355 K1479319 1501 A02A ROOF SPECIAL ° 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Wed Oct 21 15:09:10 2015 Page 1 I D:FrsK9jw0phZ591?Ms9joUSz4yym-SPXZuPjP?ofHZ6u VXn7MT6k2rK30_I H6Z77 V FOyR8M 7 �1 6.0 8-0-0 16-0-0 91-4-0 26 8-0 32=0=0�3SiQ� 1-6-0 8-0-0 8-0-0 5-4-0 5-4-0 541-0 1-6-0 Scale=1:59.0 5x10 = 4 14 15 6.00[1_2 2x4 \\ 5 13 3x4 3 2x4 = 6 12 9 16 w 8x12 2 — 7 N 01 8 ]q 0 3x8= 11 10 4x8 2x4 I 5x6 = 3.00 12 8-0-0 13-5-12 22-6-2 32-0-0 5-5-12 9-0-6 9-5-14 Plate Offsets(,XY)- [2:0-4-11,0-1- L[3:0-1-12 0-1-8]x[7:0-1-14 Edged [9:0-6-0,0-3-1 1J,[10:0-3-00-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.31 9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -1.00 9-10 >379 180 TCDL 7.0BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code IBC2012rrPI2007 (Matrix) Weight:147 Ib 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 7-8-13 oc bracing. WEBS 2x4 DF Std G'Except' MiTek recommends that Stabilizers and required cross bracing ` W4:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1435/0-5-8,7=1435/0-5-8 Max Horz 2=-170(LC 13) Max Uplift2=-342(LC 12),7=-342(LC 13) RRILII 8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O�WAS TOP CHORD 2-12=-2381/483,3-12=-2279/510,3-13=-1769/449,13-14=-1641/464,4-14=-1632/476, 4 J 4-15=-4032/943,5-15=-4159/931,5-6=-3879/701,6-16=-4254/905,7-16=-4304/888 BOT CHORD 2-11=-480/2032,10-11=-480/2032,9-10=-197/1470,7-9=-734/3875 —_ WEBS 3-11=0/283,3-10=-783/345,4-10=-78/309,4-9=-657/3090,5-9=-655/378,6-9=-343/358 NOTES- A¢+ 4!� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph,TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS 0 51398��51398 � (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-8-6,Interior(1)1-8-6 to 12-9-10,Exterior(2)12-9-10 to 16-0-0,Interior(1) 19-2-6 to 30-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber S`sIO VALE�G DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ,� 0 P R OFFss ��� 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 �G 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. �� EFR /0 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. 8920OPE �V_ 7)A plate rating reduction of 20%has been applied for the green lumber members. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=342, iz 7=342. OREGON 114/ 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. L/ �9 2��0` TA� O Y 14, P LOAD CASE(S) Standard MFR R 10- � EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 Met building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify 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 FT1usS____ Truss Type Qty Ply Pacific Evergreen Homes-1355 K7479320 B1507301 Common Supported Gable 1 I I I I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 15.09.11 2015 Page 1 ID:FrsK9jwQphZ591?Ms9joUSz4yym-wb5x5lk 1 m5n8BFTh5Ueb?J HQwkZujJuFons2nTyR8M6 32-O-0 33-6-0,� r1-6-0 16-0-0 16-0-0 1-6-0 WHEN A FIAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES),A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:57.5 GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINE®RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL T. BRACING TO THE HINGE TYPE CONNECTION. 4x4 8 10 33 gi 34 7 11 600 12 6 32 3512 5 13 4 14 3 15 31 36 16 in 2 17 j T o � 3x4 i 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 5x6 = 32-0-0 32-0-0 Plate Offsets(X Y)---[2:0-2-7,0-1-8] [16:0-2-7 0-1-8]L[22:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 17 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) 0.01 17 n/r 120 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 16 ri n/a BCDL 10.0 Code IBC2012rrPI2007 (Matrix) Weight:180 Ib 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 OF Std G 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. (lb)- Max Harz 2=-169(LC 13) Max Uplift All uplift 100 lb or less at joint(s)16,25,26,27,28,29,23,22,21,20,19,2 except 30=-123(LC t#,RRII L & 12),18=-123(LC 13) J� WAS i Max Grav All reactions 250 Ib or less at joint(s)24,26,27,28,29,22,21,20,19 except 16=270(LC 18), 25=270(LC 19),30=303(LC 1),23=270(LC 20),18=303(LC 1),2=270(LC 18) 4 2 O� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-33=-72/250,8-9=-100/341,9-10=-100/341,10-34=-72/250 NOTES- A 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS 'n0 ,p� I �w (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-8-6,Exterior(2)1-8-6 to 12-9-10,Corner(3)12-9-10 to 16-0-0,Exterior(2) +fL{ GIS TER 19-2-6 to 30-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber sSIONALti�G 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 ANSIfrPI 1. P R 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp;Ct=1 �ED Oce. 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 � lGNGI NE�•4 /O2 non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated QZ 89200 P E �f_ 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q AZ fit between the bottom chord and any other members. 