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Plans (71) IIIIII C MST2016-00463 8701 SW Spruce C MST2016-00464 8709 SW Spruce C MST2016-00465 8715 SW Spruce M iTe k° 0 MST2016-00466 8723 SW Spruce MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 18831-C_HPTH 18831-C The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2625938 thru K2625956 My license renewal date for the state of Oregon is December 31,2017. ��4'�p PR©pt � SS 5 NGINE9 414 2 89200PE yr A IN OREGON <it qy1 Zp'� P� �FRR11-k- �' November 30,2016 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. / OFFICE ICE COPY 40-0-0 / Truss Submittals 72101/16ID EpcENE D \ Drop Top Chad 31/2"for 2x4 Coll.• - m A3-GE ',.m DEC 6 2016 Ili Al R F TIGAIRD G DIVISIONW 1111111 Ibi lilip cci i; A2 <ill fiI A2 Al Al 15UpM Drag Loading Al-PW 150plf Drag Lading AlPW I I Al is I >I� A2 = .10,0.1 i1 Ip.-- A2 = ii A21Iii Al 1111 Al 0 Y fso pN Drag Loading At-PW co 150plf Drag Loading Al-PW - Al U 1111111 A2 IMIIIMIIII 1A2 w Al I 15 Ii III Al Al 150p/fDrag Loading Al-PW ligI iso pre Dag Loading Al-PW A3 II Al ' W ' 1111MIIIMII I A2 _A2 = I I mco iA2 in — 1 A2 Al ,IAl Drop Top Chad 31/2 for 2a4Oudookera Al-GE I I Rich Duncan Construction Hall Pointe Townhomes Pacific Lumber & Truss Building Type "C" 10515 SW Allen Blvd. 8735 SW Spruce Street Beaverton, OR 97005 Tigard, OR 97233 (503) 858-9663 Job# 18831- C Drawn By: KT Job Truss Truss Type Qty Ply 18831-C K2625938 18831-C_HPTH Al SCISSORS 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:51 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-tEcquQjA6KtVeGCps_OC??G1myYzlwNiKJgx5VyDzLI p 0-9 6-10-5 I 13-5-3 i 20-0-0 26-6-13 33-1-11 40-0-0 1-0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 Scale=1:73.9 5x6=- 5.00 5.00 12 6 3x4% 18 19 3x4 3x8 % 5 17 7 3x8 4 8 5x8 3% �� �� 95x8 • 13 20 44,44 5x6 II 16..� �� 5x6 II v �� 8x12 M18SHS= ��� - 2 10 q 1 � III 14 12 �� 21 v 5x8 M18SHS= o 2.50 12 5x8 M 18SHS= 11 15 5x8 M18SHS= 5x8 M18SHS= 10-1-12 20-0-0 29-10-4 40-0-0 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X,Y)-- [3:0-2-4.0-2-0].[9:0-2-4.0-2-0].[11:0-3-12.0-2-8],[12:0-4-0.0-3-0].[13:0-6-0.0-3-9].[14:0-4-0.0-3-0],[15:0-3-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.49 12-13 >962 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -1.11 12-13 >428 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.67 11 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 7.0 (Matrix-S) Weight:187 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-15,9-11 6-13,3-15.9-11:2x4 DF No.1&Btr,2-15,10-11:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 15=1748/0-5-8,11=1659/0-5-8 Max Horz 15=145(LC 13) Max Upliftl5=-114(LC 14),11=-82(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-772/84,3-16=-665/111,3-4=-4627/377,4-5=-4518/394,5-17=-3734/314, 17-18=-3721/325,6-18=-3640/344,6-19=-3640/356,7-19=-3734/337,7-8=-4533/412, 8-9=-4642/385,9-20=-574/112,10-20=-682/96,2-15=-620/166,10-11=-480/113 BOT CHORD 14-15=-359/4235,13-14=-303/4218,12-13=-284/4220,11-12=-382/4266 WEBS 6-13=-141/2367,7-13=-1003/168,7-12=0/327,5-13=-975/165,5-14=0/321, 3-15=-4007/321,9-11=-4130/357 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 zone; lik .0 PR Oi cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 c„',(\(` Ca[NE `��/ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � - �j) 3)Unbalanced snow loads have been considered for this design. G4 ' !-/57 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs £ 89200 P E 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. / ;‘‘... 4. 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 lR cr fit between the bottom chord and any other members. -9 OREGON 40 8)Bearing at joint(s)15,11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify G 4 u n A. - capacity of bearing surface. • �� .a ]' 14,Z0 v.'T 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)15 and 11.This connection is for uplift 'p i - R? only and does not consider lateral forces. FR R 11•- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/z'gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 18831-C K2625939 18831-C_HPTH Al-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:53 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-pdkbJ51Qex7DtaMCzPQg4QLV4mOrD?O_n(cJ290yDzLG -0- 20-0-00 I 40-0-0 4i-0 OQ WHENIA-0 LAT BOTTOM CHORD GABLE TRUSSQSUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSDO92cTYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:74.0 GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 5x6 = 18 19 20 21 17 .,.:114 16 22 23 5x6 12 13 69 15- - 24 70 25 5x6 11 i 26 9 10 le% 44- .. 27 28 5.00 112 8 k 6 - 29 3x6 17 - - 3x4% 30 3x6 I 568 6 - 31 3x4 � II g 32 1 2 3 3635 o- !,. o q S� _ !t 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3x4 H 5x6 = 3x4 I I I 40-0-0 40-0-0 Plate Offsets(X,Y)-- [3:0-5-4,0-0-8],[12:0-3-0,0-3-41[26:0-3-0,0-3-4].