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Plans (234) Mc - CL\1`- 11 + ()\' S1,v � i 1 MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 95111t5CEIVED Re: B1703356 Mission Homes OCT 25 2017 CITY OF TIGARJ BUILDING DIVIuSION 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: K3757310 thru K3757332 My license renewal date for the state of Oregon is June 30,2019. �5���4AG NE�c�`ro ct 86809PE c- o OREGON cy �'y Gly to 20�`O� 96 M OMS c- 019 October 5,2017 Komnick,Chad 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. t ;Job ;Truss Truss Type T YP Qty Ply Mission Homes K3757310: B1703356 A01 GABLE 1 I 1 ID:SSx hkF LJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:28 2017 Page 1 p LAsAsBws?5kQlCbzvO?Z-52g1MwTrV7tp_kFKKWjukiOl?osfwd9E4C5J75yWi9j 0,4-04 200-0 _ � _.. 1-4-0 i--__ ___.. __.__. _.19-8-14 20-0-0 19-8-14 - 5x6 =-- Scale=1:70.7 6.00 112 13 Sheet Front �`, SHEATHING NOT CONSIDERED PART Full Sheathing 12 �`r♦♦♦ 14 OF STRUCTURAL COMPONENT 1 Ply. 46�/� �, 47 15 r♦♦ 3x6% 10 11� ���� �� ♦♦ 16 / �/ p 8 ( /// , ♦® 18 7 ��� �� ���/ ♦••ate 19 6 ,/,/ / �,/�I � 20 5 l� � .�I 1010410,1,o0,0prep444,.:1 I I � I I4 // ,, ♦4x6 / / / t ♦ 22��3 �� I I I �.� 4645 �// / / / , 23I I �I I �I 24 �45 '/ I I I I I ,o �/ .���. �__� / IteAiw i 1, 3x8 1, 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 5x6 s- __ _... __ _.__-. --- - -_-_ --.- -.29-8-14 39-8-14 Plate Offsets-(X Y)z j2;0-3 1,0-041,13:0-1-12 0 2-0],135:0 3 0-3-OJ LTCLL 2 OADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud . PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 1 n/r 120 BCLL 0.0* Rep Stress Incr YES • WB 0.17 Horz(CT) 0.01 25 n/a n/a BCDL 10.0_ Code IBC2015/TP12014 (Matrix) j Weight:266 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 13-35,12-36,11-37,14-34,15-33 13-35:2x4 DF No.1&Btr G - —_ MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 2-1-10 be installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. All bearings 39-8-14. (Ib)- Max Horz 2=219(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,25,36,37,38,39,40,41,42, 43,44,34,33,32,31,30,29,28,27 except 26=-135(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,25,38,39,40,41,42,43,44, 32,31,30,29,28,27,26 except 35=252(LC 12),36=264(LC 17),37=257(LC 17),34=270(LC 18),33=262(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-108/268,10-11=-117/322,11-46=-137/381,12-46=-131/385,12-13=-154/461, 13-14=-154/461,14-47=-131/385,15-47=-137/381,15-16=-117/322,16-17=-98/268 WEBS 13-35=-253/67 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=2ft;Cat.II;Exp O PR Qpfi B;enclosed;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 17-0-0,Comer(3)17-0-0 to 20-0-0,Exterior(2) •((.0 ``�'N 0-61 23-0-0 to 36-5-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 5 ``� E ,7 Oi. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Nr 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 4c n r Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 8680"P t, 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 non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. v OREGON 0, 7)Gable requires continuous bottom chord bearing. �� (�c. 1 y - 20\ 04 8)Gable studs spaced at e for aO K ��` 9)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7 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 Ai O fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES:06-30-2019 Continued on page 2 October 5,2017 A WARNING-Verily design parameter: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 fellIl 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 bradng 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 r Job Truss Truss Type Qty Ply Mission Homes 1703356 i BPro Build Beaverton Truss, A01 Beaverton,OR 97005 GABLE 1 • 1Job `P ) K3757310I ID:SSxphkFLAsAsBws?kQICb vO?Z-52g1MwTrV7tp kFKKWjuk001 osfwd9E4C5J75yWi9j 16 2017 MiTek Industries,Inc. 18:19:28 2017 2 NOTES- 12)N/A 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 MiTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job t 1 Truss Truss Type Qty Ply Mission Homes I K3757311; B1703356 A02 _IMOD.QUEEN '10 1 --__- - -- ---- - IJob Reference(optional) __ __ - 8 --_ - Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc Wed Oct 04 18:19:29 2017 Page 1 ID:SSxphkFLAsAsBws?5kQICbzvO?Z-ZEOQZGUTGR?fctgxtEF7Hvw6KC12f 6NJsgsfXyWi9i rL3-0 --_ 6-5A2__ A-- -.13-2-14-. t ---._ 20-0-0 _.... I --_. 26-9-2 - - I _ _--. 330-4 I 29-614_-__ --._1 1-4-0 6-5-12 6-9-2 6-9-2 6-9-2 6-9-2 6-2-10 Scale-1:74.4 5x6 = 6.00 112 7 30 31 3x4 3x4% 32 3x6 i 6 29 8 3x6 5 �a 2 0 2x4\\ 2x4// iii44 10 4x4 4x4 4x4 i 3/ 11 4x4 28 ` 2 G °�11 -- - _ 12 1'", 15 24 25 14 26 27 13 5x8 l 3x4 = 5x10 3x4`- 5x10 . _8.14 __ _.I. -- - _..20-2Q_. -... I -_. -. _30-1-11 _.. _....I - -_._39.644---.. I 9-19,5_ - ---- -- --...10-1-11 101 93. Plate Offsets Q Yj- 12:0-440-0-151 j12:0-3-9,E 1 e),J14:0-5-0,073-4] LCLL OADING(psf)5 0 1 SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.34 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT) -0.78 13-14 >609 180 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 J Code IBC2015/TP12014 1 (Matrix-S) Weight:208 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* WEBS 1 Row at midpt 6-14,8-14 7-14:2x4 DF No.1&Btr G SLIDER Left 2x6 DF No.2 3-7-4,Right 2x6 DF No.2 3-64 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (lb/size) 12=1668/Mechanical,2=1756/0-5-8 Max Horz 2=202(LC 11) Max Uplift 12=-463(LC 12),2=-534(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-28=-900/69,3-28=-886/76,3-4=-2797/837,4-5=-2628/782,5-6=-2451/796, 6-29=1914/660,29-30=1843/672,7-30=-1807/683,7-31=-1807/683,31-32=-1901/660, • 8-32=-1915/658,8-9=-2399/785,9-10=-2556/771,10-11=-2724/822,11-12=-454/0 BOT CHORD 2-15=654/2469,15-24=-479/2126,24-25=-479/2126,14-25=479/2126,14-26=-475/2090, 26-27=475/2090,13-27=475/2090,12-13=-636/2361 WEBS 6-15=45/458,6-14=-839/351,7-14=-383/1274,8-14=-831/345,8-13=-32/405 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 17-0-0,Exterior(2)17-0-0 to 20-0-0,Interior(1) �!��n P E�s� 23-0-0 to 36-8-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ` V R 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 �5 �CNGINEF9 �Q 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 �� 86�%9 P E r non-concurrent with other live loads. / 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent 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,with BCDL=10.0psf. 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. OREGON 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)12=463, �i,vi z Y 1 20'��O 2=534. �f ` 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 7O sheetrock be applied directly to the bottom chord. M. KOC EXPIRES:06-30-2019 October 5,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not l' 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 MITQK• 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 ANSVTPI7 Quality Criteria,DSB-89 and BCSI Building Component I 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job 1Truss 'Truss Type Qty Ply Mission Homes K3757312 B1703356 A03 ROOF SPECIAL 6 I 1 I 1 1__.. _..1Job Reference(optionaI)_-__. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:30 2017 Page 1 ID:SSxphkFLAsAsBws?5kQICbzvO?Z-1QyoncU51k7WD1PjRxmMp7THncNs0QBWYWaQC_Wi9h -14=01 2-4-4_t__ 6-5-12_. 1 13-2-14 }._ __20-0-0 _.- I __. 26-9-2.. -_...i 315-4 _-..j ..._.34-8-14 __-- I 1-4-0 2-4-0 4-1-12 6-9-2 6-9-2 6-9-2 6-9-2 6-2-10 Scale=1:83.3 5x12 MT18H 6.00 112 7 r 28 29 3x4 3x4% 30 3x6% 6 27 8 3x6 J 5 9 Y Aiii/& di 4x4 4x6 5x10% 4,..., :r10 4X12%326 31 : \' 2 11 to O20 -.. [-- Aa.'.. __._-:- __.rs,- _ •- - '.it 19 32 c 304 II 3x4 17 33 16 15 14 13 12 5x8= 3x6 I I 3x6-- 4x12 10x10 - 8x8% VERTICAL SUPPORT OF FREE 8x12 - 4.00 112 END OF BC IS REQUIRED x_23-4 F _ 9=9-5 ---.I __. _20-0.4_..._.. --.:_ 30-1-11 -..