4-OREGON 11)A plate rating reduction of 20%has been applied for the green lumber members. �L/ l,9 O1� 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16,25,26,27,28, Q Y 14, 2 PT 29,23,22,21,20,19,2 except(jt=1b)30=123,18=123. V/FRR I L� 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L06DCASE(S) Standard EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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��.YYY` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 JTIUSS Truss Type Qty Ply Pacific Evergreen Homes-1355 K1479321 7301 Common Supported Gable 1 ? �Bob._ i I � � Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 201-1-Tek Industries,Inc. Wed Oct 21 15 09:13 2015 Page 1 I D:FrsK9jwQphZ591?Ms9joUSz4yym-t_Dh WQIIHj 1 sQZd4Cvg35kMmQYFNBFOYF5L9sLyR8M4 L-0-0 22-0-0 —1`_6.0 tt-0-0 11-0-0 93-6-0 1-6-0 4x4 = Scale=1:41.1 7 t 6 8 6.00F1_2 26 27 255 9 28 10 a 4 3 11 29 24 12 2 qr 13 Io 01 3x4 23 22 21 20u 19 18 17 16 15 14 3x4 3x6= 22-0-0 22-0-0 Plate Offsets(X Y)=[2:0-2-7,0-1-8],[12:0-2-7,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 13 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) 0.01 13 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 12 n/a n/a BCDL 10.0BCLL 0.0 Y Code IBC2012/TPI2007 (Matrix) Weight:107 Ib 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. (lb)- Max Horz 2=121(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)2,20,21,22,23,17,16,15,14,12LL 8 Max Grav All reactions 250 Ib or less at joint(s)19,21,22,23,16,15,14 except 2=270(LC 18),20=255(LC 19), >r WASp, 17=255(LC 20),12=270(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. y� 0 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11,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,Corner(3)8-0-0 to 11-0-0,Exterior(2)14-0-0 to 'd � C{ 20-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate O� �F 51398 51398 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 �s`sIONAL VBG 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)Unbalanced snow loads have been considered for this design. 0 P R OFFS 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 non-concurrent with other live loads. NG]jv EF cS/ 6)All plates are 2x4 MT20 unless otherwise indicated. 9 �2 7)Gable requires continuous bottom chord bearing. 9 8)Gable studs spaced at 2-0-0 oc. 9200 P E r 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.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. 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 Ib uplift at joint(s)2,20,21,22,23,17, -7A-OREGON� 16,15,14,12. J / 9 Y 2 -�- 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12. 0 ^I y 4, —Q. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. MFR R I LOAD CASE(S) Standard EXPIRES: 12/31/2015 October 21,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekD connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Pacific Evergreen Homes-1355 K7479322 81507301 Col GABLE 1 1 1 1 1Job Reference optional) Pro-Build Beaverton Truss, Beaverton,OR 970057.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 15.09 14 2015 Page 1 I D:FrsK9jwQphZ591?Ms9joUSz4yym-LAn4jmmw209j2jCGmdCJdywkyaUwi N hU 15jOoyR8M 3 1 6-0 5-2-12 10-5-8 11-11=$ I I-1 5-2-12 5-2-12 1-6-0 Scale=1:22.1 4x4= 3 2x4 6.00 12 2x4 14 13 15 12 16 11 4 2 qLlto 5 1 2x4 6 2x4 3x4 2x4 II 3x4 5-2-12 10-5-8 i r 5-2-12 5-2-12 — Plate Offsets(X,Y)-- [2:0-2-7,0-1-8] [4:0-2-7,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.03 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.05 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0BCLL 0.0 Code IBC2012ITPI2007 (Matrix) Weight:43 Ib 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 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. (Ib/size) 2=531/0-5-8,4=531/0-5-8 Max Horz 2=-65(LC 13) Max Uplift2=-146(LC 12),4=-146(LC 13) RRIj j 8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 419 WASIr., `ilk TOP CHORD 2-11=-528/511,11-12=-468/514,12-13=-452/516,3-13=-440/524,3-14=-440/524, Q S W j fi 14-15=-452/516,15-16=-468/514,4-16=-528/511 co BOT CHORD 2-6=-319/388,4-6=-319/388 — WEBS 3-6=-286/234 NOTES- 51398 <{,� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;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,Interior(1)8-2-12 CtSTE �� to 8-11-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip s`SIONAL��G 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 OFFS 4)Unbalanced snow loads have been considered for this design. cS' 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 \�'J f�NC7'N non-concurrent with other live loads. GV 6)Gable studs spaced at 2-0-0 oc. 89200 P E 9r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 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 Ib uplift at joint(s)except(jt=1b)2=146, y f-OREGON 4=146. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q Y 14, LOAD CASE(S) Standard MFR R I EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M1ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCS]Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty PlyPacific Evergreen Homes-1355 K1479323 81507301 CO2 COMMON ? I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 15'0914 2015 Page 1 I D:FrsK9jwOphZ591?Ms9joUSz4yym-LAn4jmmw209j2jCGmdCJdyvvKyZTwiM hU15jOoyR8M 3 5-2-12 10-5-8 11-11-8 5-2-12 5-2-12 1-6-0 Scale=1:20.1 4x4 = 2 L 6.00 12 7 6 a 8 g 1 3 Io 4 E� 5 2x4 II 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/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.04 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.06 1-5 >999 180 BCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:36 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. Wr.BS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=410/0-6-0,3=539/0-5-8 Max Horz 1=-79(LC 13) Max Uplift 1=-1 1 5(LC 9),3=-148(LC 13) �LL 8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WAS TOP CHORD 1-6=-548/550,2-6=-464/557,2-7=-453/564,7-8=-464/558,8-9=-492/555,3-9=-552/552 BOT CHORD 1-5=-355/410,3-5=-355/410 4 j WEBS 2-5=-311/2380y� NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-3-0 to 8-2-12,Interior(1)8-2-12 to 8-11-8,Exterior(2)8-11-8 to 11-11-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 O� I R� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 is 3)Unbalanced snow loads have been considered for this design. S`SIO1VALti�G 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. PRO 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 ���0 OF�Cs fit between the bottom chord and any other members. Oj` G 7)A plate rating reduction of 20%has been applied for the green lumber members. �\ �N (NE FR s02 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=11b)1=115, tL 3=148. 89200PE 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard yG ,�OREGON �lv4r �O Y 14, 2!3 Q+ MFR R 10- EXPIRES: 0-EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 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 verity 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 -1355 K1479324 81507301 CO3 COMMON 1 ? 1 1 ence(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 15:09:15 2015 Pagge 1 I D:FrsK9jwQphZ591?Ms9joUSz4yym-pM LSx6nYpKHZftnSKKjYA9S44Lvif9bd PgGxEyR8M2 5_2-12 10-5=$ 11-11 a 5-2-12 5-2-12 1-6-0 Scale=1:20.1 4x4 = • 2 6.0o 12 7 6 8 9 ? 3 oI Io 4 E� 5 2x4 11 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 L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.04 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.06 1-5 >999 180 BCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:36 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF 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 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=410/0-6-0,3=539/0-5-8 Max Harz 1=-79(LC 13) Max Upliftl=-1 15(LC 9),3=-148(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. W TOP CHORD 1-6=-548/550,2-6=-464/557,2-7=-453/564,7-8=-464/558,8-9=-492/555,3-9=-552/552 BOT CHORD 1-5=-355/410,3-5=-355/410 WEBS 2-5=-311/238 ti 0 r NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-3-0 to 8-2-12,Interior(1)8-2-12 to 8-11-8,Exterior(2)8-11-8 to 11-11-8 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � p�51398 w� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �� CISTER 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 sStONALE�G 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 �Q.E0 P R OFFS, 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 NEER /0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=115, - 3=148. 9200P r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard yL ,�OREGON �Q /O Y 14, MFR R I -\- EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE 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 ■■��YY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71`11 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 JD01 Jack-Open Supported Gable Pacific Evergreen Homes-1355 K1479325 61507301 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Oct 21 15:09:15 2015 Page 1 I D:FrsK9jwQphZ591?Ms9joUSz4yym-pM LSx6nYpKHZftnSKKjYA9S6wLyVMWriPgGxEyR8M2 1­_�1_6� - 1-6-0 1-10-8 0-1- • Scale=1:11.0 2x4 4 3 7 6.00 F12 2 1 �I 4i a 1 1 6 5 3x4 — 2x4 I 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 MT2O 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 10.0BCLL 0.0 a Code IBC2O12/TP12OO7 (Matrix) Weight:9 Ib FT=10% 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. 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. (Ib/size) 4=43/2-0-0,2=212/2-0-0,5=-21/2-0-0,6=30/2-0-0 Max Horz 2=74(LC 12) Max Uplift4=-30(LC 8),2=-82(LC 12),5=-42(LC 5),6=-181(LC 18) Max Grav4=147(LC 18),2=294(LC 18),6=91(LC 5) R�LI FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4QJ��o�WA3 ,1�6 C� NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS y _' (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 51398 Gable End Details as applicable,or consult qualified building designer as per ANSIfrPI 1. �C{I 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �� CISTFR 4)Unbalanced snow loads have been considered for this design. ssIONALE�G 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 non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. ���EO P R OFF. 