[35:0-5-4,0-0-8].[52:0-3-0,0-3-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 37 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:294 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 19-52,18-53,20-51 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (lb)- Max Horz 67=138(LC 13) Max Uplift All uplift 100 lb or less at joint(s)67,37,54,55,56,57,58,59,60, 61,62,63,64,65,66,50,49,48,47,46,45,44,43,42,41,40,39,38 Max Gray All reactions 250 lb or less at joint(s)67,37,52,53,54,55,56,57, 58,59,60,61,62,63,64,65,66,51,50,49,48,47,46,45,44,43,42, 41,40,39,38 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-90/265,18-19=-95/277,19-20=-95/271,20-21=-90/254 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Comer(3)-1-0-0 to 3-0-0,Exterior(2)3-0-0 to 20-0-0,Corner(3)20-0-0 to 24-0-0 zone; CI PR f�F�C-� 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=1.60cr 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 -. '<' INE 9 10 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4.4" 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4 :9200PE -37 r- 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs , non-concurrent with other live loads. • 6)All plates are 1.5x4 MT20 unless otherwise indicated. ! 7)Gable requires continuous bottom chord bearing. -p A OREGON L " 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 1 NI), A - 9)Gable studs spaced at 1-4-0 oc. L. Jr' 14,� �" - 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Qj 11)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will SF --R R fit between the bottom chord and any other members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)67,37,54,55,56,57,58,59,60,61 ,62,63,64,65,66,50,49,48,47,46,45,44,43,42,41,40,39,and 38.This connection is for uplift only and does not consider lateral EXPIRES: 12/31/2017 Continuedsona e 2 P 9 November 30,2016 1 1 MILAN 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 �4 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'iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625939 18831-C_HPTH Al-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:53 2016 Page 2 ID:e2e1Siw7wtc8KbQTBzaASVywpED-pdkbJ51Qex7DtaMCzPQg4QLV4mOrD?O_ncJ29OyDzLG NOTES- 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t I milim A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE '" Design valid for use only with MiTekSl connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTelc` 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 ANSITIPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply 18831-C K2625940 18831-C_HPTH A1-PW GABLE 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:56 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-DCPjy7nJxsVo115neX_Ni2zxJzKyQISRTaXimjyDzLD I 20-0-0 40-0-0 11-0-0 WHEN A FLAT BOTTOM CHORD GABLE TRUStNJPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR 129113V TRUSS(ES), 1-0-d A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION Scale=1:70.7 POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. = 5,00 12 5x6 12 13 11 A 10 14 3x6% 46 9 - 15 3x6 8 16 717 18 6 VI c, 5 E 19 4 : E E 20 3 21 47 5x8� 2 - 22 5x8 1 23 24 mllilt; 14' ‘,\/\i' ,..,\/N.-- /\/\/\/\/\/\/\/\/\/\/\/\/\/\7\/\--\/\.7\/\/\/\,..,\/N.-- /\/\/\/\/\/\/\/\/\/\/\/\/\/\7\/\--\/\.7\/\/\/\ /A/A/A/A/A/A/AiiiAzAzizAzA/V�\./A/A/VV/\./\./A/A/A/A /A • ‘zAz 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 4x6 I I 5x6= 5x6 = 5x6=4x6 I I I 40-0-0 I 40-0-0 Plate Offsets(X.Y)-- [26:0-2-4,0-3-0],[35:0-3-0,0-3-0].[44:0-2-4,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.01 23-24 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) 0.01 23-24 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 35 n/a n/a BCLL 0.0 BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:246 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 4-0-13 oc bracing. 1-45,23-25:2x6 DF 1800F 2.1E WEBS 1 Row at midpt 12-35,11-36,13-34 OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 45=-143(LC 40) Max Uplift All uplift 100 lb or less at joint(s)36,37,38,39,40,41,42,43,34, 33,32,31,30,29,28,27 except 45=-2615(LC 40),25=-2573(LC 45), 44=-1396(LC 45),26=-1398(LC 44) Max Gray All reactions 250 lb or less at joint(s)35,37,38,39,40,41,42,43, 34,33,32,31,30,29,28,27 except 45=2671(LC 43),25=2645(LC 40), 36=253(LC 19),44=1476(LC 40),26=1449(LC 43) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3326/3298,2-3=-2989/2990,3-4=-2689/2662,4-5=-2356/2331,5-6=-2023/2001, 6-7=-1691/1689,7-8=-1445/1516,8-46=-1359/1397,9-46=-1052/1112,9-10=-1029/1103, 10-11=-716/822,11-12=-402/548,12-13=-404/557,13-14=-717/853,14-15=-1031/1144, 15-16=-1344/1436,16-17=-1430/1462,17-18=-1658/1728,18-19=-1971/2021, ,D PRO 19-20=-2300/2312,20-21=-2634/2607,21-47=-2792/2758,22-47=-2953/2936, (`� 4SIS- 22-23= 22-23=-3298/3258,1-45=-2615/2580,23-25=-2590/2583 5� !