-. L_..._ .3,28.14_ _ _ I 234 7-6 14-1-11 121-11 9_77 Plate Offsets_X Y) _[2:074-1,0-5-1],[2:0-5-0,0,7A,12:17271,0-270j.16:0-1-12,0-1-4 113:0-5-0.0-3-41,[14:0-5-4,0-2-01,116:0-3-0,0-0:91418:0-6-0,0-38,12010-2-12,O71-8 TOL DING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.34 18-19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.96 18-19 >493 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(CT) 0.25 13 n/a n/a Code IBC2015/TP12014Matrix-S BCDL 10.0 ( ) Weight:235 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied. Except: 2-20:2x6 DF No.2 10-0-0 oc bracing:16-18 WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-18,8-18,10-13 14-18,11-13:2x4 DF No.1&BtrG r- - - ---- MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 2-7-14 be installed during truss erection,in accordance with Stabilizer , Install io 9ulde. 1 REACTIONS. (lb/size) 2=1784/0-5-8,13=1695/Mechanical Max Horz 2=222(LC 11) Max Uplift2=-508(LC 12),13=-436(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-26=-3928/949,3-26=-3902/952,3-4=-3811/993,4-5=3067/801,5-6=-2890/815, 6-27=-2076/617,27-28=1975/628,7-28=-1969/640,7-29=-1959/639,29-30=-2053/627, 8-30=-2067/614,8-9=-2424/738,9-10=-2601/725,10-31=-596/158,11-31=-683/146, 11-13=-461/171 BOT CHORD 2-20=-781/3420,19-20=-722/3051,19-32=-457/2363,32-33=-457/2363,18-33=-457/2363, 16-18=0/363,7-18=-340/1356,13-14=-577/2350 WEBS 4-20=-92/480,4-19=-520/295,6-19=-91/708,6-18=-944/375,14-18=-303/1983, 8-18=-703/327,8-14=-17/283,10-13=-2153/619 NOTES- ��O PROFF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=5ft;Cat.II;Exp '� GINE .s/O B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 17-0-0,Exterior(2)17-0-0 to 20-0-0,Interior(1) \� . F 2 23-0-0 to 36-5-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ,.v? 9 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 / 86809PE 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti, OREGON q 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 / fit between the bottom chord and any other members,with BCDL=10.0psf. y 10 2.o 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. O ��` M. KO 10)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES:06-30-2019 Continued on page 2 October 5,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&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 ��e 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 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 Y IJob _-_ truss Truss Type -.. _..- Qty IPly I-MissionHomes ] 6 B1703356 A03 J ROOF SPECIAL 1 K3757312 Job Referencejootionalt) Pro-Build Beaverton Truss, Beaverton,OR 970057 0 .640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:30 201717 Page 2 I D:SSxphkFLAsAsBws?5kQlCbzvO?Z-1 QyoncU51 k7WD1 PjRxmMp7THncNsOQB WYWaQCyW$.19h NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=508,13=436. 12)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. 1 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 NI 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 'Y1 B iTek" is always required for statabty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty :,Ply Mission Homes K3757313 161703356 ,A04 ;MOD:QUEEN 3 1 Job Reference(optional]. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:32 2017 Page 1 ID:SSxphkFLAsAsBws?5kQICbzvO?Z-_p4YBIWLZMNETLY5ZMogvYYdNP2psJmp?g3XGsywi9f 11 ---_.. 6-512- __. _. I 13-2-14 1 20-0-0 --_- 26-9-2 -_ _.j-_ _.33-6-4_-_. +...-.-._- 40-44 --...#1,4-01 1-4-0 6-5-12 6-9-2 6-9-2 6-9-2 6-9-2 6-5-12 1-4-0 Scale=1:75.4 5x6 6.00 f12 7 31 32 3x4 33 3x4 i I 3x6% 6 30 8 3x6 5 9 YI *,, d \ 2x4\ 2x4 /i 4 10 4x4,•-•--- 4x4 2' 4x4! 3 11 4x4 28 - a 34 II dl t, 2 --- _. :: ---- 16. __..25 _- --26 --- - 27 -.-. 28 14 -. --:_.-. --- ` 12 1310 15 3x4 5x10 `-_ 3x4 — 5x8 '1 5x8 I I I - -- - _9-10 ---.-. i_.... _.._-20-A-0 ___ I -- 30-1-11 -.--...- -t----- -__ 40-42. __ _.___i ---. __- - _9,145 -__-- -_— __.10-1-11 -.._-_--._.. 1 11 _910-6 Plate Offsets(XX),12_0-4-4,0-0-15)112:0-2-9,0-2-15],115:0-5-0 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.32 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.75 15-16 >636 180 BCLTCDL L 0.0 7.0 Rep Stress lncr YES WB 0.58 Horz(CT) 0.16 12 n/a n/a Code IBC2015/TP12014 (Matrix-S) Weight:211 lb FT=10% BCDL 10.0 g 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* WEBS 1 Row at midpt 6-15,8-15 that 7-15:2x4 DF No.1&Btr G ers _- - MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 DF No.2 3-7-4,Right 2x6 DF No.2 3-7-4 be installed during truss erection,in accordance with Stabilizer i Installationguide. REACTIONS. (lb/size) 12=1765/0-5-8,2=1765/0-5-8 Max Horz 2=-204(LC 10) Max Uplift 12=-537(LC 12),2=-537(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-29=-901/69,3-29=-887/76,3-4=-2816/841,4-5=-2647/786,5-6=-2470/800, 6-30=1934/662,30-31-1921/665,7-31=-1827/687,7-32=-1827/687,32-33=-1920/665, 8-33-1934/662,8-9=-2470/800,9-10=-2647/786,10-11=-2816/841,11-34=-887/76, 12-34=-901/69 BOT CHORD 2-16=-611/2494,16-25=-436/2152,25-26=436/2152,15-26=-436/2152,15-27=-436/2125, 27-28=436/2125,14-28=436/2125,12-14=-611/2461 WEBS 6-16=44/457,6-15=-856/351,7-15=-386/1289,8-15=-856/351,8-14=-44/457 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 17-0-0,Exterior(2)17-0-0 to 20-0-0,Interior(1) `s t O PR Opk-,, 23-0-0 to 38-4-0 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 Ca` �NOI NE�c.9 �0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 V' �j 3)Unbalanced snow loads have been considered for this design. �� 8 809 P E 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 L 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. I /- 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Or/' fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. (1/4 OREGON r1, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=537, 0 �/ '� G '/ 2=537. ' <Y 10 20 0 9)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. O Al. KO �� EXPIRES:06-30-2019 October 5,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MMI.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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 B1Job -__-.- r _--.- A05s----_--- ------- GABLEype _..- -_.---- ---. . __.Qty Ply... l i MissionHomes. -_ --- K37573141, Truss 1 IJob Reference(optiona - Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:33 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-S?ewPeX_KfV54V7164J3RI5ukpZgbtOzEUo4olyWM9e r1-4-01 - -_---___._ __ 20-0-0 - -__-_ f-._ - _--__— __.. -.39-8-14 -._-_---H 1-4-0 20-0-0 19-8-14 5x6-_ Scale=1:70.7 6.00 112 13 SHEATHING NOT CONSIDERED PART Sheet Back 12 ���14 14 OF STRUCTURAL COMPONENT Full Sheathing / 47 1 Ply. ,��� N11,140, 15 15 3x6 -<'" 10 .,"0 0/ , �� 76 8 I00 �9 1 /e 1� w.4a, 19 " �11 I J I444, Ire,, 2, 20 �1/1 �1 I I 1 / r i / 4x6, 4 •/� �I/ ��/ /I 1/AV 22 1 1 / �' 1 I I .1 46 1/ / 1 1 /i / � 23 45 �/1/,1/IA/0/r: 1/I 1 1 , .� 24 1 / / I/ I/ 1,, 2 r�, I/ _ I/ _ /�I/ I! =I 3x8 I' 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 5x6 39.8-t41 39-8-14 _.._ _..... Plate Offsets a,Y 12:0-3-1,0-0-41,133_0-1-12 0-2-0]135:0-3-O,0-3-0] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 25 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:266 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 13-35,12-36,11-37,14-34,15-33 13-35:2x4 DF No.1&Btr G r MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 2-1-10 I be installed during truss erection,in accordance with Stabilizer Installs io guide. REACTIONS. All bearings 39-8-14. (Ib)- Max Horz 2=219(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,25,36,37,38,39,40,41,42, 43,44,34,33,32,31,30,29,28,27 except 26=-135(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,25,38,39,40,41,42,43,44, 32,31,30,29,28,27,26 except 35=252(LC 12),36=264(LC 17),37=257(LC 17),34=270(LC 18),33=262(LC 18) j FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-108/268,10-11=-117/322,11-46=-137/381,12-46=-131/385,12-13=-154/461, 13-14=-154/461,14-47=-131/385,15-47=-137/381,15-16=-117/322,16-17=-98/268 WEBS 13-35=-253/67 NOTEd- �Cp PROF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=2ft;Cat.II;Exp ` B;enclosed;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 17-0-0,Comer(3)17-0-0 to 20-0-0,Exterior(2) �C;S NG,t NEED v" 23-0-0 to 36-5-9 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 ,9 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 K- g.