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 2O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \� GI N EF9 /Q2 fit between the bottom chord and any other members. CV 9 10)A plate rating reduction of 20%has been applied for the green lumber members. 89200P E 17- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,5 except Qt=lb) 6=181. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. lZ LOAD CASE(S) Standard OREGON�� �O 1- 14, 2" MFR R 10- EXPIRES: 12/31/2015 October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSO-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-1355 K1479326 B1507301 JD02 Jack-Open 10 1 Job Reference o tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Oct 21 15:09.16 2015 Page 1 I D:FrsK9jwQphZ591?Ms9joU Sz4yym-HZug8SnAaePQH 1 Met2Eni N_F81DvOdL_x3apTgyR8M 1 -1-6-0 2-0-0 X1--6-0 2-0-0 • Scale=1:11 0 3 • 6 00 12 5 provide support 2 a 1 1 3x4 = 4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00EICLL 0.0 n/a n/a BCDL 10.0 • Code IBC2012lTP12007 (Matrix) Weight:8lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD 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) 2=220/0-5-8,4=43/Mechanical Max Horz 2=74(LC 9) Max Uplift2=-88(LC 9),4=-7(LC 9) Max Gray2=376(LC 18),4=61(LC 18) RRIIL FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4QJ��OF WAS NOTES- �� 1)Wind,ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS —_ (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 A� 51398 w� 3)Unbalanced snow loads have been considered for this design. p ti0 t 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 is ER non-concurrent with other live loads. �SSIONALE�Gt 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 Ope. 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. (N 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. \� �NG EFR S. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. CV 89200PE r LOAD CASE(S) Standard �G OREGON�� �O �Y 14, 2� P-}- MFR R I EXPIRES: 12/31/2015 • October 21,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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 verity 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 iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll 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 & General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y I6 4 8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See BCSI. 11 Ci-2 C2-3 2. Truss bracing must be designed by an engineer.For 0-1/16 4 wide truss spacing,individual lateral braces themselves 0 WEBS cz4 may require bracing,or alternative Tor I W � y 0 bracing should be considered. U 1� 3 I O b O 3. Never exceed the design loading shown and never U �'U stack materials on inadequately braced trusses. 00 0 4. Provide copies of this truss design to the building C7-8 C6-7 CS6 For 4 x 2 orientation,locate — designer,erection supervisor,property owner and plates 0-149' 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 width measured perpendicular ESR-131 1,ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 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 10 spacing, or less,if no ceiling is installed,unless otherwise e noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood TCUS$Construction. is pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: BuildingComponent Safety Information, 20.Design assumes manufacture in accordance with P Y MiTek g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate I I , Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 O0f1 0 C) nnn — x o C C) 0 o o Q � prpr (D v CZ rr r r l l I I I I C (�D (C ZY m M CL U) crD II II Q 11 � 41. 00 C II N v N O (D � C Z y 45-00-00 O N �o y 43-00-00 y o C) iu (D cn ZT — r7= - 0 JDO (D (D i w (D D �� (n � i A02 11 Q A02A 9 E I I CD N I (D CD N � I Q - O CD O - C p N N CD ;q: O O ` O CQ - — CD O O O ! I O (D < (D 70 n -, C C �. O - I r— (Q w rn 00 � w C. A Z O Ln o (D -� D r 4N. < O — C) --I V O O o N W j 17-08-04 O J -- � cn . v C n 0 0 41-00-00 n (D 45-00-00 C E3 CG) o Cr Og c cn 5350 SW 107th Ave THIS IS A TRUSS PLACEMENT DIAGRAM ONLY These misses ;lie designed as individual budding IT —E I aBeaverton, OR 97005 components to he incotpurated into the building design at the speciticauon of the building designee Seethe Phone- 971-371-5971 mhvidoal deign sheets Cor each tioss design identified -- - --— on the placement d,a,ving 'I he building designer is BUILDER: DATE: SCALE: responsible foi ten,poiwp'and permanent biasing of the Pacific Evergreen 10 - 21 - 2015 NTS roor and boot Twill and for the overall sooct»re The design of the iniac support soucnue including I'KO.I I?C'I': DRAWN'R\': .101 4: headers,beams,walla,and columns is the responsibility 1355 Roberto Vasquez J 1504 501 of the buildu,g del,gne, For general gm dance rega,ding bracing, cons»h "Riaang of wood musses" ADDRESS: available from the lit—Plate Institute,>S3,D'Onifrio F.a , Happy Valley, OR 97015 Drive,Madison,WI S3171)