• GENE i Sj BOT CHORD 44-45=-256/266,43-44=-2740/2811,42-43=-2410/2511,41-42=-2140/2211, c `i- FR c 40-41=-1840/1911,39-40=-1540/1611,38-39=-1240/1311,37-38=-940/1011, 4. 36-37=-640/711,35-36=-340/411,34-35=-342/412,33-34=-642/712,32-33=-942/1012, 89200PE �< 31-32=-1242/1312,30-31=-1542/1612,29-30=-1842/1912,28-29=-2142/2212, 27-28=-2412/2512,26-27=-2742/2812 WEBS 23-26=-3092/3147,1-44=-3193/3222 -- -- NOTES- R OREGON A. 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; tG Exp B;enclosed;MWFRS(directional)and C-C Corner(3)0-2-12 to 4-0-0,Exterior(2)4-0-0 to 20-0-0,Comer(3)20-0-0 to 24-0-0 zone; / '1y 14,2C) •� '•• cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Q) Lumber DOL=1.60 plate grip DOL=1.60 MFR R I L 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;Partially Exp.;Ct=1.1 EXPI RES: 12/31/2017 CoUnbalancedtiage loads have been considered for this design. November 30,2016 1 I ..... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625940 18831-C_HPTH A1-PW GABLE 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:57 2016 Page 2 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-hOz69ToxiAdfM BgzCFVcFGW53NgB9IiaiEHGl9yDzLC NOTES- 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)45=2615,25=2573. 13)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)36,37,38,39,40,41,42,43,34,33,32,31,30,29,28,and 27.This connection is for uplift only and does not consider lateral forces. 14)Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)44.This connection is for uplift only and does not consider lateral forces. 15)Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)26.This connection is for uplift only and does not consider lateral forces. 16)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 40-0-0 for 150.0 plf. 17)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t � 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 �4 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 ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-C K2625941 18831-C_HPTH A2 SCISSORS 16 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:18:58 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-AbXUNppZTTIW LEAmy0rnT2DInxbu5Rkxu0prbyDzLB I 6-10-5 13-5-3 20-0-0 I 26-6-13 I 33-1-11 40.0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 Scale=1:73.7 5x6 = 5.00 12 5 iLl 3x4 17 18 3x4 3x8% 19 4 16 6 3x8 3 7 5x8 �� 141�x8 2 8 15 r 12 /sv" 20 5x6 II ,,.� ! 8x12 M18SHS 5x6 II NI- ,.;`- 1 1/ 13 11 \9 � 4 !r' o :� 5x8 M18SHS= ±? Io Al 2.50 12 5x8 M18SHS= 14 10 5x8 M18SHS= 5x8 M18SHS= I 10-1-12 20-0-0 29-10-4 I 40-0-0 I 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X,Y)-- [2:0-2-4,0-2-01.18:0-2-4.0-2-01,110:0-3-12,0-2-81.[11:0-4-0,0-3-01.[12:0-6-0.0-3-9],113:0-4-0,0-3-01,114:0-3-12,0-2-81 LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.50 12-13 >958 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -1.11 12-13 >426 180 M18SHS 220/195 BCLL 0.0 * Rep Stress!nor YES WB 0.86 Horz(TL) 0.68 10 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix-S) Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 2-14,8-10 5-12,2-14,8-10:2x4 DF No.1&Btr,1-14,9-10:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1661/0-5-8,10=1661/Mechanical Max Horz 14=138(LC 13) Max Uplift14=-83(LC 14),10=-83(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-15=-678/94,2-15=-570/110,2-3=-4647/378,3-4=-4538/395,4-16=-3740/314, 16-17=-3726/326,5-17=-3647/344,5-18=-3646/356,18-19=-3726/337,6-19=-3740/325, 6-7=-4538/412,7-8=-4647/385,8-20=-570/112,9-20=-678/96,1-14=-478/112, 9-10=-478/113 BOT CHORD 13-14=-362/4270,12-13=-302/4225,11-12=-285/4225,10-11=-382/4270 WEBS 5-12=-141/2370,6-12=-977/167,6-11=0/327,4-12=-977/165,4-13=0/327, 2-14=-4134/351,8-10=-4134/357 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; P R Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-2-12,Interior(1)4-2-12 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 • �?- F�t9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; cr Lumber DOL=1.60 plate grip DOL=1.60 c;"` �• NE�cq /pI 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. i- :9200P 17_,. 4)All plates are MT20 plates unless otherwise indicated. �� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � fit between the bottom chord and any other members. ! Cr 7)Refer to girder(s)for truss to truss connections. -9 OREGON lo 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity L 41 \t` of bearing surface. !o 41}' 1 4,2° ‘"*•- , Provide rovide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10. n _ 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14.This connection is for uplift only � ?RIO— and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Yu"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 4 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. A -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-C K2625942 18831-C_HPTH A3 SCISSORS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:18:59 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-en5sa9gBEntNcVpM KgX4KhbO?AHydYMt9YmMN2yDzLA 0-9 6-10-5 13-5-3 20-0-0 26-6-13 33-1-11 40-0-0 1-0-l 1-0-0 6-10-5 6-6-13 6-6-13 6-6-13 6-6-13 6-10-5 -0-0 Scale=1:73.3 5x6 - 5.00 12 6 El 3x4 18 19 3x4 3x8 5 tv 7 3x8 J 4 8 5x8��� `*�5x8 3 � 9 14 5x6 17 ./ a, 8x12 M18SHS= i$ :� 2D 5x6 I 4 1�%„ 5 13 _ 10 11 0 5x8 M18SHS= 5x8 M18SHS= 179 _. 