•09PE C" 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 - non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. co: OREGON q, 7)Gable requires continuous bottom chord bearing. 0� Y 7 O Zd' 4 8)Gable studs spaced at 2-0-0 oc. \ CY 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 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 M, KO M fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES:06-30-2019 Continued on page 2 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. 'I me Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not of design parameters and properly incorporate this design into the overall NI a truss system.Before use,the buildingdesigner must verifytheapplicability pe ly po g Y 9 9 chP truss web aM/or chord members only. temporary andpermanent bracingI ' building design.Bracing indicated is to prevent buckling of individualN Po ry MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracingof trusses and truss systems,see QualityCriteria,DSB-89 and BCSI BuildingComponent 250 Klug Circle i . Y dNSIVPp , Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1Job4 Truss Truss Type Qty 1Ply 1 Mission Homes • K3757314 B1703356 IA05 (GABLE 1 1 Job Reference(optional) • Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:33 2017 Page 2 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-S?ewPeX_KfV54V7164J3R15ukpZgbtOzEUo4olyWi9e NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,25,36,37,38,39,40,41,42,43,44,34,33,32,31,30,29, 28,27 except(jt=lb)26=135. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI" 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/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 - - Job _ Truss ;Truss Type Qty :Ply Mission Homes K3 573151 1703356 BPro-Bu Pro-Build Beaverton Truss, B01 CALIFORNIA GIRDER 1 7.640 1s Aug6 2017 MiTek Industr es,Inc. Wed Oct 04 18:19:34 20177 Page J --- --- _ 1 ; Job Reference(optional" Beaverton,OR 97005 91 I D:SSxphkFLASAsBws?SkQlCbzvO?Z-wBCJc_XcSzdyifi Ugngl_zewQ DmKK156T8YdLly Wi9d 1.-1:94 i ___._. 5-6-13 4 12-5>3 19-5-8 1-0-0 5-6-13 0-4 _-. 6-7-10 1281411 -. _-... _..5-65-3 -_..._ --- -- 1 10-0 I ¢ Scale=1:34.8 5x8 G 4x6 15 _—_X 1,7<16 1 1 8.00 H2 : 4in y a .4j 00002 I o I 5 a n11 rl'� L f !i _ lal s l' c'2"19 8 7 20 21 8x8 ' LUS24 2x4 3x4 LUS26 LUS26 LUS24 8x8 _5-6-13- 12-10-11 18-5-8 5-6-13 7-3j5_ 5-6-13 Plate OffsetsX Y ( ),Jr:Edg ,(:1-441,13:0-3,0,0-2-4],j5:Edge 0-4 4.1__ TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.07 7-14 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.15 7-14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.27 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:95 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins,except BOT CHORD 2x6 DF 2400E 2.0E 2-0-0 oc purlins(4-2-2 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE WEBS 1 Row at midpt 3-7 Left:2x4 DF Std-G,Right:2x4 DF Std-G MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1848/0-5-8,5=1848/0-5-8 LnsSallaflDO guide. Max Horz 2=-101(LC 6) Max Uplift2=-675(LC 8),5=-675(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1937/674,3-15=-1532/615,15-16=-1531/615,16-17=-1531/615,4-17=-1530/615, 4-5=1895/660 BOT CHORD 2-18=-444/1587,18-19=-444/1587,8-19=-444/1587,7-8=439/1557,7-20=-413/1531, 20-21=-413/1531,5-21=-413/1531 WEBS 3-8=-125/589,4-7=-132/608 NOTES- 1)1/And:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip �`��p Opp, DOL=1.60 ` PR 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 s 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs r�Cj `NGI N4;9 /a non-concurrent with other live loads. 7 2 4)Provide adequate drainage to prevent water ponding. :09PE - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. �" r 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. / 8)Provide mechanical connection(byothers of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except(jt=lb)2=675, �' ) p P P 5=675. v,OREGON del, 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ye�tt )- 10 2° �G 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 14-4-0 oc max.starting at -70 v- 2-0-12 from the left end to 16-4-12 to connect truss(es)to back face of bottom chord. M. K00 12)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent spaced at 12-11-0 oc max. starting at 2-9-4 from the left end to 15-8-4 to connect truss(es)to back face of bottom chord. EXPIRES:06-30-2019 C13�Fill all nail holewhere hanger is in contact with lumber. o tlnue on page October 5,2017 MINIM ,1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mu a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle , Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss (Truss Type Qty Ply Mission Homes B1703356 601 CALIFORNIA GIRDER 11 7.6401siJReference(optional)CALIFORNIA K3757315 Pro-Build Beaverton Truss, Beaverton,OR 97005Aug MITek Industries,Inc. Wed Oct 04 18:19:34 2017 Page 2 I D:SSxphkFLAsAsBws?5kQlCbzvO?Z-wBCJc_Xc5zdyifiUgngl_zewQDmKKI56T8ydLlywi9d NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)169 lb down and 137 lb up at 5-9-5,and 169 lb down and 134 lb up at 12-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,9-12=-20 Concentrated Loads(Ib) Vert:3=-2 17=-2 18=-37(B)19=971(B)20=-971(B)21=-37(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1Y,A Mak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ' ',Truss Truss Type --- ;Qty Ply 1I Mission Homes I 1 i K3757316 B1703356 B02 CALIFORNIA GIRDER 11 1_-_ 2 Job Reference_Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:35 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-OOIhgKYEsHmpKoHgEULXWAA8Yd6A3kvFholBtByWi9c 1.-1-0-0 1 _.._310-8 {..-.. 6-11-5._-_ 744-1 -1 5 _.. 10-9 __.._.1l-6-J 14s7A. _._.... I _.__18 ... -_-i 1-0-0 3-10-8 3-0-14 0-5-1 3-7-10 0-5-1 3-0-14 3-10-8 Scale=1:37.6 8x12 i 5x10 4 _ISS 1: 410 410 44W 8.00112 1, 3x4 2 1 ' 3x4 ' 3 6 1. 1 All 2 �, O 2_ 19 11 20 10 21 22 23 24 8 25 10x10------- HUS26 HUS26 HUS26 HUS26 HUS26 3x6 I'. 8x8 -= 8x8 =- 2x4 9x12 MT18H'� HUS26 HUS26 HUS26 I—.. _ � _-..._.. I ----._.. I __ 14 _ -_.18-5-8 -- 3-10-8 - -.._. 3-044 _.._-- _.4$1 __-_ --__ 3-9---14 ---I_._.. _ _ 1�_._. Plate Offsets(X,Y)-- f2:0-0-14.Edge],[3:D-1-4,0-1-81,_14:0-5-0 Edge].[6:0-140,1-8),17:0-0-15,0-2-11:11,19:0-4,0,0442,1,110:0-3-9 04_121111,0-3-1z0-1701 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.11 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.27 9-10 >822 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.36 Horz(CT) 0.07 7 n/a n/a BCLL 0.0 * BCDL 1.0.0 Code IBC2015/TP12014 (Matrix-M) Weight:235 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except" TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins,except 4-5:2x6 DF No.2 2-0-0 oc purlins(5-11-6 max.):4-5. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 4-10,5-9:2x4 DF No.1&Btr G WEDGE Left:2x6 DF No.2,Right:2x6 DF No.2 REACTIONS. (lb/size) 2=7909/0-5-8,7=7558/0-5-8 Max Horz 2=118(LC 26) Max Uplift2=-3219(LC 28),7=-3083(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=10750/4348,3-4=-9505/3595,4-18=-7879/2797,5-18=-7875/2621,5-6=-9467/3571, 6-7=-10615/4314 BOT CHORD 2-19=3529/8840,11-19=-3108/8840,11-20=3062/8840,10-20=2647/8840, 10-21=-2468/7911,21-22=-2403/7911,9-22=-2621/7911,9-23=-2614/8713, 23-24=-2950/8713,8-24=-2982/8713,8-25=-3075/8713,7-25=-3496/8713 WEBS 3-11=-582/1634,3-10=-1117/557,4-10=-1218/4352,4-9=-285/362,5-9=-1412/4755, 6-9=1209/577,6-8=-526/1444 c ❑ NOTES- t`�E3 PROFS 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. ��� �NGJ NE , ' Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. V v Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 86%19 P E connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. / / 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 (4%.OREGON a 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ( \non-concurrent with other live loads. 4, 4 10 2. \O 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. M, KOM 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 EXPIRES:06-30-2019 fit between the bottom chord and any other members. Continued on page 2 October 5,2017 IMME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 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 legt 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 bredng MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPII 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 I Truss Truss Type Qty Ply I Mission Homes B1703356 ''902 1CALIFORNIA GIRDER 1 ' K3757316 - s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:35 2017 Page 2 ID:SSxphkFLAsAsBws.SkJob Reference tional )Pro-Build Beaverton Truss, Beaverton,OR 97005 -7640 NOTES- OlCbzvO?Z-OOIhaKYEsHm KoHgEULXWAA8Yd6A3kvFholBtByWi9c 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)except(jt=lb)2=3219,7=3083. 12)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-5-8 for 150.0 plf. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 16-0-12 to connect truss(es)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)351 lb down and 319 lb up at 7-1-14,and 351 lb down and 316 lb up at 11-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-64,12-15=-20 Concentrated Loads(Ib) Vert:4=-253 11=-1675(F)18=-253 19=-1648(F)20=-1675(F)21=-1675(F)22=-1675(F)23=-1675(F)24=-1675(F)25=-1648(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 Mil 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 ANSIrrPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informatibn available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r i Truss 'Truss Type ;Qty Ply Mission Homes K3757317 B1703356 ICO1 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:36 2017 Page 1 ID:SSxphkFLAsAsBws?5kOlCbzvO?Z-saJ3lgZsdaugxystoCtm30jQBobFoG?PwSlkPdyW9b 1-1-0-0 1 7-48 187-0 i 16-M 1 1-0-0 7-9-8 7-9-8 1-0-0 4x4 -. Scale=1:36.3 7 SHEATHING NOT CONSIDERED PART Sheet Front /iP OF STRUCTURAL COMPONENT Full Sheathing '1 Ply. 6 ���.. 8 8.00�12 �� It iii / 3x4 i 4 / 0 (� . 10 3x4 3kW Adi .o!i 2 / s .11 P44r: 12 13.� 1f�iV .�i ��i A /ps, o 3x6 II 20 19 18 17 16 15 14 3x6 Ali I-__ — ___.--- --_ _ -.-.. 15,7-0 -.- I 15-7-0 Plate_Offsets(X Y)=12:0-3-15,0-0,31,112:0-3:15.070-31_ - _ __ LOADING(psf) TSPACING- 2-0-0 CSI. DEFL. in (roc) I/deb L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 12 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 12 n/r 120 TCDL 7.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix) I Weight:86 lb FT=10% BCDL 10.0 f 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 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Std-G 1-7-6,Right 2x4 DF Std-G 1-7-6 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-7-0. (Ib)- Max Horz 2=-136(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,12,18,19,20,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,17,18,19,20,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Comer(3)-1-0-0 to 1-9-8,Exterior(2)1-9-8 to 4-9-8,Comer(3)4-9-8 to 7-9-8,Exterior(2) 10-9-8 to 13-7-0 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 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs QGn p ryFc non-concurrent with other live loads. ``GV l/ C 5)All plates are 2x4 MT20 unless otherwise indicated. `��� _`G�NE�n t ' 6)Gable requires continuous bottom chord bearing. `` ,7 7)Gable studs spaced at 2-0-0 oc. ,C? ?/ 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6 9PE x 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 O e '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)2,12,18,19,20,16, s, . 15,14. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Vi,OREGON (L c r10 `z°' - q1 M. KO 0 EXPIRES:06-30-2019 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not !. WI. 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 braang MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314. Corona,CA 92880 SII Job Truss Truss Type IQtyi PlYf Mission Homes K3757318 B1703356 CO2 HOWE 1 1 ^ 1 i, L ,JobReference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:37 2017 Page 1 ID:SSxphkFLAsAsBws?SkQlCbzvO?Z-KmtRF?aU0u0XZ6R3LvO?cbGYYQpLXbbY96nly4yWi9a 1 -. _1-112 I -... _. 2,9_,8 _-- f--.. _...----71714- _ I 15-7-0 X 16-7-0 i 3-11-2 3-10-6 3-10-6 3-11-2 1-0-0 4x8 I I Scale=1:38.8 3 01 8.00 112 3x6 2- 3.6 2 4 m I AN i:-.5 I 5 k. F6 I Il ` I L l� Ili1 �, 41110 17 8lo.il 4. 7 19 10x10 = HUS26HUS26 HUS26 10x10= HUS26 3x6 II 8x8 - 3x6 11 HUS28 HUS26 HUS26 I 3.11.2 I 7-9a__.. I __._11-7-14 _... f __. _._._153-0_ --1 3-11-2- - ----- _. 3-10-6__—_ _ ___ _.___.3-10-6. _.3-11-2 _Plate Offsets(XX)— 1.000-14,Edgej,12:0-2-4,0-1-81,44;0-.2-4,0-1-A,1.5:0-0-14 E_dge],j7:0-44,0-141,(8:0-4-0,0-4-12],79:0-4-4.0-1-81 z________ __r____r_____ :__ : ___ _— LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.20 7-8 >953 180 TCDL 7.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.05 5 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-M) Weight:182 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. WEBS 2x4 DF Std G`Except* 3-8:2x4 DF No.1&Btr G WEDGE Left:2x6 DF No.2,Right:2x6 DF No.2 REACTIONS. (lb/size) 1=6481/0-5-8,5=6426/0-5-8 Max Horz 1=-132(LC 25) Max Uplift1=-2693(LC 28),5=-2713(LC 29) Max Gray 1=6606(LC 19),5=6547(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8728/3601,2-3=-6330/2497,3-4=-6330/2497,4-5=-8728/3596 BOT CHORD 1-16=-2876/7180,9-16=2447/7079,9-17=-2342/7010,8-17=-2142/7010, 8-18=-2094/7008,7-18=-2338/7008,7-19=-2443/7046,5-19=-2872/7179 WEBS 2-9=-801/2448,3-8=-1939/6647,4-7=-803/2447,2-8=-2231/874,4-8=-2229/868 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. �C 010 PR Op ,, Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply s. �NG�NEF9 �- connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ?j 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp 'j� B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip 8.7 09PE V DOL=1.60 /P.!" 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,', non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v OREGON n. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will G� �N sk- fit between the bottom chord and any other members. yam/ r 10 2 `G 8)A plate rating reduction of 20%has been applied for the green lumber members. -7 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=2693, O M. KO� 5=2713. 10)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag EXPIRES;06-30-2019 loads along bottom chord from 0-0-0 to 15-7-0 for 150.0 plf. Continued on page 2 October 5,2017 aiti 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 ' MI building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-e9 and BCSI Building Component 250 Klug Circle Safety Infennation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job ' Truss Truss Type (Qty Ply Mission Homes K3757318 B1703356 CO2 HOWE 1 2_Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:38 2017 Page 2 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-ozRpSLb69C8OBG0FvdvE8pojlg9aG2giOm WrU WyW 9Z NOTES- 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-7-12 from the left end to 13-7-12 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:10-13=20,1-3=-64,3-6=-64 Concentrated Loads(Ib) Vert:9=1648(F)8=-1648(F)7=-1648(F)16=-1648(F)17=-1648(F)18=-1648(F)19=-1648(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,end is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MITBk• 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 Y r 1Job ITruss !Truss Type Qty !Ply jMissionHomes K3757319 IB1703356 001 GABLE 1 1 ' i !Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:38 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-ozRpSLb69C8OBG0FvdvE8pomhgGiGAgiOmWrUWywi9Z -1-0-0..i.. _.. Sa1.L1-4__ _ _ _..1 _ -__ 13-8-$ _---- i.14-8-8 I 1-0-0 6-10-4 6-10-4 1-0-0 4x4— Scale=1:32.6 6 Sheet Front �,�, Full Sheathing ��.. SHEATHING NOT CONSIDERED PART 1 Ply //P ��. OF STRUCTURAL COMPONENT 8.00 112 5 0� # Y 4 fffr1/1/k j8 4x6 G �✓01 I ,L••i. 9 4x6�� a l� f /// // F //�' 40 Ati//Att�I 11 i _ _ • 3x6 ''I 18 17 16 15 14 13 12 3x6 II 13-- _.. -..-. _.-.. - __..--- - _..---- ---_ 13-$-8 , Plate Offsets(X Y)-- j2:0-1-9,0-0-71,13:0-1-14A-2-0),[9:0-1-14,0-2M,410:0-1-9,0-0-151 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 10 n/r 90 MT20 220/195 (Roof TCDLSnow=25 0)0 Lumber DOL 1.15 BC 0.02 1 Vert(CT) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:72 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.i&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G --_quire MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 OF Std-G 0-10-15,Right 2x4 DF Std-G 0-10-15 i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-8-8. (lb)- Max Horz 2=121(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14,13,12 Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 3-10-4,Comer(3)3-10-4 to 6-10-4,Exterior(2) 9-10-4 to 11-8-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �cD P p O p- non-concurrent with other live loads. C G rl 5)All plates are 2x4 MT20 unless otherwise indicated. ` is 6)Gable requires continuous bottom chord bearing. �CJ� !NG NE�`n s�� 7)Gable studs spaced at 2-0-0 oc. „N? v T ?/� 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..c 86:O9PE t'� 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 7 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)2,10,16,17,18,14, 13,12. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t/ OREGON 06' ►' 1012°\\V� M. KOC EXPIRES:06-30-2019 October 5,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ili!. 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 buss 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 fYf 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIrPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ------1,Pl Job Truss Truss Type Qty y `MissionHomes K3757320 B1703356 ID02 Common 3 1 r _--_---r Truss, Beaverton, 9_0_-- _ - - - � ID:SSx hkFLAsAsBws?sAug162017ce(oDtwnal) Pro-Build Beaverton TavertoOR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:39 2017 Page 1 p kQlCbzvO?Z-H9?BfhbkwVGFpQbSTKQThOLo3EaV?cgrcQG00yyWi9Y 1--.-. -_-.. 6As12 I 12-9-23-_ --- --__ I 6-4-12 6-4-12 4x6 -- Scale=1:35.8 2 8.00 112 1 3x6 3x6 i 1 3 int i # ,` n '1 --L. ' rot `,/ a 8 7 6 5 10 9 2x42x4 I I 11 4 2x4 I I 3x4 -- 3x4 l_10-0 I 6342 -- + IL-94 ---__ 1244 14-0 5-412 _ 53-12 10-9 Plate Offsets(X Y) 11:0-1-12,0-1-8113:0-1-12,0-1-11] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.03 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.04 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 5 n/a n/a BOLL 0.0 ' Code IBC2015/TP12014Matrix-S BCDL 10.0 ( ) Weight:501b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I ' Installation guide. I REACTIONS. (lb/size) 9=520/Mechanical,5=520/Mechanical Max Horz 9=130(LC 9) Max Upliift9=-140(LC 10),5=-140(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-523/175,2-3=-523/175,1-9=-593/44,3-5=-593/44 BOT CHORD 8-9=134/283,7-8=-20/344,6-7=-20/344 WEBS 1-8=0/293,3-6=0/293 NOTES- 1)1/And:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� P FF fit between the bottom chord and any other members. 0 PRor C 5)A plate rating reduction of 20%has been applied for the green lumber members. l� 6)Refer to girder(s)for truss to truss connections. '., !N.' NFE s/0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=140, ,C.? ,,%""• ?i9 5=140. 8680•PE r 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum 0 sheetrock be applied directly to the bottom chord. i , OREGON ti C$'10 7 0 9O M KO 0 EXPIRES:06-30-2019 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i° Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 . 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,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 i Truss Type r0ty Ply Mission Homes K3757321 IB1703356 iG01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:40 2017 Page 1 ID:SSxphkFLAsAsBws?SkQlCbzvO?Z-ILZaticNgpO6Qa9e12xiDEusceuXkwl?r4?yYOyW19X -1-4-0 1 5-14 -_.----. . I114-8 - ---. I_ - --. 17-0-12 -_ 4-__ ------22-9,0 -----_- :241,0 i 1-4-0 5-8-4 5-8-4 5-8-4 5-8-4 1-4-0 Scale=1:41.8 4x8 II 7 4.00 12 0. 406 8 5 28 N 9 24 439 �i , i t : 4110 v 19 3 *4 27 ,�I I 11 31 0 '.i 25 ., I49 ,i .i 38 : i 42 2 r c , Il.. ir 1 — 12 dh ►i _. ��'LLL z1+.:-.: _.. .� ,19i' __- 181 -. , 73 Iv t4 23 22 20 18 17 15 14 i 3x6 3x4--- 3x6-_- 3x4 ' 3x6=_ 77,0 I 15.2-0 22.9-0 7-7-0 7-7-0 I _- LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.10 17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.23 16-17 >999 180 BCLL 0.0 • Rep Stress Inez YES WB 0.67 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:118 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DE 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 I 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. (Ib/size) 2=1041/0-5-8,12=1041/0-5-8 Max Horz 2—51(LC 10) Max Uplift2=-335(LC 12),12=-335(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-38=2110/565,3-38=-2057/573,3-4=-2040/598,4-39=-1863/540,5-39=-1856/544, 5-40=-1865/570,6-40=-1841/571,6-7=1849/592,7-8=-1846/592,8-9=-1867/572, 9-41=-1855/545,10-41=-1866/541,10-11=-2040/598,11-42=-2057/573,12-42=-2109/565 BOT CHORD 2-23=-468/1952,22-23=-468/1952,21-22=468/1952,20-21=-270/1368,19-20=-270/1368, 18-19=-270/1368,17-18=-270/1370,16-17=-270/1370,15-16=468/1952, 14-15=468/1952,12-14=468/1952 WEBS 7-28=-166/661,28-29=-189/692,16-29=-160/644,16-30=433/161,30-31=-285/102, 21-25=-159/642,24-25=-190/700,7-24=169/683,26-27=-293/104,21-26=-443/163 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-3-14,Exterior(2)8-3-14 to 11-3-14, n n Interior(1)14-0-8 to 21-1-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& `��U PR°FF MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� .` ss 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 'N ,.v'' NEF9 �Q Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. C? 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 0 2v 4)Unbalanced snow loads have been considered for this design. 86009PE 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 7 -: non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. t/ OREGON et 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 0 (/� N •� fit between the bottom chord and any other members. 'Si..AA }' 10 i°��0 10)A plate rating reduction of 20%has been applied for the green lumber members. 'Th 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=335, V M. KO - 12=335. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum EXPIRES:06-30-2019 Continued oc pbge lied directly to the bottom chord. October 5,2017 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 onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 (Job Truss Truss Type 'Qty IPly Mission Homes K3757321, Joeference( tional)_-__ 9 J B1703356Pr-Bu �G01 GABLE 1 xP FLASA0 s 162017 Industries,nt1cNgpInc. ed Oct4 18X9:40r2?2017 Wig ID:SS hit Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s AugAu 16 2017 MiTek In. Wed Oct 04 18:19:40 Page 2 y y X A WARNING-Verify design paranxters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/032015 BEFORE USE. 1^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 4 Mission Homes K3757322I B1703356 G02 ,Common 3 1 ---.. -- --- _.