2.50 12 = 12 16 4x12 = ' 4x12 I 10-1-12 20-0-0 1 29-10-4 40-0-0 I 10-1-12 9-10-4 9-10-4 10-1-12 Plate Offsets(X,Y)-- [3:0-3-0.0-2-0],[9:0-3-0,0-2-0].[12:0-5-0,0-1-12],[13:0-4-0,0-3-0].[14:0-6-0,0-3-9],[15:0-4-0.0-3-0],[16:0-5-0,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.49 14-15 >969 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -1.10 14-15 >430 180 M18SHS 220/195 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.67 12 n/a n/a BCLL 0.0 BCDL 7.0 Code IBC2012/TP12007 (Matrix-S) Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-16,9-12 6-14,3-16,9-12:2x4 DF No.1&Btr,2-16,10-12:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16=1747/0-5-8,12=1747/0-5-8 Max Horz 16=-145(LC 12) Max Upliftl6=-113(LC 14),12=-113(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-777/83,3-17=-670/110,3-4=-4622/352,4-5=-4513/368,5-18=-3728/295, 6-18=-3634/314,6-19=-3634/326,7-19=-3728/299,7-8=-4513/371,8-9=-4622/355, 9-20=-670/111,10-20=-777/84,2-16=-623/166,10-12=-623/167 BOT CHORD 15-16=-314/4231,14-15=-252/4213,13-14=-228/4213,12-13=-307/4231 WEBS 6-14=-119/2364,7-14=-1001/169,7-13=0/322,5-14=-1001/168,5-15=0/322, 3-16=-4003/300,9-12=-4003/307 NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 20-0-0,Exterior(2)20-0-0 to 24-0-0 zone; �_n f PR Qt 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 5� GI NE cSj 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �C . /� 1. 3)Unbalanced snow loads have been considered for this design. 4 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs :9200P 'S'� non-concurrent with other live loads. /wtt� 5)All plates are MT20 plates unless otherwise indicated. 40 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W1110 . 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 00 t-r• fit between the bottom chord and any other members. -9 OREGON 8)Bearing at joint(s)16,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify L 4 0 b A capacity of bearing surface. -O ,1Y 14y20 �4 • 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)16 and 12.This connection is for uplift R '9 only and does not consider lateral forces. RIO- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 November 30,2016 t 1 -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625943 18831-C_HPTH A3-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:02 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-2Mm?CAs4V0FxTyYx?o5nyJD2rOSxg4dJrW 1_MyDzL7 111-01 20-0-0 I 40-0-0 40-0-0 WHEN A FLAti8OTTOM CHORD GABLE TRUSSi:ILMPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR 2rWi TRUSS(ES), 1-0-0 A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1:74.0 GABLE TRUSS.THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT.THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION.COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE FO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. 18 19 20 21 17 0 14 16 22 23 5x6 X12 13 70 15 - - - 24 25 gir - 5x6 11 . 26 10 ei - p.: 27 II c7, 5,00 12 8 9 - ✓ E E _ 28 29 3x6 3x6 I I 7 - - 30 3x4 3x4569 6 31 35 3 - 32 34 2 • _zg 7 36 37 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 3x4 I I 5x6= 3x4 I I I 40-0-0 I 40-0-0 Plate Offsets(X.Y)-- [3:0-5-4,0-0-8],[12:0-3-0,0-3-4],[26:0-3-0,0-3-4].[35:0-5-4,0-0-8],[53:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (be) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 36 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 37 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 38 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight 296 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 19-53,18-54,20-52 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 68=-139(LC 12) Max Uplift All uplift 100 lb or less at joint(s)68,38,55,56,57,58,59,60,61, 62,63,64,65,66,67,51,50,49,48,47,46,45,44,43,42,41,40,39 Max Gray All reactions 250 lb or less at joint(s)68,38,53,54,55,56,57,58, 59,60,61,62,63,64,65,66,67,52,51,50,49,48,47,46,45,44,43, 42,41,40,39 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-18=-90/271,18-19=-95/282,19-20=-95/277,20-21=-90/262 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=40ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 3-0-0,Exterior(2)3-0-0 to 20-0-0,Corner(3)20-0-0 to 24-0-0 zone; 0 P R 0P Pe cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; (� SS Lumber DOL=1.60 plate grip DOL=1,60G l N / 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 ca Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. '0. 9 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q :dooec9200E-F,E,.9 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - 6)All plates are 1.5x4 MT20 unless otherwise indicated. ! (r 7)Gable requires continuous bottom chord bearing. -y4114, "OREGON Zo 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). L. rlN, . 9)Gable studs spaced at 1-4-0 oc. <O '1 y 1 4, ' i'`, 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will illc`R R 10- fit between the bottom chord and any other members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)68,38,55,56,57,58,59,60,61,62 ,63,64,65,66,67,51,50,49,48,47,46,45,44,43,42,41,40,and 39.This connection is for uplift only and does not consider lateral EXPI RES: 12/31/2017 Conttnu (oriedson page 2 November 30,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must 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 18831-C K2625943 18831-C_HPTH A3-GE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:02 2016 Page 2 ID:e2e1Siw7wtc8KbQTBzaASVywpED-2Mm?CAs4WiFxTyYx?o5nyJD2rOSxg4dJrW 1_MyDzL7 NOTES- 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t 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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde 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 18831-C K2625944 18831-C_HPTH B1 COMMON 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:02 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-2Mm?CAs4WiFxTyYx?o5nyJDyuOQKg5vJrW 1_MyDzL7 l-1-0-0 1 5-6-4 11-0-8 112-0-8 1 1-0-0 5-6-4 5-6-4 1-0-0 4x4 - Scale=1:41.2 3 10.00 12 10 11 9 12 • 4x6�i 4x6 2iHi � 4 �I `1 5 o mow. 11 Y 11 MI M 8 6 1.5x4 I I 4x8 = 1.5x4 11 I 5-6-4 11-0-8 1 5-6-4 5-6-4 Plate Offsets(X.Y)-- [2:0-2-14.0-2-0],[4:0-2-14.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.03 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std 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) 8=532/0-5-8,6=532/0-5-8 Max Horz 8=131(LC 11) Max UpliftB=-51(LC 12),6=-51(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-426/64,9-10=-320/68,3-10=-298/91,3-11=-298/91,11-12=-320/68,4-12=-426/64, 2-8=-497/123,4-6=-497/123 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-4,Exterior(2)5-6-4 to 8-6-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs � ��P O���cs 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. Ca NGI I NES. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� 'c.. fit between the bottom chord and any other members. <Z 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 6.This connection is for uplift kc :9200 P E only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4010 tr yG , OREGON plc, MFR R10-EXPIRES: 12/31/2017 November 30,2016 I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug 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 18831-C K2625945 18831-C_HPTH BGE GABLE 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:03 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-WYKNQ WtiH0No4677ZVc0UWmDgoo1 ZYYT4AkaWpyDzL6 I-1-0-0 1 5-6-4 1 11-0-8 1 12-0-8 I 1-0-0 5-6-4 5-6-4 1-0-0 4x4 = Scale=1:38.6 6 I1llIisu 1 tu ki s 11 11 Y 11 Y 11 11 20 19 18 17 16 15 14 13 12 I 11-0-8 I 11-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 10 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 11 n/r 120 TCDL 10.0 Rep Stress lncr YES WB 0.11 Horz(TL) -0.00 12 n/a n/a BCLL 0.0 Code IBC2012TTPI2007 BCDL 7.0 (Matrix) Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-0-8. (Ib)- Max Horz 20=131(LC 11) Max Uplift All uplift 100 lb or less at joint(s)20,12,17,18,19,15,14,13 Max Gray All reactions 250 lb or less at joint(s)20,12,16,17,18,19,15,14, 13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-6-4,Corner(3)5-6-4 to 8-6-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 EO p R 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Q, non concurrent with other live loads. C.3..�` �G I N E . �c�4.. 