-.. -I -... . Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:40 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-ILZat1 cNgp06Qa9e12xiDEu1 HetAkOK?r4?yY0yW9X l -1-4-0 I. --- _- 5-13,4- -_____ 4—.. _. _. 11-4-8.__-_--. 4- -..___.-1Z-042 -----.. i ___. 22,9,_0 --_-_. ,14,1-9_d 1-4-0 5-8-4 5-8-4 5-8-4 5-8-4 1-4-0 Scale=1:41.8 4x6 4 4.00 112 1g 20 2x4 O 2x44' 3 18 21 17 22 Icd '444 70 9i1 8 ►C1 0 2 6 • 0 3x6 3x4 3x6-= 3x4 =_- 3x6 l...- —.. _-. 7LQ--__. _._ __ _ _... 15-2-0 l _-_____- 229-4. 1-7,4 7-7,0 7-7-0 - — LOADING(per TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.11 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.33 8-10 >822 180 BCLL 0.0 • Rep Stress Incr YES WB 0.28 Horz(CT) 0.07 6 n/a n/a Code IBC2015/TP12014 (Matrix-S) Weight:90 lb FT=10% BCDL 10.Q g 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationutt ibis, , REACTIONS. (lb/size) 2=1041/0-5-8,6=1041/0-5-8 Max Horz 2=51(LC 11) Max Uplift2=-335(LC 12),6=-335(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-2177/630,3-17=-2121/641,3-18=-1897/530,18-19=-1888/538,4-19=-1840/546, 4-20=-1840/546,20-21=-1888/538,5-21=-1897/530,5-22=-2121/641,6-22=-2177/630 BOT CHORD 2-10=-530/2026,9-10=-293/1357,8-9=-293/1357,6-8=-530/2026 WEBS 4-8=-94/644,5-8=-464/232,4-10=-94/644,3-10=-464/232 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-4-8,Exterior(2)8-4-8 to 11-4-8,Interior(1) 14-4-8 to 21-1-0 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 3)Unbalanced snow loads have been considered for this design. �C�G PR n rss 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 ` `D R OPC 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. �GJ !NG I NP&� rQ 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 v ?i fit between the bottom chord and any other members. - $•:09 P E 7)A plate rating reduction of 20%has been applied for the green lumber members. A' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)2=335, --7X ....Z........................ .. 6=335. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum ► - ,./, sheetrock be applied directly to the bottom chord. OREGON ti 'S0 &4y10 'q0 �`�2.0\`G�- M KO EXPIRES:06-30-2019 October 5,2017 1 AWARNING-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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��e III building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/iPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle ' Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , r Job Truss 'Truss Type Qty y �,Mission Homes K3757323 B1703356 HRB JACK-OPEN 2 1 Job Referencejoptional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:41 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-DY7y4Nd?R7Wz2kkgalSxmRQBx1IgTX084klV5ryW9W I -2,0.4 -_I..- 311-7 i-. _ _.. _ ----.12-11,2 ---- -_.. -_-_.-I 2-0-0 3-8-7 9-2-11 Scale=1:38.8 6 5 -G 0, d 5.66 12 4 1 11 Special G: 11 10 I Special 3 _' oi 9 y=' evo 3x4 2 r III , 3x4 d I 1 7 ' � 5x6-5.66 112 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). PlateOffsetst Y)- (2:0-2-12,0-2-4] - - LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.09 3-4 >665 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.11 3-4 >534 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:29 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puriins, 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 1 Installation guide. --_ 1 REACTIONS. All bearings 0-2-2 except(jt=length)2=0-7-6,5=0-4-7. (Ib)- Max Horz 2=360(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-105(LC 12),3=-170(LC 12),5=-267(LC 12) Max Gray All reactions 250 lb or less at joint(s)3,4 except 2=339(LC 16),5=434(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-387/91,8-9=-380/93,3-9=-362/100,3-10=-293/70,10-11=-252/39 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Comer(3)-2-0-0 to 2-2-15,Exterior(2)2-2-15 to 12-11-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 QED PR°Ar 3)Unbalanced snow loads have been considered for this design. �� !_`G�NE n 0:n�O 4)This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times fiat roof load of 25.0 psf on overhangs \ N �`/ t A- non-concurrent with other live loads. ,_N? n 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. kr $• 09 P E "Y:...... 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -,- 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. . ,,. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=105 3=170,5=267. t/ OREGON 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. G 0 s. 4 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 0 3�'T 4 y 10 2 \O- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 73 lb up at 2-8-7, "7O and 135 lb down and 138 lb up at 5-7-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. M. KONG 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) StandardtEXPIRES:06-30-2019 Continued on page October 5,2017 1'I 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 k connectors.This design is based only upon parameters shown,and is for an individual building component,not our 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' /!'Tel,' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSVfPII 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 1 Mission Homes K3757323 61703356 HRB JACK-OPEN 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:41 2017 Page 2 I D:SSxphkFLAsAsBws?5kQlCbzvO?Z-DY7y4Nd?R7 Wz2kkgalSxmRQBx 1 IgTX084kIV5ry Wi9 W LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-64 Concentrated Loads(Ib) Vert:9=73(F)10=-8(F) 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 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r ty y s o- Job TrussTruss - --Type Q �I T Mission Homes B1703356 ;JB01 K3757324 Jack-Open Girder 2 1 i _.- L __.. --._.Job Reference(optional) __._.. Pro-Build Beaverton Truss, Beaverton,OR 97005 ---- 7.640 04 1 : :4 2 -s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:42 2017 Page 1 I D:SSxphkFLAsAsBws?5kQICbzvO?Z-hkhKljedCQepgtJ08TzAJfzLWRVzC_GHI NU3dHyWi9V I ------1.0-0-. i.._.__ _._-. .110-1L._- 1-0-0 1-10-15 _ -. 6-0-0 I 4-1-1 3 _ Scale=1:13.6 8.00 12 grl 2 1 r_ c9 1 • ' 6 4 LUS24 5 3x8 I l 1dOS15 _ -.. 1-1015 + --- { -- -- -. - 41,1 Plate Offsets(X,Y)- j5:0 4 ,0_1_8) -_ -- -- --- LTCLL 2 OADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.13 4-5 >552 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 f Code IBC2015/TPI2014 (Matrix-M) i Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 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. 