5)All plates are 1.5x4 MT20 unless otherwise indicated. � 9 6)Gable requires continuous bottom chord bearing. tr,/ ' -9 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Q- 89200 P E c 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 10)*This truss has been designed for a live load of 20.0psf 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. xx�� 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)20,12,17,18,19,15,14,and 13. -y OREGON This connection is for uplift only and does not consider lateral forces. L- 4,� �� A - 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1' 14 •' - 4- 1FRR1t- EXPIRES: 12/31/2017 November 30,2016 t 1 1111110111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625946 18831-C_HPTH BK1 SPECIAL 44 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:04 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-_kuldstK2J WfiGiJ6D7F1 kl PyB8jl?KcJgT72FyDzL5 I 1-10-8 I 1 1-10-8 4 2 3x4 = hid Scale:1.5"=1' 0 R 11111111111111111 .711 7 6 5 1.5x4 I I 3x4= I 1-10-8 I 1-10-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.02 Vert(LL) 0.00 3 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(TL) 0.00 3 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.01 Horz(TL) -0.00 7 n/a n/a BCDL 7,0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=98/1-10-8,1=-19/1-10-8,6=75/1-10-8 Max Horz 1=-20(LC 8) Max Uplift7=-25(LC 9),1=-19(LC 1),6=-13(LC 8) Max Grav7=98(LC 1),1=6(LC 8),6=75(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �. Q P R°Fey 7)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7,1,and 6.This connection is for uplift only and does not consider lateral forces. ` I N 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. y� ONG E '7h /� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Z4/ ' X. kc 89200PE c- - , OREGON Ix �/ MFR R IL'- EXPIRES: 12/31/2017 November 30,2016 I 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®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625947 18831-C_HPTH BK2 SPECIAL 16 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:19:04 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-_kuldstK2J WfiGiJ6D7F1 kl PuB8i I?FcJgT72FyDzL5 1-10-8 I 1-10-8 1 2 3x4= 3 Scale=1:10.2 4 mu moimilimi 6 5 1.5x4 I I 3x4 = 1-10-8 I 1-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 Vert(TL) n/a - n/a 999 BCD LLTCL 10.0 * Rep Stress lncr YES WB 0.01 Horz(TL) 0.00 6 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 1-10-8. (Ib)- Max Horz 1=-31(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,1,4,5 Max Gray All reactions 250 lb or less at joint(s)6,1,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. P R of 7)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6,1,4,and 5.This connection is for E uplift only and does not consider lateral forces. � ' NGS NE€- 61, 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ( ' .9 89200PE g 110 L OREGON�� q y 14 •a -- FRRlt-1- EXPIRES: 12/31/2017 November 30,2016 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 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 18831-C K2625948 18831-C_HPTH CGE GABLE 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:05 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-SxS7rCuypdewKQHWgweUZxrZwbUo1S4IYUDhbhyDzL4 I -1-0-0 I 3-2-12 I 6-5-8 I 7-5-8 I 1-0-0 3-2-12 3-2-12 1-0-0 4x4= Scale=1:30.2 5 /1 10.00 FIT 4 6 II 3 7 ll II 2 P 8 �I Iti g mim ■ ■ ■ ul 14 13 12 11 10 3x6= 3x6= I 6-5-8 6-5-8 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 0.07 Vert(LL) 0.00 8 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 9 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 10 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight 42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 6-5-8. (Ib)- Max Horz 14=-97(LC 10) Max Uplift All uplift 100 lb or less atjoint(s)14,10,13,11 Max Gray All reactions 250 lb or less at joint(s)14,10,12,13,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Corner(3)-1-0-0 to 1-10-12,Exterior(2)1-10-12 to 3-2-12,Corner(3)3-2-12 to 6-3-12 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;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs P R ores non-concurrent with other live loads. D V 5)All plates are 1.5x4 MT20 unless otherwise indicated. CG�NE 5' 6)Gable requires continuous bottom chord bearing. \ 4. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). tt,/ - 8)Gable studs spaced at 1-4-0 oc. :9200PE t" 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14,10,13,and 11.This connection !, tt is for uplift only and does not consider lateral forces. -5:. OREGON 1.0 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1- 4 ,�Dr _ < /�• 1420 Q /11F&R I O- EXPIRES: 12/31/2017 November 30,2016 I I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 bracing NI iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625949 18831-C_HPTH V01 GABLE 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:05 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-SxS7rCuypdeWKQHWgweUZxrXObSz1 RIIYUDhbhyDzL4 5-5-8 I 10-11-0 I 5-5-8 5-5-8 4x6 = Scale=1:30.8 2 10.00 112 6 rn �4 5 1 A ■ w r r 3x4// 4 3x4 1.5x4 II 10-11-0 10-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCLL BCDL 07.0 * Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=238/10-11-0,3=238/10-11-0,4=373/10-11-0 Max Horz 1=-76(LC 10) Max Upliftl=-25(LC 12),3=-25(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-253/48 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-4-13 to 3-4-13,Interior(1)3-4-13 to 5-5-8,Exterior(2)5-5-8 to 8-5-8 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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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. t) PR°Fe, 6)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. c� Gil NE- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. (' '- �'9 89200PE t - OREGON 4/ 'ice1• y 1A,2.0N - MFRR10 EXPIRES: 12/31/2017 November 30,2016 t i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p 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 18831-C K2625950 18831-C_HPTH V02 GABLE 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:05 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaASVywpED-SxS7rCuypdeWKQH WgweUZxrXUbTk1 StlYUDhbhyDzL4 I 4-5-8 8-11-0 I 4-5-8 4-5-8 4x4= Scale=1:26.3 2 r1 510.00 12 6 rn 3 1 r N 41 / 4 3x4 / 1.5x4 3x4 I 8-11-0 I 8-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=208/8-11-0,3=208/8-11-0,4=265/8-11-0 Max Horz 1=61(LC 11) Max Upliftl=-28(LC 12),3=-28(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.Opsf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-4-13 to 3-4-13,Interior(1)3-4-13 to 4-5-8,Exterior(2)4-5-8 to 7-5-8 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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift �c P R Opt. only and does not consider lateral forces. VV C 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �C, NGINE _€ > 44 kc 89200PE < YL A OREGON 144 /0 '9 Y 14,2C/ti X54 SFR R ILS- EXPIRES: 12/31/2017 November 30,2016 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625951 18831-C_HPTH V03 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:06 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-x70V2YvaaxmNxasiEe9j69Nku?gYmvRvm8yE78yDzL3 3-5-8 6-11-0 I 3-5-8 3-5-8 4x4 = Scale=1:21.3 2 10.00 12 r, 0 3 1 w _ 11111111111.1111 4 3x4 "i 3x4 1.5x4 O 6-11-0 6-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCLL BCDL 7:0 * Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=157/6-11-0,3=157/6-11-0,4=200/6-11-0 Max Horz 1=46(LC 11) Max Upliftl=-21(LC 12),3=-21(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. • r 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��� P R���00 �NG�NE9 8920QPE '3"� -7L , OREGON lij ✓',0 14,200 �$ SFR R 11- -e' EXPIRES: 12/31/2017 November 30,2016 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111'ry Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M 1 k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 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 18831-C K2625952 18831-C_HPTH VO4 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:06 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-x70V2YvaaxmNxasiEe9j69N10?gzmvdvm8yE78yDzL3 2-5-8 4-11-0 2-5-8 2-5-8 2 4x4 = Scale=1:13.3 10.00 Aiiik 4 3x4 1.5x4 II 3x4' l 4-11-0 4-11-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 7,0 Code IBC2012/TPI2007 (Matrix) Weight 16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=106/4-11-0,3=106/4-11-0,4=134/4-11-0 Max Horz 1=31(LC 11) Max Uplift1=-14(LC 12),3=-14(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. t[ PROp � 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. c�5 tNGINEF9 (/ 89200PE `' .00 yL OREGON to �O "1y14 20 , 4//rFRR1 - EXPIRES: 12/31/2017 November 30,2016 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek5i connectors.This design is based only upon parameters shown,and is for an individual building component,not 'A a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*A iie k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R 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 1 Job Truss Truss Type Qty Ply 18831-C K2625953 18831-C_HPTH V05 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 3013:19:07 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-PJauFuwCLEuEZkQun LgyfMwwO P98VMA2?oinfayDzL2 1-5-8 2-11-0 I 15-8 1-5-8 3x4 = Scale=1:9.1 2 10.00 12 A\ 3 1 S.eee i!i! ►�wwwww��e, &i�s� 3x4 3x4 2-11-0 2-11-0 Plate Offsets(X.Y)-- [2:0-2-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0 * BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=89/2-11-0,3=89/2-11-0 Max Horz 1=-16(LC 10) Max Upliftl=-4(LC 12),3=-4(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift t) PR()Fe only and does not consider lateral forces. C 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��5NJ NG(NE /0 �4Cf ti._.. 