1 REACTIONS. (lb/size) 5=188/0-5-8,3=68/Mechanical,4=57/Mechanical Max Horz 5=110(LC 8) Max Uplift5=-58(LC 8),3=-38(LC 8) Max Gray 5=216(LC 12),3=76(LC 26),4=98(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �`9,t,D P R Opts fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �co !NG I NEF s/O 7)Refer to girder(s)for truss to truss connections. v 9 2 8)Refer to girder(s)for truss to truss connections. • '6809 P E • 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 4-0-12 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). V OREGON a, LOAD CASE(S) Standard �4 Gly 10 20�` GA- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) 941 M. KO"- Vert:1-2=-64,2-3=-64,4-5=-20 • EXPIRES:06-30-2019 Continued on page 2 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. iI 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 MA T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the � Bk• i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job I Truss ,Truss Type Qty Ply 1 Mission Homes 1 K3757324 ;81703356 JB01 !Jack-Open Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:42 2017 Page 2 I D:SSxphkFLAsAsBws?5kQlCbzvO?Z-hkhKljedCQepgtJ08TzAJfzLWRVzC_GHINU3dHyWi9V LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-15(F) 1 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 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/TPM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job r (Truss Truss Type (Qty Ply Mission Homes K3757325 B1703356 IJB02- -- 1.ROOF SPECIAL GIRDER----- --- --- -12 1 Job Reference(option _._ —__ j Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:42 2017 Page 1 I D:SSxphkF LAsAsBws?5kQICbzvO?Z-hkh KljedCQepgtJ08TzAJfzQuR WrCu8H I N U3d Hy Wi9V I 2-3-5 12-7-71 6-0-0 I 2-3-5 0-4-2 3-4-9 Scale=1:17.5 4x6 2 f�' 2x4 " 8.00�2 SpV ( 3 c c NIN N N 1 7 12 13 6 3x6 II MUS26 4x6 3x6 II LUS24 5 LUS24 I 2.3.5. I - _ _640. I 2-3-5 3-8-11 __Plate Offsets 1X,Y-- 11:0-3-0,0-0.3],12;0-3-0,071-6],[7:0-4-8,0,1-81 LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.04 6-7 >999 180 I BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 6 n/a n/a BCDLCode IBC2015/TP12014 (Matrix-M) Weight:32 lb FT=10% 10.0 , LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins:2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE i MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF Std-G . be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 6=991/Mechanical,1=1183/0-5-8 Max Horz 1=71(LC 7) Max Uplift6=-401(LC 8),1=-445(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1155/499 BOT CHORD 1-7=-430/965,7-12=-391/864,12-13=-391/864,6-13=-391/864 WEBS 2-7=-358/889,2-6=-994/441 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Provide adequate drainage to prevent water ponding. 4� D P p O es 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` f1 F 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will COS _`G N4. s/ fit between the bottom chord and any other members. \ `� C Q�f 6)A plate rating reduction of 20%has been applied for the green lumber members. �� v9 7)Refer to girder(s)for truss to truss connections. $6'09P E r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=401, 1=445. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-6-12 from the left end to 2-6-12 to connect truss(es)to front face of bottom chord. c/ OREGON q, 12)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 4-6-12 from the left end to connect 0,[ �/ 0\ truss(es)to front face of bottom chord. - , Y 10 j 2 \C 13)Fill all nail holes where hanger is in contact with lumber. O AA� (�` 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 lb down and 104 lb up at t1rl, KO`- 4-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES:06-30-2019 9264}It3.$,n(§PES?andard October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see 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. j Corona,CA 92880 Job Truss I Truss Type Qty Ply Mission Homes K3757325 B1703356JB02 ROOF SPECIAL GIRDER 12 1 -._---- - _. I __.. _.. 1.. Job Referencejoptionaee I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:42 2017 Page 2 ID:SSxphkFLASAsBws?SkQlCbzvO?Z-hkhKljedCQepgtJ08TzAJfzQuRWrCu6HlNU3dHyVM9V LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,3-4=-64,5-8=-20 Concentrated Loads(Ib) Vert:7=-500(F)10=-504(F)11=-35(B)12=-132 13=-500(F) 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tat I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job' ' ` Truss Truss Type !,Qty Ply I Mission Homes K3757326 161703356 .IJE01 GABLE _.1..._. _'1Job Reference(optional) -_. -J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:43 2017 Page 1 I D:SSxphkFLAsAsBws?5kQlCbzvO?Z-9wEiV3eFzkmgHl uDiAVPrsVvblrwaxR WRX1 Ec9jy Wi9U 1-0-0 4-5-8 SHEATHING NOT CONSIDERED PART Scale=1:20.9 OF STRUCTURAL COMPONENT 2x4 11 4 Sheet Back Full Sheathing 1 Ply. Al 8.00 112 2x4 II/01 NA / ,1 2 07#.111,.ix i terr414 4A if°/411111 1 , 2x4 I I 6 5 3x4-- 2x4 11 4-5-@ -I 4-5-8- LOADING(per 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 6-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.03 6-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0* Code IBC2015/TP12014 (Matrix-S) BCDL 10.0 �_ Weight:21 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 6=166/Mechanical,2=273/0-5-8 Max Horz 2=129(LC 9) Max Uplift6=-57(LC 10),2=-98(LC 10) Max Grav 6=171(LC 16),2=273(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 ANSUTPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 2-0-0 oc. (AO D p R Opc 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G CS 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will *(N., s fit between the bottom chord and any other members. ...._`4•1 �5 �NG�NEEq is29 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 867:49P 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ' sheetrock be applied directly to the bottom chord. OREGON 9, C'S' Gly 10 2°\\G# -90M KO�� EXPIRES:06-30-2019 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE �ir` 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle it Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i 1 -- H-- Job Truss Truss Type Qty Ply I Mission Homes 61703356 K3757327 JE02 JACK-OPEN 1 - - Beaverton Beaverton, ID:SSx hkFLASAsBw 0 sAug Refere162017 MiTekOptional)dust 2 1 e Pro-Build BTruss, BOR 97005 Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:43 2017 Page 1 p kQlCbzvO?Z-9wEiV3eFzkmgH1uDiAVPrsWbWrv7xRWRX1Ec9jyW9U 1 AAA 9n5-8_ I 1-0-0 I 4-5-8 -_-. Scale=1:20.9 3 8.00 12 N V 2 l¢ 1 1111 1I 4 3x4-- --- --- _. _. 4-5 A-5- _.1L_ LOADING(psi � I SPACING- 2-0-0 CSI. GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 (14-7 I>999 240 MT20ES 220/195 TCDLSnow=25 0o Lumber DOL 1.15 BC 0.26 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a Code IBC2015/TP12014 (Matrix-S) BOX 10.0 Weight:15 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=109/Mechanical,2=284/0-5-8,4=40/Mechanical Max Hors 2=169(LC 10) Max Uplift3=-89(LC 10),2=-79(LC 10) Max Gray 3=110(LC 16),2=284(LC 1),4=67(LC 3) 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;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �C otli P R QPcs 7)Refer to girder(s)for truss to truss connections. ` C 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. SCJ !NG NEn sia 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum ,C? V 7 /L9 sheetrock be applied directly to the bottom chord. • $ 809PE C OREGON . M. KOM EXPIRES:06-30-2019 October 5,2017 A WARNING-yeti/y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIh7473 rev.10/03/2015 BEFORE USE. . milDesign 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 braang MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI1TPII 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 r ` Truss Truss Type 1Qty [Ply 1 Mission Homes K3757328 •B1703356 IJE03 JACK-OPEN 7 1 [Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:44 2017 Page 1 I D:SSxphkFLAsAsBws?SkQlCbzvO?Z-d7o4jPftk2uXvBTPGtOe042n5FIlgulamhz9hAyW9T -1-0-9 - [ --.-_- __._ 2-11-8 1-0-0 2-11-8 Scale:3/4"=1' 3 16 8.00 112 1 � 4 3x4 _2d 1:$ ----_-_ 2-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 3=70/Mechanical,2=210/0-5-8,4=28/Mechanical Max Horz 2=125(LC 10) Max Uplift3=-56(LC 10),2=-71(LC 10) Max Gray 3=71(LC 16),2=210(LC 1),4=44(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. acf PRO r 6)A plate rating reduction of 20%has been applied for the green lumber members. F S 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. G`NE�IS 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,v 86`_ :O9PE r V` • OREGON ,y o r0, 2° M. KOC EXPIRES:06-30-2019 October 5,2017 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 1111• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang M Tek 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-88 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 4 I 1 / Job Truss 'Truss Type YP Qty Ply Mission Homes 1 i --- -- K3757329 1 B1703356 JE04 'GABLE .1 P F 1 ;Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 — _ 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:44 2017 Page 1 ID:SSx hkFLAsAsBws?5kQlCbzvO?Z-d7o4jPftk2uXvBTPGt0e042mVFGpgulamhz9hAyWi9T I -1-0-0 ; 4-5-8 __-.---I 1-0-0 4-5-8 SHEATHING NOT CONSIDERED PART Scale=1:20.9 OF STRUCTURAL COMPONENT 2x4 11 4 Sheet Front Full Sheathing 3 1 Ply. ,4 8.00 112 2x4 // /�/ M //1 Y 2 ,, rAlIA1 OA h. 2x4 I' s 5 3x4 -. 2x4 II F- __ __. _444._._ j 43-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 6-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.03 6-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a CL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:21 lb FT=10% IEC,LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=166/Mechanical,2=273/0-5-8 Max Horz 2=129(LC 9) Max Uplift6=-57(LC 10),2=-98(LC 10) Max Grav6=171(LC 16),2=273(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 2-0-0 oc. F P R 0F 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. (<,,i0 7)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will s6 fit between the bottom chord and any other members. SCJ NC?�NF�`'7 �C 8)A plate rating reduction of 20%has been applied for the green lumber members. V 7 /L 9)Refer to girder(s)for truss to truss connections. �� 86 P E 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. s. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum /'. sheetrock be applied directly to the bottom chord. • �, OREGON ti 04, y 10 i° `0 440 M. KO M EXPIRES:06-30-2019 October 5,2017 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the buildingdesigner u Y g must verify the applicability of design parameters and properly incorporate this design into the overall Pig building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I l I I t Job Truss ''Truss Type Qty rely Mission Homes K3757330 'B1703356 JF01 JACK-OPEN 4 1 1 Pro-Builde ID:SSxphkFL7.640 s Aug 16Re2017 MiTek(optional)Iu _._ --_ _- J Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 Industries,Inc. Wed Oct 04 18:19:45 2017 Page 1 s?5kQlCbzvO?Z-5J MTwkg VVLoOXL2bpbXtwH byrffxPL?k?LjjEcywi9S i._ --... -1-0,0_ ---i —_ _. _._1-5-8 _... j 1-0-0 1-5-8 Scale=1:10.7 3 8.00 f12 -_ or V 2 f` O 11 1 �I 3x4 4 1-5-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 100 Code IBC2015/TP12014 (Matrix-M) Weight:6 lb FT=10% liC_DL LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-5-8 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=30/Mechanical,2=144/0-5-8,4=11/Mechanical Max Horz 2=83(LC 10) Max Uplift3=-21(LC 10),2=-70(LC 10) Max Gray 3=31(LC 16),2=166(LC 14),4=21(LC 3) 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;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. p 6)A plate rating reduction of 20%has been applied for the green lumber members. �C citD PRO O 7)Refer to girder(s)for truss to truss connections. `�` 88)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. \CJ !NGS N�� )P4-(9e., �0 "Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /� V 4 k` 86809PE 9' OREGON ti 0'S,94 . 10 2°'4 M. KOM EXPIRES:06-30-2019 October 5,2017 1 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 Et a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIiTPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 4 a Job Truss Truss Type qty 1Ply 'Mission Homes I B1703356 ,SB01 Jack-Open 2 1 K3757331 ---.1 _._! -... . ---- --. ---- -. iJobReference(optional) _. -. .--.... Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:45 2017 Page 1 ID:SSxphkFLAsAsBws?5kQlCbzvO?Z-5JMTwkgWLoOXL2bpbXtwHbxxfeyPL?k?LjjEcywi9S I - 1-0-9--_. -f-._ 1-10-15 _._-. 1-0-0 1-10-15 Scale=1:13.6 3 8.00112 mI w 2 I. 5 4 3x8 II 1.1t_1-15 >14.15 a� Plate Offsets(X Y)- 15:0-4-4 0-1-81 LTCLL 2 OADING(psf)5 O SPACING- 2-0-0 CSI. . DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.00 4-5 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:8 lb 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, 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. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 5=172/0-5-8,3=37/Mechanical,4=14/Mechanical Max Holz 5=112(LC 10) Max Uplift5=-61(LC 10),3=-40(LC 10) Max Gray 5=204(LC 14),3=42(LC 16),4=33(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;0=0ft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I t© P R AFF fit between the bottom chord and any other members. �- _`r'NE 's(y/O 6)A plate rating reduction of 20%has been applied for the green lumber members. V47 /fj 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. �� :68,9PE --)f... 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. // / • OREGON ,y 04,�Dr10 Z° �0 M. KOC EXPIRES:06-30-2019 October 5,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil` Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. jI Corona,CA 92880 f . Job ;Truss Truss Type 'Qty ;Ply Mission Homes K3757332 I B1703356 :SB02 Jack-Open 2 1 -_-_-- -- -_ —__ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Oct 04 18:19:45 2017 Page 1 ID:SSxphkFLAsAsBws?5kQICbzvO?Z-5JMTwkgWLOOXL2bpbXtwHbvTfbuPL?k?LjjEcyWi9S I—._.-1-0-0 i 2-0-0 -----. .{_ 3-1045 1-0-0 2-0-0 1-10-15 Scale=1:20.7 3 1 ' I 8.00 R2 � I I I NI 2 Oti I 5 4 3x8 2.0-0 2-0-0 Plate Offsets(X,Y)— [5:0-4-4,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.00 4-5 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 BCDL 10.0 (Matrix-M) Weight:12 lb 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, 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. (Ib/size) 5=213/0-5-8,3=99/Mechanical,4=35/Mechanical Max Horz 5=169(LC 10) Max Uplift5=-48(LC 10),3=-90(LC 10),4=-30(LC 10) Max Grav 5=213(LC 1),3=101(LC 16),4=42(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Windt ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=Oft;L=Oft;eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (�t0 P R Ork-s fit between the bottom chord and any other members. �'``!_`G'NE n �/Q 6)A plate rating reduction of 20%has been applied for the green lumber members. N �17 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3,4. 4ZZ' 8 'PE r 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. OREGON , 090 10 '4°N GT M. KOC EXPIRES:06-30-2019 October 5,2017 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 1. 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' IiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I ( (Drawings sotto scale) Damage or Personal Injury Mme= Dimensions are in ft-in-sixteenths. Vil� 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. �-/18" Pil4 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I MI-EINE_ 0 .. cc bracing should be considered. 1111R111Nor O h i d 3. ackr exceed the designnae loading shown and never tL CJ stack materials on inadequately bracedand ntrusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 designer,erection supervisor,property owner and plates 0- 'h/'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 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 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ' / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but © 16. o not cut or alter truss member or plate without prior ■� reaction section indicates joint 2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing MIonly. U ® 18.Use of green or treated lumber may pose unacceptable P.-:..:,41 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSUTPI1: 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. isnot sufficient ® BCSI: Building Component Safety Information, F/i it a I 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