89200PE �< "!,SIA G , OREGON �4 qy 14,2- \ • 4// fill- L\- EXPIRES: 12/31/2017 November 30,2016 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must 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 Mire k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 18831-C K2625954 18831-C_HPTH V06 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:07 2016 Page 1 I D:e2e1 Siw7wtc8KbQTBzaAS VywpED-PJauFuwCLEuEZkQunLgyfMwv0P9wVMl2?oinfayDzL2 3-2-0 6-4-0 3-2-0 3-2-0 4x4 = Scale=1:19.6 2 10.00 112 r, N 3 AdIMIL.4 3x4 3x4 i 1.5x4 II \ 6-4-0 � 6-4-0 LOADING(psf) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=142/6-4-0,3=142/6-4-0,4=181/6-4-0 Max Horz 1=-42(LC 10) Max Upliftl=-19(LC 12),3=-19(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. P R Op��5 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this GINEF� /U 89200PE t- OREGON �1� ter) qy 14,Via\ . MFR R 11-x- � EXPIRES: 12/31/2017 November 30,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18831-C K2625955 18831-C_HPTH V07 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:07 2016 Page 1 ID:e2e1 Siw7wtc8KbQTBzaASVywpED-PJauFuwCLEuEZkQun LgyfMww?P9l VMw2?oinfayDzL2 2-2-04-4-0 2-2-0 2-2-0 4x4 = Scale:1"=1' 2 10.00 12 PIAI 3 1 IV Nr F. 4 3x4•i 1.5x4 I I 3x4 O 4-4-0 4-4-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2012/TPI2007 (Matrix) Weight 14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=91/4-4-0,3=91/4-4-0,4=115/4-4-0 Max Horz 1=26(LC 11) Max Uplift1=-12(LC 12),3=-12(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift only and does not consider lateral forces. PR OF 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. c'5 NGINEF�4 89200PE 19` -v OREGON 1, q14, P+ . �FRRIt-�- EXPIRES: 12/31/2017 November 30,2016 t t 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 �Po a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Nag 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 18831-C K2625956 18831-C_HPTH V08 VALLEY 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed Nov 30 13:19:08 2016 Page 1 ID:e2e1Siw7wtc8KbQTBzaASVywpED-tW8GTExr6Y05Bt?5L3CBBaT5EpVaEpQCESRLBOyDzL1 I 1-2-0 2-4-0 I 1-2-0 1-2-0 3x4 = Scale=1:7.8 2 10.00 12 " 4&#Ailii Ail 0 1 AalrAMINIT 3x4 > 3x4 I 2-4-0 I 2-4-0 Plate Offsets(X,Y)-- [2:0-2-0,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.01 VertTL n/a - n/a 999 BCD LL 10.0 * Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 7.0 Code IBC2012/TP12007 (Matrix) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=64/2-4-0,3=64/2-4-0 Max Horz 1=11(LC 11) Max Upliftl=-3(LC 12),3=-3(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=6.0psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;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;Partially Exp.;Ct=1.1 3)Gable requires continuous bottom chord bearing. 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)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for uplift - r-i0) P R OEL, only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � �NG'NE€- > kc 89200PE -57_. .40P.or, .. 40,. .. _ .... �L OREGON �l j /O qY 14 20 43 P} • MFRRIIt- - EXPIRES: 12/31/2017 November 30,2016 I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. I Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0. 16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves lillirglikAA 4may require bracing,or alternative Tor I bracing should be considered. d 3. Never eat eed the dnaa loading shown and never U stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7s cs-� C5-6 plates 0- /1/' from outside BOTTOM CHORDS all otherdesigner, interested paPtiessor,property owner and edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ,it 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. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■OMO reaction section indicates joint — number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Ell NM 18.Use of green or treated lumber may pose unacceptable —� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. WI ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 1It/ iTe k® 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury railDimensions are in ft-in-sixteenths. inkApply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0 -�16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves ANIM- p 4 may require bracing,or alternative Tor I O .. iri bracing should be considered. rp 0ILIId3. Never exceed the design loading shown and never astack materials on inadequately braced trusses. I— p 4. Provide copies of this truss design to the building or 4 x 2 orientation,locate c�-s cs-� cs-s designer,erection supervisor,property owner and ates 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 itIIP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. tiliiii0 IIndicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior reaction section indicates joint ©2012 MiTek®All Rights Reservedapproval of an engineer. =MInumber where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11111111111111111111 a 18.Use of green or treated lumber may pose unacceptable =� environmental,health or performance risks.Consult with Industry Standards: project engineer before use. NI ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. au BCSI: Building Component Safety Information, IS Te l( 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